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CC - Construction Drawings G i P A RCH ITECTURE • P LANNING • I NTERIORS 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 r I / / Sheet Notes: T 949.756.08 18 F 949.756.0145 W W W . N G G P A R T N E R S . C 0 M / A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. / B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL,ABANDONMENT,ABATEMENT AND CLEARING AND / SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS / OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. / C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND / APPLICABLE UTILITY COMPANIES,AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER.THE SURVEYOR HAS NOT / PHYSICALLY LOCATED UNDERGROUND UTILITIES.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND \ UTILITIES WITHIN THE PROJECT AREA. \ D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. \\ RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. \ E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT \ SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. \ F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING \\ JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. 1 THE \\ G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES,WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT LAN D \ THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. . - GROUP TLG PN: 120124 Demolition Legend: SAWCUT EXISTING ASPHALT CONCRETE APPROXIMATE LINE OF AND REMOVE. DEMOLITION LIMITS. \ I I SAWCUT EXISTING CONCRETE \ a SIDEWALK/FLATWORK AT NEAREST JOINT AND REMOVE. \ L — ° J \ \ Keynotes. � CALLOUT NUMBERS COORDINATED MORGAN HOLDINGS & \ TO NUMBERED NOTES BELOW. STONE HILL \ 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. \ 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE \ INFORMATION. 38 Glen Gary Dr., Ste. 200 \ 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. Aspen, CO 81611 \ 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. \ 5. RETAIN ADN PROTECT EXISTING SIGN. \ 6. REMOVE&DISPOSE EXISTING CONCRETE CURB AND GUTTER. 7301 Pear Dr., Ste. 200 7. REMOVE&DISPOSE EXISTING CONCRETE VALLEY GUTTER. ll 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. Las Vegas, NV 89128 I 9. REMOVE&DISPOSE EXISTING 15"CMP GRAVITY IRRIGATION PIPE. I 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. I 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. I I � a x I � I m I a x I a Ii I I I I �S1oi4AL ENG G\STERFO 1 I I / J,10/14/20210 I CAqT -OF \OPT W.U I \ I v \ NOT FOR CONSTRUCTION \ REV DESCRIPTION DATE I \ \ I \ cE) 2019 Newman Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and International Copyright and intellectual property laws \\ and cannot be used in any manner without express written consent, I TOP I i' SEASONS AT MERIDIAN FL - TOP —10P F� o�� TOP—� TOP\ TOP lop / 1oP FI 3 2700 E. Overland Rd. F� / Meridian, ID 83642 TOP{FL ©P 3 W TOP�p SAN WV _ TOP� �� - TOP SOP �QP OP TOE TOP —STOP —0P—=-- -___ a _ E —_T 3 T F - TOP T� TOP TOP TOP TOR �-[ T- d- -' cn -OP_� -TOP --- TOP TOP TOP —HOP - - -TOP- -OP - TOP — _ -T�1F 3 - -- - - Plans Are Accepted For Public Street r- -- -- -- _ T T - - ` EG - EG- EG EG EG a a Construction -- -- _ • / / EG EG - -- -- J FP - EG EG _ x s --- 2 3 f� -G �G EG -G - - G- -- G G G G G G - f - G G G a s 1 / ° G G --Cl- - G - - - — e G G G - G -- - T T" T _ - or T • T T T T T T T T T T T T T --- ---- ---- � P T OHR T OHP _ _ _ _ _ _ — T OHP T T T OHP T OHP - - - QI i ---- . 1 OHP 0 H _ - y stamping an signing a improvement pans, a Registered Engineer ensures OHP OHP p me plans y District no relieve e Registered District that the plans conform to all District policies and standards Variances _ � � � _ waivers must be specifically and previously approved b the District in writing. - _ 1 Acceptance of the improve improvement eV1 b the D str' t does e t Istl'eve the ist d - ° • //(lam (,l(;p ° • l ° 1 °° ° 8 UGP UGP Engineer of these responsibilities. /. / N _ UGP 5 8 + ° • 3 - - E • UGP ° UGP -❑ —f UGP° UGP E UGP 1JGP — UGP — UGP E - -- - _6.4' *, UGP � BY: DATE: — 6 1 ADA COUNTY HIGHWAY DISTRICT Demo Plan - Area 1 1 6 � ± .4' 4 - - 7 178 ---- ---- 2&5 4 N 3 4 4 WV APPROVED FOR. _ � - � " --- W --- ----W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W— —W I D A H O EAST OVERLAND ROAD (PUBLIC) CONSTRUCTION W - - ca NEWMAN GARRISON + PARTNERS, INC ZD - These plans and/or specifications have been reviewed for N 3 compliance with Meridian City Standards and O — — — — — — — — — Specifications. This review does not relieve the owner, N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — engineer, or co u ntractor those of I t es the einp n pilliity t desigwithall 10-14-2021 (PERMIT SET) 0 Uj current applicable federal, state and local laws, rules, N D $ SS SS SS SS SS SS regulations, ordinances, development agreements, SS $$ $$ $$ $$ SS $$ $ specifications, orders or approvals, all of which the City 20213 - SS SS S SS SS SS SS SS SS SS $$ o_ retains the right to enforce. inconsistencies not noted by O� $$ ZD __SS SS SS SS cD City staff shall not be construed as approved unless O 3 specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ Demo Plan Area 1 D 20' 40' and Specifications before said revision is constructed. C � ■ � O � Name Date ~ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ G i P A RCH ITECTURE • P LANNING • I NTERIORS 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 Till II Sheet Notes: T 949.756.08 18 F 949.756.0145 i W W W . N G G P A R T N E R S . C 0 M A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. I B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL,ABANDONMENT,ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS M I OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. a' �` C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND i I II APPLICABLE UTILITY COMPANIES,AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER.THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY MATCH LINE-AREA 4 I I o DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. C qMATCH LINE-AREA 2 D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. * RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION.m II E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT CDf SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. III I a F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING _� JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. W1 %/►� THE \ rnI G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES,WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT LAN D \ THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. . GROUP \ O I TLG PN: 120124 Demolition Legend: o 7- CD m I/ I SAWCUT EXISTING ASPHALT CONCRETE APPROXIMATE LINE OF o 0 1 I I AND REMOVE. DEMOLITION LIMITS. m rn SAWCUT EXISTING CONCRETE � I I O SIDEWALK/FLATWORK AT NEAREST JOINT I I L - a J AND REMOVE. N MORGAN HOLDINGS & 1�1 Keynotes: � TO NUMBERED NUMBERS COORDINATED TO NUMBERED NOTES BELOW. STONE HILL 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. \� CD I 2 INFORMATION.AN NSALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE 38 Glen Gary Dr. Ste. 200 l w 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. Aspen, CO 81611 0 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. 5. RETAIN ADN PROTECT EXISTING SIGN. 6. REMOVE&DISPOSE EXISTING CONCRETE CURB AND GUTTER. �' w I 7. REMOVE&DISPOSE EXISTING CONCRETE VALLEY GUTTER. 7301 Pear Dr., Ste. 200 J w I 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. Las Vegas, NV 89128 o 9. REMOVE&DISPOSE EXISTING 15"CMP GRAVITY IRRIGATION PIPE. j 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. CDf 11 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. o w 3 a I w CD w I I �o -n C I a a I hLU II I C)I w l I /I 8 CD I I w �SipNAL EN G\STERF�G'1 I / o / �I r°w I 10/14/2021 s o F O I co W/ � ES \ G / w �R I W I I I w II X NOT FOR CONSTRUCTION REV DESCRIPTION DATE I C O mI O a_ p I F— I I CDfJ I ~M IX m 0 III I I C' I CD I� O1 w pI w x c 2019 Newman Garrison Partners Inc, All rights reserved, a O s The concepts and drawings are protected under US and F- p International Copyright and intellectual property laws w and cannot be used in an manner without express written Y P o of O consent, w a O ICI.lw � �w I SEASONS AT MERIDIAN / w 2700 E. Overland Rd. / I Meridian, ID 83642 3 . - - P - T - TO TO - T-0P T TOP T0� TOP TDP T0� TDP _-` TOP- - TOP_—TOP �4'_ OP P- P__ � - - -= L - -- - - - -- -- -- - �L - �L F1-- OP--� F� _- - - -F FL 3 0V -Top- - - Tflp- - - =f6 - TOP _ -TOF = TOP - TOP-- -- -- -TOP- - - TOP W TOP' TGP TOP 70P -TOP TOP _ TOP-- TOP- Top-- -TOP---TOP - - TOP -- ---- -- -- -- -- -- -- -- -- - - -- -- - I Plans Are Accepted For Public Street EG G _ _ EG—GG G EG - m _ ra70„ �G- -- �G- 3 Construction T T T T T T— � - - N -T -- _-- - T T T T 7 1 T - T G G T G G G G OHP OHP _ OHP � � — �— District that the plans conform to all District policies and standards. Variances or e -- - — — — _�-_��__ _-ice y stamping an signing a improvement plans, a RegisteredEngineer ensures t - - - - ITG� UGP llGP_ a la ' t o' • �— - UGP UGP UGP UGP UGP 8 • 1 14 1•• • $ waivers must be specifically and previously approved by the District in writing. UGP - UGP 9/yF UGP . ' Acceptance of the improvement plans by the District does not relieve the Registered e UGP UGP - -- -- - Engineer of these responsibilities. / Oyp 6 6 1 BY: DATE: 3� 4 - 1 ±102.6' ±14.2' 4 ADA COUNTY HIGHWAY DISTRICT Demo Plan - CIO 0 yp - - 4 4 - I Area 2 W ENV W W W -W W W W W V bf�W W W W W W W W W W W W W�W - W _ APPROVED FOR LAND ROAD (PUBLIC) -- 1°'HO __ CONSTRUCTION _ _ _ _ _ — 1 — — — These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N — compliance with Meridian City Standards and O cn 3 Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) Qyp and/or construct those facilities in compliance with all Uj S$ $S SS $$ $S $$ $$ SS S S$ SS SS S� SS SS S$ $$ SS S$ S$ $$ SS SS $$ current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 08P i retains the right to enforce. inconsistencies not noted by O� City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ \\ Demo Plan=Area 2 0 2D' 4D' and Specifications before said revision is constructed. C 1 ■ 11 �_ Name Date ~ Horizontal Scale: 1" = 20' COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ G i P A RCH ITECTURE • P LANNING • 1 NTERIORS 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 Sheet Notes: T 949.756.0818 F 949.756.0145 W W W . N G G P A R T N E R S . C 0 M A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL,ABANDONMENT, ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES, AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER.THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING _ JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. T H E IFIC G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT II � \To� LAND \ \\ \ \T GROUP o \ Demolition Legend: TLGPN: 120124 17 7/1 F \\� I I "' I j I SAWCUT EXISTING ASPHALT CONCRETE APPROXIMATE LINE OF \\\ \ \ \ \ I I AND REMOVE. DEMOLITION LIMITS. I \\ \ T�A\�\\ I \Op U, \ \ N _ _ r SAWCUT EXISTING CONCRETE MATCH LINE AREA 6 \ \\ '0� \Fn \ �T\ \ I I SIDEWALK/FLATWORK AT NEAREST JOINT AND REMOVE. v MATCH LINE AREA 4 � T0'0 I \\ \op CALLOUT NUMBERS COORDINATED M O RGAN HOLDINGS & v I Op � BEGIN 9 I I Keynotes: TO NUMBERED NOTES BELOW. STONE HILL 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE \ \ I INFORMATION. 38 Glen Gary Dr. Ste. 200 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. Aspen, CO 81611 \ — _ 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. I 5. RETAIN ADN PROTECT EXISTING SIGN. M I1 6. REMOVE&DISPOSE EXISTING CONCRETE CURB AND GUTTER. 7301 Peak Dr., Ste. 200 \ m\ \ 7. REMOVE&DISPOSE EXISTING CONCRETE VALLEY GUTTER. �v v _ Aa' III I 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. Las Vegas, NV 89128 \ \ I ( I I 9. REMOVE&DISPOSE EXISTING 15"CMP GRAVITY IRRIGATION PIPE. v j 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. I 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. I 1 I w I III I CD I � r � wl III I II w II I -� uj I I II IIw I II v I I II Ir I C-0:1II�° v 1 I ICI w l —X—X - - vv II I III Iw I vv I I I I I� v II I III CD " w v I I II II I I II \ I I � CD \ I II II I \ NOT FOR CONSTRUCTION T \\ I II IrII REV DESCRIPTION DATE v I I II I \ I II m I I x I I � I II I I I I II I II II 1 r C3 I N II m 00 J � x © 2019 Newman Garrison Partners Inc. All rights reserved. U' m The concepts and drawings are protected under US and N International Copyright and intellectual property laws and cannot be used In any Manner without express written consent, I CD 0 BEGIN 9 rn 9 END - - - - SEASONS AT MERIDIAN o II x 2700 E. Overland Rd. SIT I I Meridian, ID 83642 III I \ olllll �' I II I ICI I IIII � I � �I II o m rn Demo Plan - C1 MATCH LINE -AREA 4 i l I- tj a IIII L. Area 4 MATCH LINE-AREA 2 i ,J APPROVED FOR IDAHO CONSTRUCTION III o II These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N m compliance with Meridian City Standards and O a' I Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all � o current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 pC. retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless O J I specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Demo Plan Area 4 � 20� 4�� and Specifications before said revision is constructed. C1 . 12 Name Date ~ Horizontal Scale: 1" = 20' COPYRIGHT C 2019 NEWMAN GARRISON+PARTNERS W "IIIJ G i P A RICH ITECTURE • P LANNING • 1 NTERIORS 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 Sheet Notes: T 949.756.0818 F 949.756.0145 W W W . N G G PA R T N E R S C 0 M A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL,ABANDONMENT, ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES, AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER.THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING _ JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. �\ THE G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT LAN D THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. . - GROUP I-84 OPP Demolition Legend: TLG PN: 120124 �P BL B �ExIT �\ J 46J I/ I SAWCUT EXISTING ASPHALT CONCRETE APPROXIMATE LINE OF ��\*\�` I /I AND REMOVE. DEMOLITION LIMITS. ap-\ SAWCUT EXISTING CONCRETE EG70p— �fG _� \�\ I a I SIDEWALK/FLATWORK AT NEAREST JOINT EG -rop\ !r \ \ L — J AND REMOVE. p DP EG G FL Top \EG \\�' vr\ \�\ 0 Tope\ er \\\ 1G EGAo� MORGAN HOLDINGS & EG\ F � Keynotes: TO NUOMBERED NOTES BORDOWATED STONE HILL \op EG FG�` �� \ 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. top EG \ \ 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE \\—rop\ \FG FG\ INFORMATION. 38 Glen Gary Dr., Ste. 200 TGp \ TGp \ FG Top \ \ 9 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. Aspen, CO 81611 FG 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. T \ \ \ \ �\ t X 5. RETAIN ADN PROTECT EXISTING SIGN. pp FG\ ` \�\\ 6. REMOVE&DISPOSE EXISTING CONCRETE CURB AND GUTTER. TG�\\TOp \�\ 7. REMOVE&DISPOSE EXISTING CONCRETE VALLEY GUTTER. 7301 Peak Dr., Ste. 200 FG ' ' FG' \\ \ 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. Las Vegas, NV 89128 9. REMOVE&DISPOSE EXISTING 15"CMP GRAVITY IRRIGATION PIPE. I \ \ \ �� 9 \ .�� 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. nj n ®,{ 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. I 1 I I Io m I I~ \ I � \ I w LU Fn _ \ Lu I I 11 � 1 IIII I I �14 w IIII I � III I IIII I I I III I IIII NOT FOR CONSTRUCTION I _ I II Iu I I II I I ICI REV DESCRIPTION DATE Cop I 91 1 II I I � I o_ w / C I I W IL I ul� Ali I\ w �I � I w ft3" III i� CD cal $ I I I C I I "' I I I� © 2019 Newman Garrison Partners Inc. All rights reserved. ---�� The concepts and drawings are protected under US and International Copyright and Intellectual property laws and cannot be used In any manner without express written consent. I ',\ 2;'°` SEASONS AT MERIDIAN X `TOp 2700 E. Overland Rd. I II �o\\ F Meridian, ID 83642 v \ \\ \ G �\ � \ � \ 3 9 END m Demo Plan MATCH LINE -AREA 6 \ \\TOAD \F^ \ \ \T\ \ Area 6 �P A `r vp MATCH LINE AREA 4 \� \T\\ \ APPROVED FOR \\\\ FG \ \ IDAHa CONSTRUCTION \ \ \ \ FG \\ \ These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N \ \ BEGIN 9 I \ compliance with Meridian City Standards and O \ I \ Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all I \ Tgo \ rnII \ current applicable federal, state and local laws, rules, \ F \ \ regulations, ordinances, development agreements, \ \ \ \ m I specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Demo Plan Area 6 0 20' 40' and Specifications before said revision is constructed. � � ■ � � � Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ Q— SWPPP General Notes: Contact Information: N G 1. ALL STORM WATER WILL BE CONTAINED ON SITE. OWNER: MB OVERLAND WELLS, LLC. 7301 PEAK DR., SUITE 150B n - _ 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY SEVEN DAYS -OR- ONCE EVERY 14 DAYS LAS VEGAS, NV 89128 r AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER.ni PRIMARY CONTACT: RYAN MORGAN • _ _ - - - - INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: PH.858.229.6182 A R C H I T E C T U R E • P L A N N I N G • I N T E R I O R S A THE ENTIRE ITE I TEMP RARILY TABILIZED, R B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS,OR GENERAL CONTRACTOR/OPERATOR: ENGINEERED STRUCTURES, LLC (ESI) - -_ - _ - C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS(MAY THROUGH SEPTEMBER) 3100 B R S T o L STREET SUITE 400 - - I 3330 E. LOUISE DRIVE, SUITE 300 IN ARID AREAS AND SEMI-ARID AREAS. COSTA ME s A ,CA 9 2 6 2 6 MERIDIAN, ID 83642 3. DEWATERING IS EXPECTED FOR THIS SITE AS HIGH GROUND WATER IS EXPECTED TO BE 5 FEET BELOW PRIMARY CONTACT: JASON HYNES T 9 4 9.7 5 6.0 81 8 F 94 9.7 5 6.014 5 - EXISTING GROUND SURFACE. ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL NON-STORMWATER --- - - - 1-84 OF MANAGEMENT.THERE ARE SEVERAL OPTIONS FOR DISTRIBUTION OF WASTE WATER: PH. 208.362.3040 w IN w N G G P A R T N E R S C 0 M \ � 3.1. PUMP WATER TO AGRICULTURAL SPRINKLER HAND-LINES FOR DISBURSEMENT ON ONSITE SWPPP COORDINATOR: W \ - - `\ �4�� UNDEVELOPED VEGETATED PORTIONS OF THE SITE COMPANY: - ! � �Fxr`- 3.2. CONSTRUCT A DEWATERING BASIN AND PER DETAIL 7/C1.57 PH. 48I. 1 3.3. PUMP WATER TO SEDIMENT BAGS WITH DISBURSEMENT TO NATURAL GROUND `\ 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE ESC PLAN PREPARER: ROGER COLLINS W _ COORDINATOR. THE LAND GROUP INC. S w \ \\\\ 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. 462 E. SHORE DR. EAGLE, ID 83616 l/V \ \ / WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS,OR PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS PH. 208.939.4041 I so � I TO MINIMIZE THE DISCHARGE OF POLLUTANTS.KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND AT THE END OF THE BUSINESS DAY.DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. ENGINEER: JIM GUTE, PE. \ I Rq THE LAND GROUP INC. II I I I 1 6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF SITE LOCATION IF PRE-APPROVED. 462 E. SHORE DR. EAGLE, ID 83616 W PH. 208.939.4041 7. ALL DROP INLETS,CATCH BASINS,AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR I I \ INSTALLATION INSTRUCTIONS. \ 8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS nl 1 IIII �Q M A POSSIBLE.ANCHOR TO PREVENT VANDALISM. SWPPP Legend: _ Im, a R 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING E. R „SS CUTTING AND SURFACING OPERATIONS.SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT LIMITS OF DISTURBANCE ILD NG Ntm R \ CONCRETE OR ASPHALT PAVEMENT OVERNIGHT.SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY -.4 - - L NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE.COLLECTED SLURRY AND CUTTINGS SHALL BE SILT FENCE PER THE STATE OF IDAHO CATALOG OF LAN D DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY SF SF STORM WATER BEST MANAGEMENT PRACTICES BMP . \\ of AREA 5 STANDARDS. I� � #65. SEE THE FOLLOWING SHEET FOR DETAILS. GROUP I I I 12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION FIBER ROLL PER THE STATE OF IDAHO CATALOG OF TLG PN: 120124 / IIII I ICI MEASURES. FW FW STORM WATER BEST MANAGEMENT PRACTICES BMP 13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. #64. SEE THE FOLLOWING SHEET FOR DETAILS. / I I I EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE(IF APPROVED BY THE OWNER)AT A / \ IIII �� IIII I I STABILIZED PER BMP#04. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE _0 2661 J PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) IIII III a� WITH DIRECTIONAL SLOPE ARROWS \ \ JJIL ING I IIII J N I 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. APPROXIMATE EXISTING GROUND CONTOUR \ S - S _ -0 2661- ' (ONE-FOOT INTERVAL)WITH DIRECTIONAL 15. ALL GRADING, UTILITY,AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 BUILDING A.M.AND 9:00 P.M.MONDAY THROUGH FRIDAYAND 8:00 A.M.TO 9:00 P.M.SATURDAY AND SUNDAY, `�� SLOPE ARROWS \ \� I E I \ , UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. R PORTABLE RESTROOM PER THE STATE OF IDAHO 3: I / 16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE ❑ CATALOG OF STORM WATER BEST MANAGEMENT \ I ® \ I PERSON. PRACTICES BMP#50. 17. TOTAL DISTURBED AREA IS APPROXIMATELY 17.64±ACRES. U) El BMP#N3USEE SH OP FOR R DETAILS.OTYPE I PER ��\� �� cc_ V' I °C 18. UPON CONTRACT APPROVAL BY THE CONTRACTOR,IT IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CIRCULAR DROP INLET PROTECTION TYPE III PER BMP M O RGAN HOLDINGS CONDITIONS CONTAINED HEREIN. ® #13,SEE SHEET C155 FOR DETAILS. STONE HILL ' MATCH IINE-AREA 5 D �Y' SD MATCH LIME-AREAA I �� - MATCNIINE-AREAb � I MATCXLIMF-AREA< 1 CONCRETE WASHOUT PER THE STATE OF IDAHO C111Soil Stabilization: W CATALOG OF STORM WATER BEST MANAGEMENT r \ ❑ PRACTICES BMP#49 AND DETAIL ON SHEET C155. 38 Glen Gary Dr., Ste. 200 I I 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE MATERIALS STORAGE AND PARKING AREAS PER THE Aspen, CO 81611 REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. STATE OF IDAHO CATALOG OF STORM WATER BEST 2. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE L J MANAGEMENT PRACTICES BMP#37. II IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY 7301 Peak Dr., Ste. 200 / I i IIII I CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF SITE CONSTRUCTION SIGN. Las Vegas, NV 89128 THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. PROVIDE STABILIZED ENTRANCE PER THE STATE OF SD SD=3 SD \ IIII 2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#40.THIS SHALL BE MAINTAINED � I � I CONDITIONS,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING I - BUILDI I \ OG IIII 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,AND EARTH DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF L \ DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS,TEMPORARY STABILIZATION MEASURES MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. DETAIL 1/C155. THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED �I AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: \ _ I MULCHING (BMP 52)-APPLY STRAW,GRASS,COMPOST,WOOD CHIPS OR WOOD FIBERS TO DISTURBED AREAS \ AREA 3 , AREA 4 I TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, a I AND/OR: IF,FI 3. GEOTEXTILE (BMP 53) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO CA B PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, I I A D OOOL FITN I\ 4. MATTING (BMP54) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PI PREVENT EROSION.SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. t � fi I I LEASIN I II SWPPP Posting Requirements: 77 _tL - SD SD o En CLUBHOUSE •�I I 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR AND OBTAINING THE C I o _ _ _ _ _ _ _ _ _ _ IDAHO DEQ NOTICE OF INTENT(N01). 2. A COMPLETE COPY OF THE SWPPP(INCLUDING A COPY OF THE CONSTRUCTION GENERAL PERMIT AND \ R / I I „ I I COMPLETED INSPECTION FORMS),N01,AND ACKNOWLEDGEMENT LETTER FROM IDAHO DEQ MUST BE W RETAINED AT THE CONSTRUCTION SITE(OR OTHER LOCATION EASILY ACCESSIBLE DURING NORMAL \ I I BUSINESS HOURS)AND MADE AVAILABLE FOR REVIEW BY EPA,A STATE,OR OTHER LOCAL APPROVING AGENCY. R � R/W \ ® IIII W W W SD 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE CONSTRUCTION NOT FORCONSTRUCTION S I SS S CATCH LINE AREA S SS S SS SS SS MATCH LINE-AAEA4 SS / I ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING INFORMATION: O O / � - - - V SS � \ I MATCXLIXE-MEA, ® MATCH LIME-AREAI • AT A MINIMUM,THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER AND A REV DESCRIPTION DATE CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT INFORMATION AS �� I IIII WELL AS THE ADDRESS OF THE SITE,THE PERMIT HOLDER'S NAME AND THE PHONE NUMBER OF K/VVR RM/ N / �� I EE I THE STORMWATER POLLUTION HOTLINE(395-8888)MUST BE DISPLAYED THROUGHOUT V III CONSTRUCTION • THE UNIFORM RESOURCE LOCATOR(URL)FOR THE SWPPP(IF AVAILABLE),OR THE FOLLOWING \ I \ bu \ IIII STATEMENT:"IF YOU WOULD LIKE TO OBTAIN A COPY OF THE STORMWATER POLLUTION \\\ I B I III PREVENTION PLAN (SWPPP)FOR THIS SITE,CONTACT THE EPA REGIONAL OFFICE AT EPA REGION \ I ) I I 10 STORMWATER PROGRAM MISHA VAKOC(VAKOC.MIS HA@EPA.GOV) (206)553-6650" C„ • AND THE FOLLOWING STATEMENT"IF YOU OBSERVE INDICATORS OF STORMWATER POLLUTANTS \ "' - - - - - - IN THE DISCHARGE OR IN THE RECEIVING WATERBODY,CONTACT THE EPA THROUGH THE - - \\ I o \ I I I I III FOLLOWING WEBSITE:HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL BUILDIN I VIOLATIONS." _ •THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT IS NEAREST \ I \ I \J G I I TO THE ACTIVE PART OF THE CONSTRUCTION SITE. \ I NCn I • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A PUBLIC 77� \ RIGHT-OF-WAY. I BUILDIN 0 0 11 I ® I I 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I,SECTION 1.11 OF THE I ICIO I I� a g, 3 CONSTRUCTION GENERAL PERMIT. / I / BUILDIN I 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPYING FOR IDAHO DEQ N.O.T. (NOTICE I cn / AREA n SD AREA I �� OF TERMINATION). H U � II111 I I I\ I Cn BUIL N I ! I ( I I I I (E) 2019 Newman Garrison Partners Inc, All rights reserved, K I I I I I The concepts and drawings are protected under US and � International Copyright and intellectual property laws Icn III - - _ - _ _ _ _ - - -- - _ and cannot be used In any manner without express written / NLl 9-1" SEASONS AT MERIDIAN FF 2700 E. Overland Rd. ® �I Meridian, ID 83642 jI I w W W W W wAkI I jI / I I I SD SD L SA SD D I II / 1 II wI L .- j I lyl I "' _ II � - - - - - -- - - - - -- - - - - - - -- - - - - � - - - - - - - - - II L A _ l R/W R/W R/W R/W R/W -- - - R/W R/W R/W R/W R/W - -» - - - - - - - - - RAN - ------ -- _ _ _ - D _ - - -. - - - r- - - - - - -- - -- - - ^ a = N N o w w _ �v - - �w w - W W w _�v w N w �w w w w w - W _ - - - - - SWPPP - - - _ J - - - - - - - - - -�� _ SS =SS S SS SS S �r SS SS Ss SS SS SS SS Note: The SWPPP Plan is comprised SS T a Overall Site Plan EAST OVERLAND ROAD o APPROVED FOR of these Construction Set drawings IDAHO CONSTRUCTION ,G. T oILL combined with the separate p / p NEWMAN GARRISON + PARTNERS, INC N f j` '� �' , r --'- - - - r These lans and or specifications have been reviewed for compliance with Meridian City Standards and O _ _ \ - Booklet. Specifications. This review does not relieve the owner, �i- __________\ - �' Narrative Booklet■ engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) N I - _ Er, and/or construct those facilities in compliance with all Uj \ U) current applicable federal, state and local laws, rules, I regulations, ordinances, development agreements, N specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) 1i City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W SWPPP Overall Site Plan O 50' 100' and Specifications before said revision is constructed. C1 . 50 �Name Date ~ :�E Horizontal Scale: 1" = 50' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W IL O SD - - - - - - - - � SWPPP Legend: ICI G / I SD SD S S D SD SO S 7 pA° I LIMITS OF DISTURBANCE � I � � sF sF SILT FENCE PER THE STATE OF IDAHO CATALOG OF _ STORM WATER BEST MANAGEMENT PRACTICES BMP R/W R R/W R/W R/W� R/W R L a #65. SEE THE FOLLOWING SHEET FOR DETAILS. A RCH ITECTURE • P LANNING • I NTERIORS ® 1 sp o / I FIBER ROLL PER THE STATE OF IDAHO CATALOG OF 3100 BRISTOL STREET, SUITE 400 00 � 77 - W W W W W W W W W W W \ STORM WATER BEST MANAGEMENT PRACTICES BMP C 0 S T A M E S A ,C A 9 2 6 2 6 p FW FW O O SD SD / v"', S° C #64. SEE THE FOLLOWING SHEET FOR DETAILS. T 949.756.0818 F 949.756.0145 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) W W W N G G P A R T N E R S C 0 M Ss - SS SS sAN SS S SS SS S MATCH LINE-AREA 3 - SS SS SS SS SS sAN SS ��` WITH DIRECTIONAL SLOPE ARROWS / C'j FUTURE ROADWAY - �_- APPROXIMATE EXISTING GROUND CONTOUR -o 2661 (ONE-FOOT INTERVAL)WITH DIRECTIONAL � o C ' /� I I MATCH LINE -AREA 1 N SLOPE ARROWS "'„ /' F_ - - \' ® , PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT //� I - - SD SD R / , PRACTICES BMP#50. 7F� I I I IIIA I I-lik- IL H W � ® RECTANGULAR DROP INLET PROTECTION TYPE I PER R/W /1IV Cn R/W R/W R/W R/W R/W R/W / D SD SD SD BMP#13,SEE SHEET C155 FOR DETAILS. -I ; � \ I 'I I` ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP TYPE I INLET PROTECTION TO BE /I \ #13,SEE SHEET C155 FOR DETAILS. INSTALLED WITH INLET � / SD II � � INSTALLATION AND TO BE REMOVED CONCRETE WASHOUT PER THE STATE OF IDAHO UPON FINAL STABILIZATION. 07 V / I "' TYPE I INLET PROTECTION TO BE a CATALOG OF STORM WATER BEST MANAGEMENT S SD D PRACTICES BMP#49 AND DETAIL ON SHEET C155. INSTALLED WITH INLET \ O SD' D I / I � INSTALLATION AND TO BE REMOVED o r � MATERIALS STORAGE AND PARKING AREAS PER THE cn , STATE OF IDAHO CATALOG OF STORM WATER BEST ` '_� UPON FINAL STABILIZATION. �, -/ O o 1 MANAGEMENT PRACTICES BMP#37. W1 ,� - T H E \/ `n 6 SS cn F /I►4 \ \ /� I ,_ 'I 6"SS SITE CONSTRUCTION SIGN. LAN It III: I . D JFS S � PROVIDE STABILIZED ENTRANCE PER THE STATE OF \ `" IDAHO CATALOG OF STORM WATER BEST MANAGEMENT o o � � � r � ' GROUP \ � C rn v, FS PRACTICES BMP#40.THIS SHALL BE MAINTAINED 0 \ I I THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING TLG PN: 120124 \\ I I DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. v� ll o � \ \I co C,rNco I I I I N , 1 N -- - IN— o � I O SD SD LSDou O I AN o i W I \ I I MORGAN HOLDINGS & � I \ BUILDING J 0 0 I ? STONE HILL W II I N Q I �, �' 38 Glen Gary Dr., Ste. 200 / ► /// I / \\ I I I / \ 0 0 0 a s Aspen, CO 81611 _SD I _ � , / ILU / I oI / \ o I mI 7301 Peak Dr., Ste. 200 = I I I No Las Vegas, NV 89128 SO I Cn y I I I I / o I EXISTING AGRICULTURAL FIELD I I, — — —-o J BUILDING K I I0 I � N 11 I I S I 1 I °° � I I o I I 1 � I cn � I I - W I � , I I 1 1.5% \ / I of I \ /Cn N I I S I C I I coCn , I \ / o \/ I , "SS IS o SIN Cn I LL1 / \ I I / \ I Cn \ I \ I \ O SD / , NOT FOR CONSTRUCTION U +j C�3 L _�(Y_F; ; -1 1 4), SD SD S S D S SD � REV DESCRIPTION DATE cn TYPE I INLET PROTECTION TO BE I INSTALLED WITH INLET I I I � / � � � � �_ �� TYPE I INLET PROTECTION TO BE �\ REMOVED INSTALLATION AND TO BE REMO � � UPON FINAL STABILIZATION. "� I I - - - I, ,", _ - - INSTALLED WITH INLET REMOVED \ , — — — — — o vH�u - - INSTALLATION AND TO , 'I TYPE I INLET PROTECTION TO BE INSTALLED , UPON FINAL STABILIZATION. I W W W J I I WITH INLET INSTALLATION AND TO BE C„ I REMOVED UPON FINAL STABILIZATION. -- - Cn SO SD SO SD O O SD SD SO — SD O O O ID sD CONCRETE WASHOUT 0 Cn Ij Cn I I \ cc TYPE I INLET PROTECTION TO BE I I V INSTALLED WITH INLET / ryo \ INSTALLATION AND TO BE REMOVED INSTALL SILT FENCE AT BACK OF EXISTING / I _° UPON FINAL STABILIZATION. / © 2019 Newman Garrison Partners Inc, All rights reserved, SIDEWALK PRIOR TO EARTHWORK AND � The concepts and drawings are protected under US and -_ ,— SA" \ REMOVE AT SIDEWALK DEMOLITION. .A International Copyright and intellectual property laws i s o° and cannot be used in any Manner without express written consent, — — — — — — — — — — — — — — — — — — —— — — — — — —— R/�� • —1 - - __ _ _ __ _ _ - _ -- - - / �i� T� R7W -R/fN R/Il� �� , 5o SD SD SD SD O O SD SD SD EG ---- -- - - -- -- --- -- - -- - _ _ - _ — EG = —EG - --- --�— - - "' "' - - - SEASONS AT MERIDIAN INSTALL SILT FENCE AT BACK OF EXISTING - - - - - -- ��- - G o G G G - a —AEG SIDEWALK PRIOR TO EARTHWORK AND - o ' - - - - - - - - -- _— _ _ �__ - - _�-u- � G � r++ ° G _ - -- �- - - T - T /T -�T - —T - - T- -T- - T ---T T REMOVE AT SIDEWALK DEMOLITI ON.N „- T G T v, T T T T T ---_ _- i - 700 E. Overland Rd. -- — � — — _— — — -- -- - - — — - - - - - - - Meridian, ID 83642 - - - - - - - - -- - — ----- -- - - — - - - — --- - - — - -�-- — — — — — — — — IiP — 1 - -- F G — s ° G - s f ° ° 1 - --- --- -� N IMP UGP UGP — -- °UGP U P — UGP° s LJGP° p w UGP N — -- Cn - ca -- --- -- - ---- r CONSTRUCTION ENTRANCE TO BE / INSTALLED PRIOR TO EARTHWORK -- - - - Cn OPERATIONS AND REMOVED PRIOR TO - W- -- -- - W �W W_ FINAL PAVING BASE INSTALLATION. AAI W _ W W W W W W W W W W W -� W W W - _ TYPE II INLET PROTECTION TO BE INSTALLED PRIOR TO EARTHWORK AND — — — — — — — — — —� — — — — — — — — —TO BE REMOVED UPON FINAL �" Site STABILIZATION. - SS - SS SS SS SS SS SS SS SS SS SS SS -�S SS SS SS SS JJ SS SS SS SS _ — Plan - Area 1 — — APPROVED FOR N EAST OVERLAND ROAD IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N — compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N 1 � engineer, or contractor of the responsibility to design G -a G G ° 10-14-2021 PE LkJ RMIT SET 1 G` gG a G 1° G_ _ ` '� 1° —� �G° TG° T G G and/or construct those facilities in compliance with all 1 f current applicable federal, state and local laws, rules, � - - s TaT - T T rl' - - - - - - - ° ° 1 ° 1 — _ — — regulations, ordinances, development agreements,° 1 9a9 , -- _ _ - --- --- T ° ��1�1 >C � f ° specifications, orders or approvals, all of which the City20213 -- � � j� T.,° f ° � retains the right to enforce. inconsistencies not noted by O) Y PP ° City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards LLJ SWPPP Overall Site Plan 0 20' 40' and Specifications before said revision is constructed. C 1 � 5 1 �_ Name Date ~ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ — I - 14.8% SWPPP Legend: N G S D D;� SD S � I' � Cn I I 'II LIMITS OF DISTURBANCE SILT FENCE PER THE STATE OF IDAHO CATALOG OF P -- _ C/) I SF SF STORM WATER BEST MANAGEMENT PRACTICES BMP a D S #65. SEETHE FOLLOWING SHEET FOR DETAILS. A RCH ITECTURE • P LANNING • 1 NTERIORS 0 I FW FW FIBER ROLL PER THE STATE OF IDAHO CATALOG OF 31 00 B RISTOL STREET, SUITE 400 c � STORM WATER BEST MANAGEMENT PRACTICES BMP COSTA MESA ,CA 9 2 6 2 6 / C/) so Q Q SD SD SD SD Q Q I I #64. SEE THE FOLLOWING SHEET FOR DETAILS. T 949.756.0818 F 949.756.0145 266 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) W W W . N G G PA R T N E R s . C o M SS SS SS SS SAN SS SS SS SS S SS- MATCH LINE-AREA - SS SS 1 WITH DIRECTIONAL SLOPE ARROWS I � � � � � � � � � APPROXIMATE EXISTING GROUND CONTOUR 2661 -- (ONE-FOOT INTERVAL)WITH DIRECTIONAL MATCH LINE-AREA 2 I `� SLOPE ARROWS ® , ° I III PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT SD SO I III PRACTICES BMP#50. I I „ ° ° RECTANGULAR DROP INLET PROTECTION TYPE I PER ® BMP#13, SEE SHEET C155 FOR DETAILS. D SD o S S D D LSD ■■ ■■ CIRCULAR DROP INLET PROTECTION TYPE III PER BMP O $D I III ® #13, SEE SHEET C155 FOR DETAILS. I � I CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG PRACTICES OBMP#9 AND DEF STORM WATERTAIL ON SHEEEST T�C1155. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET V / I o r on MATERIALS STORAGE AND PARKING AREAS PER THE N INSTALLATION AND TO BE REMOVED CO STATE OF IDAHO CATALOG OF STORM WATER BEST ` 6"SS cr, � , UPON FINAL STABILIZATION. / I I \ / I MANAGEMENT PRACTICES BMP#37. kF\ THE �i 6"SS I` \ / I' I \ / I I �1 SITE CONSTRUCTION SIGN. LAN D \/ I I I \/ I I PROVIDE STABILIZED ENTRANCE PER THE STATE OF . � � S FS � �\\ i � i �\\ I I IDAHO CATALOG OF STORM WATER BEST MANAGEMENT � � GROUP PRACTICES BMP#40.THIS SHALL BE MAINTAINED FS I I I I THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING TLG PN: 120124 I f DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF I , I / \ II I I / \ MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE I III DETAIL 1/C155. BUILDING G I I I o p L - - \— J L - - - J \ OF cn p I � SD �S _ 0 I II I AN �II I I I --- r 1 p r - - - p o f � I I I INSTALL 8"FIBER ROLL AT BOTTOM OF \ / EXISTING FENCE PRIOR TO EARTHWORK AND MORGAN HOLDINGS & REMOVE AT FINAL STABILIZATION. STONE HILL I � v7 � � 0 I S \\ i II I \\ j 38 Glen Gary Dr., Ste. 200 0 a mg, \ / II Aspen, CO 81611 SD I , o 7301 Peak Dr., Ste. 200 I Las Vegas, NV 89128 BUILDING H a a —SD S I I , N / \ I N I BUILDING K a p p S N N 0 �/ IIII II N O SD IIII II SD S SD 41) I- W I .I S N \ I II _j I I 'SS TYPE I INLET PROTECTION TO BE o % INSTALLED WITH INLET _I FS FS , \ SAN �� INSTALLATION AND TO BE REMOVED � � I � I \ / I i 7.90 UPON FINAL STABILIZATION. I V A\ 111 II / \ 11.1% NOT FOR CONSTRUCTION - - - - - - - - - - - REV DESCRIPTION DATE SO SD SO SO SO , S SO S SD S O Cn Cn N I TYPE I INLET PROTECTION TO BE I INSTALLED WITH INLET - - - - INSTALLATION AND TO BE REMOVED - - - - c - - m I I I I I TYPE I INLET PROTECTION TO BE UPON FINAL STABILIZATION. 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SIDEWALK PRIOR TO EARTHWORK AND ° �� 11 The concepts and drawings are protected under US and t� ° �_ / R/W— International Copyright and Intellectual property laws REMOVE AT SIDEWALK DEMOLITION. �� R/W R/W R/W and cannot be used In any manner without express written J7o o - -=_- - - - a - - -- — - - - -- _1Ju — - - - - - - - - - - - _ �-- - - - - - __»--= — consent — - - RAW R/W � ——- - - INSTALL SILT FENCE AT BACK OF EXISTING INSTALL SILT FENCE AT BACK OF EXISTING R � \ SIDEWALK PRIOR TO EARTHWORK AND V - - - - _F/� - - - -R - - h7W - -- ,� - - - - �� 1 � /W R/W R/W �� REMOVE AT SIDEWALK DEMOLITION. -_ z - -- - -o —o — w° — - - - - - SEASONS AT MERIDIAN r^ M ° - - --- - - - SIDEWALK PRIOR TO EARTHWORK AND . - - - - - - -SD =G - - �- - - EG G -- EG ------�- - - > --- �G �G� - - -- I I \\ � — - - - - - a a r REMOVE AT SIDEWALK DEMOLITION. r i '_ -- - � G Go G G — G G - s =G G � GAS �� - co _J 2- +�d- T - - - -- T - -T - -T - - -T - - � ro T - - T \ -1 - � � -_- - ° -- __ _ _ — _ _ _ _ - _ - T G G E T 2700 E. Overland Rd. — — — — — — — — ULiv - _ Meridian, ID 83642 1° GP 1 s UGPs ° 1° UGP —�— GP s UGP - IIGP U4aP - - - - _ - - - - - - - - - - - - ----- - - - - - - - - - - -- - - - - - - - / CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR TO EARTHWORK _ N OPERATIONS AND REMOVED PRIOR TO FINAL PAVING BASE INSTALLATION. i W W W EAST OVERLAND ROAD (PUBLIC) W W W W W W W � / W W W W —W - � L W W` W W W TYPE II INLET PROTECTION TO BE INSTALLED PRIOR TO EARTHWORK AND TO - 1 - - - - - - - - - - BE REMOVED UPON FINAL STABILIZATION. - 1 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 5 SS SS SS SS SS SWPPP Site C3 Plan - Area 2 APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by � City staff shall not be construed as approved unless O UD Cn specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W SWPPP Overall Site Plan 0 20' 40' and Specifications before said revision is constructed. � � ■ �2 � Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT 0 2019 NEWMAN GARRISON+PARTNERS ICJ Q_ SWPPP Legend: N G LIMITS OF DISTURBANCE ^ FIBER ROLL PER THE STATE OF IDAHO CATALOG OF 1�.J Fw Fw STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. A RCH ITECTURE • P LANNING • I NTERIORS 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) 3100 BRISTOL STREET, SUITE 400 _N WITH DIRECTIONAL SLOPE ARROWS COSTA ME S A ,CA 9 2 6 2 6 APPROXIMATE EXISTING GROUND CONTOUR 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 SLOPE ARROWS 9 _ -N�-2661 (ONE-FOOT INTERVAL)WITH DIRECTIONAL T 9 W N G G P A R T N E R s c o M PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#50. ® RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP#13,SEE SHEET C155 FOR DETAILS. ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C155. r mn MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#37. bm-I SITE CONSTRUCTION SIGN. PROVIDE STABILIZED ENTRANCE PER THE STATE OF � //�� IDAHO CATALOG OF STORM WATER BEST MANAGEMENT wlicFMI THE PRACTICES BMP#40.THIS SHALL BE MAINTAINED � � LAN D THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING . DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF �■r GROUP S SID D SD SD I i MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE Ij SD D S �I I DETAIL 1/C155. TLG Plv: i2oi2a W L Ic 1) T Q )D SD SID / SO SD SD O O � , MATCH LINE -AREA 5 MATCH LINE-AREA 3 // SAN D SI N - - I MORGAN HOLDINGS & I �w W I STONE HILL 38 Glen Gary Dr., Ste. 200 / I Jl IL SD S D S D Fs � Aspen, CO 81611 ® 7301 Peak Dr., Ste. 200 I\ � Las Vegas, NV 89128 TYPE I INLET PROTECTION TO BE \ j/ I INSTALLED WITH INLET 4.5% \ / , INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. , I, I /\ r TYPE I INLET PROTECTION TO BE I I'I, INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. I I' I / I ❑ \ I �' B i BUILDI I` 01 EXISTING AGRICULTURAL FIELD I �O SD /I Q I o o Cn W I_ \ \ / I o I � � I 0 N _ SD , NOT FOR CONSTRUCTION v I v = cc" I 0 I o _ _ REV DESCRIPTION DATE � o s s = I I z m m = - M a a o U _ m U) p I BUILDING A N � — � > I SD - �D SD SD I I I o a o o W I SAN I' � I\ e I I 1 LEASING 4.6% \ TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET I I U) INSTALLATION AND TO BE REMOVED / UPON FINAL STABILIZATION. I FS FS Jc 2019 Newman Garrison Partners Inc, All rights reserved, \ / I Q I The concepts and drawings are protected under US and I I \/ `, International Copyright and intellectual property laws U) I - , and cannot be used In any manner without express written U) consent, TYPE I INLET PROTECTION TO BE T a , IN I INSTALLED WITH INLET ") IN � / \ INSTALLATION AND TO BE REMOVED , U UPON FINAL STABILIZATION. SEASONS AT MERIDIAN cn R/W R / \ I / \ 2700 E. Overland Rd. Meridian, ID 83642 71 - - - - - SD SD S S D D SO S off° I V I VI w w W w_W_W w w w Iw W w O O SID SD / Cl) S° O O SS OS SS SAN SS SS SS I S SS SS S MATCH LINE-AREA 3 _ SS SS SS SS SS AN SS SS SWPPP Site Cn MATCH LINE-AREA l � Plan Area 3 I APPROVED FOR � � — — � � � � IDAHO CONSTRUCTION SD SD , NEWMAN GARRISON + PARTNERS, INC These plans and/or specifications have been reviewed for N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N I � D SD D SD `n � S engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) � /W R/W cn and/or construct those facilities in compliance with all / - � � ; , -i� current applicable federal, state and local laws, rules, / I CN regulations, ordinances, development agreements, 'E I INLET PROTECTION TO BE i I specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by O-) TALLIED WITH INLET I / - SD I, cn I City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards W / � 20� 40' and Specifications before said revision is constructed. � 1 � 5 3 � SWPPP Overall Site Plan Name Date ~ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W IL SWPPP Legend: N G EMEME LIMITS OF DISTURBANCE P FIBER ROLL PER THE STATE OF IDAHO CATALOG OF Fw Fw STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEETHE FOLLOWING SHEET FOR DETAILS. A RCH ITECTURE • P LANNING • 1 NTERIORS 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) 3100 BRISTOL STREET, SUITE 400 _N WITH DIRECTIONAL SLOPE ARROWS COSTA ME S A ,CA 9 2 6 2 6 APPROXIMATE EXISTING GROUND CONTOUR - -2661 (ONE-FOOT INTERVAL)WITH DIRECTIONAL T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.014 5 SLOPE ARROWS W W W . N G G PA R T N E R S . C 0 M ❑ PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#50. ® RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP#13, SEE SHEET C155 FOR DETAILS. ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C155. r mn MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST �■j MANAGEMENT PRACTICES BMP#37. II &E-I SITE CONSTRUCTION SIGN. PROVIDE STABILIZED ENTRANCE PER THE STATE OF � - THE •p° IDAHO CATALOG OF STORM WATER BEST MANAGEMENT � � PRACTICES BMP#40.THIS SHALL BE MAINTAINED �„ I INSTALL 8"FIBER ROLL AT BOTTOM OF THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING . LAN D \ / � I II I EXISTING FENCE PRIOR TO EARTHWORK AND DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF A \ I�X I II \/ /� I 1.3% REMOVE AT FINAL STABILIZATION. MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE R U P SO I I /\ I DETAIL 1/C155. TLGPN: 120124 CIO :n CIO MATCH LINE-AREA 6 �„ SAN D SO S MATCH LINE-AREA 4 0 GIRR sn — — — — BUILDING F I GI R MORGAN HOLDINGS & W I , I �\ I RELOCATED AND TILED IRRIGATION DITCH STONE HILL GI III a I �� 38 Glen Gary Dr., Ste. 200 Fs Aspen, CO 81611 ® ❑ ❑ \ / II � � I o W 7301 Peak Dr., Ste. 200 \�. TYPE I INLET PROTECTION TO BE , I I iJ I /\ II \ I Las Vegas, NV 89128 9 INSTALLED WITH INLET I / \ I / �% I � 11 INSTALLATION AND TO BE REMOVED I I I Ii II UPON FINAL STABILIZATION. SO SO SO SO SD SD SD O 1 I 1 4/ 1 IIII 1 oho N - - - - - - - O SD I 11 I o I II II III � � , W I I III _Iv X -_ X - - - D ;o W _ CD SKI/BIKE/ - DOG o II EJl II I SO - II � o in Il l NOT FOR CONSTRUCTION I _ _ I I I INSTALL 8"FIBER ROLL AT BOTTOM OF z , z I I EXISTING FENCE PRIOR TO EARTHWORK AND REV DESCRIPTION DATE O I I REMOVE AT FINAL STABILIZATION. a a , T R1 - - W A I I -I I I o POOL I II Cn I- - D I I I SAN I FITNESS II I o o LEASINGco I IP I rn N � I IICn IV �N r00 11 FS FS SO S SO I SD II IU7 I- I J ' i D ® © 2019 Newman Garrison Partners Inc. All rights reserved. ® I The concepts and drawings are protected under US and I- International Copyright and Intellectual property laws U) I and cannot be used In any manner without express written TYPE I INLET PROTECTION TO BE BHOUSE I consent. o INSTALLED WITH INLET O INSTALLATION AND TO BE REMOVED - - 31 UPON FINAL STABILIZATION. °° ® o I I Id � Cn IIII SEASONS AT MERIDIAN o \ II I 2700 E. Overland Rd. ZVIt t -,,' O I Meridian, ID 83642 I- - - - - - Q cn 14.8% E ___... I I I I II U, o D S So lj so Q Q SD SD SD SD Q Q � I II qI SWPPP Site SS SAN SS SS SS SS S SS - MATCHLINE -AREA4 _ SS SS SAN 9I I M MIS -M �m lM M M M „ MATCH LINE-AREA 2 I ill Plan Area 4 I APPROVED FOR ll IDAHO N TR TI N I I CO S UC O l NEWMAN GARRISON + PARTNERS, INC � , I These plans and/or specifications have been reviewed for N � , Ill compliance with Meridian City Standards and O S S D D LSD I I Ill Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design g p y g 10-14-2021 (PERMIT SET) - - - - - - - - - I and/or construct those facilities in compliance with all Jj '� �' \ ' �' O D I current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, N O specifications, orders or approvals, all of which the City 20213 C/DI retains the right to enforce. inconsistencies not noted by � "' I I City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W SWPPP Overall Site Plan 0 20' 40' and Specifications before said revision is constructed. C1 . 54 Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ 11 SWPPP Legend: N G LIMITS OF DISTURBANCE ^ FIBER ROLL PER THE STATE OF IDAHO CATALOG OF 1�.J Fw Fw STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. A RCH ITECTURE • P LANNING • I INTERIORS 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) 3100 BRISTOL STREET, SUITE 400 _N WITH DIRECTIONAL SLOPE ARROWS COSTA ME S A ,CA 9 2 6 2 6 APPROXIMATE EXISTING GROUND CONTOUR 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 SLOPE ARROWS 9 _ —N�-2661 (ONE-FOOT INTERVAL)WITH DIRECTIONAL T 9 W ING G P A R T IN R s c o M PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#50. ® RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP#13,SEE SHEET C155 FOR DETAILS. ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C155. -�� --- ril mill MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST i EW MANAGEMENT PRACTICES BMP#37. - _ FW FW �I SITE CONSTRUCTION SIGN FIdL� F RELOCATED AND TILED IRRIGATION DITCH EW W F RAMP E PROVIDE STABILIZED ENTRANCE PER THE STATE OF �� //�•�r FW ►r 46) THE FW IDAHO CATALOG OF STORM WATER BEST MANAGEMENT 1 - - _ _ — _ PRACTICES BMP#40.THIS SHALL BE MAINTAINED LAN D INSTALL 8 FIBER ROLL AT BOTTOM OF THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING ,0, =; V�O\ EXISTING FENCE PRIOR TO EARTHWORK AND DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF . MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE R� REMOVE AT FINAL STABILIZATION. GROUPDETAIL / 155. � �� TLG PN. 120124 — _ - - — — — � — I C13 T41 III \W� W IIII I� W � � ' � \ W \ \ _ -- � �_ — — _ \ \ 0.6% I I ,y W _ _ _ — — _ — v v r- — — �! —== — W� w� — — — — — _ _ \ -_ MORGAN HOLDINGS & _O _ STONE HILL wo °�� s° o v v 38 Glen Gary Dr., Ste. 200 I I W _ � � \ � � - Aspen, CO 81611 w s°=� W SD S° O o \ w o W 7301 Peak Dr., Ste. 200 COw Las Vegas, NV 89128 I \\ O SD 1 S SD - D SD- - SD - SD \ O TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET o I o \ INSTALLATION AND TO BE REMOVED / UPON FINAL STABILIZATION. FS FS I I \ SAN 1 I 6. \ 6"SS _ I I C' Li EXISTING AGRICULTURAL FIELD J o I \ a L — — — — J _ 3 , 3 J "' R IWI ,II I z z �� R ;- = SD SD SD SD , a � � R / I o I \\ / BUILDING D C" ' NOT FOR CONSTRUCTION Cn U' I - REV DESCRIPTION DATE V CIO \\ YI- Cn SID i� Z J" / \ I , 1 i TYPE I INLET PROTECTION TO BE U) \ INSTALLED WITH INLET / \ I INSTALLATION AND TO BE REMOVED , UPON FINAL STABILIZATION. o Cn v' , 1-I O I I � -- SD $D o Cn Cn � BUILDING C CIO © 2019 Newman Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and i International Copyright and intellectual property laws 2 4% and cannot be used In any manner without express written o can , consent, NS I / \ TYPE I INLET PROTECTION TO BE U SEASONS AT MERIDIAN , INSTALLED WITH INLET - \ INSTALLATION AND TO BE REMOVED , I 2700 E. Overland Rd. \ o UPON FINAL STABILIZATION. I O'- Meridian, ID 83642 / � I U C/7 S SD D I SD SD SD Don 51 , i Cn SWPPP Site - - - - - - - - - - — - - - - - —� - - - Cn O MATCH LINE-AREA 5 �D SD SD o SD SD SD SD O o Plan - Area 5 M M lkw « < wwwww « < m APPROVED FOR MATCH LINE-AREA 3 / � SAN , IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O W Specifications. This review does not relieve the owner, N \ r engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) - , I and/or construct those facilities in compliance with all v V current applicable federal, state and local laws, rules, N I W W \ I regulations, ordinances, development agreements, \ \ specifications, orders or approvals, all of which the City 20213 \ I retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards W SWPPP Overall Site Plan 0 20' 40' and Specifications before said revision is constructed. C1 . 55 � Name Date ~ :�E / Horizontal Scale: 1" = 20' COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W SWPPP Legend: N G LIMITS OF DISTURBANCE ^ FIBER ROLL PER THE STATE OF IDAHO CATALOG OF 1�.J Fw Fw STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. A RCH ITECTURE • P LANNING • I NTERIORS 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) 3100 BRISTOL STREET, SUITE 400 _N WITH DIRECTIONAL SLOPE ARROWS COSTA ME S A ,CA 9 2 6 2 6 APPROXIMATE EXISTING GROUND CONTOUR 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 SLOPE ARROWS 9 _ —N�-2661 (ONE-FOOT INTERVAL)WITH DIRECTIONAL T 9 W N G G P A R T N E R s c o M PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#50. ® RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP#13,SEE SHEET C155 FOR DETAILS. ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C155. r mn MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#37. H bm—I SITE CONSTRUCTION SIGN. PROVIDE STABILIZED ENTRANCE PER THE STATE OF � //�� IDAHO CATALOG OF STORM WATER BEST MANAGEMENT FMIZ4 PRACTICESTHE AND , PRACTICES BMP#40.THIS SHALL BE MAINTAINED LAN D THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING . DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE GROUP DETAIL 1/C155. TLG PN: 120124 RELOCATED AND TILED IRRIGATION DITCH co TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. _ \ , MORGAN HOLDINGS & STONE HILL ` W 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 o \ � Las Vegas, NV 89128 w INSTALL 8"FIBER ROLL AT BOTTOM OF So m 1�VA �,7 EXISTING FENCE PRIOR TO EARTHWORK AND W _ \\ Rq \ REMOVE AT FINAL STABILIZATION. W C O \ II \ 0 w �� STAGING AREA: o I( SD MATERIAL LAYDOWN,TRASH AND I � WORKMAN PARKING AREA. I � � - FS FS RR 6AN j _ so I W I 6SS �� — — \ • �W C MAINTENANCE \, II I S/ � 0 w R / so Co \ m m R I III O O I \ _ _ �° �o '" a a Cn R 6"SS 6"SSA l i 6"s 6"S i L \ \. �' R I' I '` 41 I ' \ NOT FOR CONSTRUCTION PA MI I I I I I \ REV DESCRIPTION DATE S SID SD S S S D SID O I \\\ - - { 4 I \ l 0 1 4) \ I I RELOCATED AND TILED IRRIGATION DITCH SD cc CD II U3 li \ ' S FS N \ / \ / TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET I o I \ .1 INSTALLATION AND TO BE REMOVED I \ / I Cn UPON FINAL STABILIZATION. I N / I I \ I \\ I Cn ' I I cQ 2019 Newman Garrison Partners Inc, All rights reserved, L — — — — J \ The concepts and drawings are protected under US and \ D SD SD SD I - International Copyright and intellectual property laws and cannot be used in any manner without express written consent, BUILDING E \\ � � O � IAli, � I ---- / C'3 Cn SEASONS AT MERIDIAN -° C/3 O SID 6. �\ 0 2700 E. Overland Rd. in Meridian, ID 83642 Cn Cn in II INSTALL 8"FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND \/ I 1 3% REMOVE AT FINAL STABILIZATION. SID Cn cc SWPPP Site � I � MATCH LINE -AREA 6 Plan Area 6 U) SAN D SID MATCH LINE -AREA 4 I V IDAHO APPROVED FOR CONSTRUCTION NEWMAN GARRISON + PARTNERS INC I \ These plans and/or specifications have been reviewed for N CUD l) compliance with Meridian City Standards and O cI R Specifications. This review does not relieve the owner, N BUILDING F j engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) w RELOCATED AND TILED IRRIGATION DITCH and/or construct those facilities in compliance with all Uj i current applicable federal, state and local laws, rules, N / regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City-------- 20213 I retains the right to enforce. inconsistencies not noted by O� 'I I - Gil I City staff shall not be construed as approved unless O � I specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ SWPPP Overall Site Plan 0 20' 40' and Specifications before said revision is constructed. � 1 � 5 6 �_ Name Date ~ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ IL 50'MINIMUM EXISTING STORM SEWER GRATE A I PAVEMENT CONSTRUCTION SPECIFICATIONS 000000 LIFT STRAPS, FRAME OR I v 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED 00�00�000000 OTHER METHOD OF LIFTING CONCRETE EQUIVALENT FOR TOP LAYER, 2"4" DIAMETER FOR BASE 000��00000 LIFT STRAPS, FRAME OR OTHER I BAG FOR MAINTENANCE LAYER. 00 METHOD OF LIFTING BAG FOR I P FILTER CLOTH MOUNTABLE BERMJ 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS OR MAINTENANCE I 1 CD (OPTIONAL) SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD METAL FRAME REQUIRED OVERFLOW PORTS OR APPLY). METHOD FOR OVERFLOW IN CURB O�PENING A RCH ITECTURE • P LANNING • I NTERIORS 3. THICKNESS-NOT LESS THAN 6 INCHES. STORM GRATE EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® ® LARGE STORM EVENTS o\ I 31 00 B R sr L STREET, SUITE 400 COSTA ME S A CA 9 2 6 2 6 POINTS WHERE INGRESS OR EGRESS OCCURS. I O 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 2 FT MINIMUM owl ROLLED CURB FILTER 50 MINIMUM PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT BAG OR FLAP ANCHORED T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.01 4 5 FAMILY RESIDENCE LOT. � REINFORCED CORNERS OR BEHIND CURB w w w N c c P n R T N E R s c o M 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION METAL FRAME ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS REQUIRED OVERFLOW �\\ 75�0\\� �O\\\\ IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE � � � � PORTS OR METHOD FOR 2E 'V PERMITTED. 2-FT MINIMUM I ® I OVERFLOW IN LARGE STORM O O (_ �_ �O O O ( ' O O O O 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION EVENTS z (��(�� (��100,, (��(�� WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO STORM INLET CONTAINMENT BAG �(j�`�(j�`��C �o �O(j�`�(j�`� (j�`�(j�`�(j�`�(j�`� PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING _ '� WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: NOTES: \\\ CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. APPROVED MANUFACTURES:FLE STOR TM 1. APPROVED TIM OR F EXSTO : TM SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DANDYSACK OR FLEXSTOSC DANDYSACK OR FLEXSTORM I I RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. INSPECT AT FREQUENCY DESCRIBED IN 2. INSPECT AT FREQUENCY DESCRIBED IN O\ 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR ESC/SWPPP DOCUMENTS. REPAIR OR ESC/SWPPP DOCUMENTS. REPAIR OR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REPLACE AS NEEDED. REPLACE AS NEEDED. O REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 3. REMOVE SEDIMENT ACCUMULATIONS 3. REMOVE SEDIMENT ACCUMULATIONS PLAN VIEW AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WHEN FILTER CAPACITY IS REDUCED WHEN FILTER CAPACITY IS REDUCED 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED BY 50%. BY 50%. AFTER EACH RAIN. = THE Stabilized Construction Entrance (BMP 40) Drop Inlet Protection Type I (BMP 13) Drop Inlet Protection Type II (BMP 31 ) LAN D 1 Scale: NTS 2 Scale: NTS 3 Scale: NTS -� GROUP TLG PN: 120124 SEE WOOD STAKE WOOD STAKE DETAIL THIS SHEET Idaho DEQ - Final 2018/2020 Integrated Report FIBER WATTLE %zoo) FIBER WATTLES .= s L�:,�agrAve = IF l3roadivay Avg f :ill t. _,m. E Commercial C1 Nidldla School - - I SEE WOOD STAKE - _ _ DETAIL THIS SHEET Beatty_ Mardian � D Academy_ � E Ada S l= L�rt7l _ � fr� S1 - - - . ELarork� C \ op\ E King Sl MORGAN HOLDINGS & i c - - I i,rFr ' y WOOD STAKE \ / SLOPE SURFACE 1#ra STONE HILL 4 E Franktrrr Ind `• IN Franklin €3,ct - - f- 38 Glen Gary Dr., Ste. 200 S1orey Park Csrtterery L :Sprrngwood Or , � � Ir::l^. �.T { ., E Louis.0 'r'7 V.,"A R,. + ' w/r t1; Aspen, TRENCH EA.ulurnnVw'a4 S ,��ar , rf - 7301 Peak Dr. Ste. 200 _ Meadow Lake t1 a e l lm ar r - - - - - - - - - - E Sl Luke`& Rd Goncourse :# 4„�.,, , a Las Vegas, NV 89128 .2 CQ nnyfio rS 51 V F RlValerloveer Lnii E Walertowlrer 51 € r. . 3{�� LI. 3 -,r; +ti ErrJ N a Bark e4r. Sr Luke's � � 1 are Park ,_ Vie�,g,r Me"dran E Pry me made St c`, Y � lled�al Eliza Spalcnq i rite � T. v 1' nyl�sr7Clf; t" Sri _�``• Elamenlary t: �,1": CIr ""3rfi1 F_'Gori:wale C,r ,Center i" Sc boo I Sy mart :f E r lip rF, CIr 4,: qI;J. ;.� . 1. UP �V'4'ya .,an Ln - r E t.adlllav [ir T, FIVE MILE CREEK �Ln _ ti+ * 30 - - - CATEGORY: 5 305D LISTED Fiber Roll (BMP 64) Fiber Roll Stake Section (BMP 64) I[3ornr ~?_ .,r TMDL 64560-LOWER BOISE RIVER f� �'`l `=�'"��`- C'r 4 5 BACTERIA&SEDIMENTATION Scale: NTS Scale: NTS a sl - - 1 IN Alp rr:lrm ti e E l]rN.x sf f ` PROJECT _ ,� e, arw �d Z:r POST SIGN NEAR BASIN 8"OVERFLOW OUTLET PIPE Roaring t Br'1f+xog l rr LOCATION rr .} 7 Ve FtoIjr33 %`1 1 Sprrnga Waktr Park fl TEN MILE CREEK _ E L?vQrlarrCk Ft'3 - 'r'4' "'erland Ft'1 CATEGORY: 5-305D LISTED _ CONCRETE 4 �\ ", TMDL 64560- LOWER BOISE RIVER ri SE L gala ter, r� i \/ / /�� BACTERIA&SEDIMENTATION b' '4jmga Cr rF� WASHOUT w - rr' . �\ Q ��\\\/ / Lo,r+�?'- -- 'r. _ '� E Y,7 r � r•J I `l'' n 2 = . \� \\\� E I Q E Srlrerkl. te V }»lrGl Sl ry i r R*PVT _EIGHT MILE CTREEK ^� urn / \\/ / : �/ \\• o `fir � - F - - PERENNIAL STREAM �, EXISTING GROUND _ _ r111lounrhrn View I \ \ i Orr � F y�f F,tF� ,�. \ �� CATEGORY: 4A-305D LISTED �C J 4#4h Sth9cd VwwHVh _ Ele Ss TMDL 64560 LOWER BOISE RIVER , €-� , I `� C ,� '3j INTERMITTENT STREAM BACTERIA NOT FOR CONSTRUCTION \ \� / //\\ r �7 t C r 'S,Je I rF +fie Car .11 CATEGORY"4A 305D LISTED Or r "� 171.1 TMDL 64560- LOWER BOISE RIVER 'rrff"r' St I�p�.rrr,rnl `{ '' ` ''�Ide `+ REV DESCRIPTION DATE 10 MIL (MIN.) M Cr"k f .+ ,. r BACTERIA Capper Park rr rI' Krwanrs Park Prspparr PLASTIC LINER Park f '�ra 5,7lyn.err ,r �.• CIr. w SEASONAL HIGH a. rrh c1 ",, Tlrr e F �'terr ., ry Y _ El•m+enlary Tr` `k F ° wry 1 I "�=„ r t krocrp WATER EL. = E Twilt Zfxre, �, �, k;ir liI#ge LIi RIDENBAUGH CANAL , IN EkIIlaro, NOTES: NOT ASSESSED r LA 1. THE SWPPP COORDINATOR IS RESPONSIBLE FOR PROPER BASIN SIZING. ;• E �rr4'u!J''- `' E Easy Jel Dr - Ib 't� rL,rr3 CIr 2. CONTRACTOR SHALL PLACE OVERFLOW PIPE IN LOCATION THAT DIRECTS WATER AWAY FROM g410 ADJACENT PROPERTIES. IN NO INSTANCE SHALL WATER BE ALLOWED TO DISCHARGE OFFSITE -. ,� Or G9F 1.i 4 <: :^t fdfpM1y �Rreelt '. n WITHOUT APPROVAL FROM THE RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL r• - 1 E r 1 E 1.1, F ,. ',?' s LL ', rr"' l wiga sf a # E L:ylni QUALITY. r. rucr Cyr c� 14 ,T, Q6 A/ 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL HIGH GROUND WATER LEVEL. , \ S NOTES 4. REFER TO IDEQ BMP NO. 46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS 1}': 1�r f # `k 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. REGARDING DEWATERING. F ?Crw :. I N," E VKII),ry Rd E ''1kJ?ry fed � 'N k-tory Rd rly !� ��F E CUllerr SI Ir a, Concrete Washout BMP 49 Dewatering Basin With Overflow Outlet BMP 46ofa 7 6 Scale: NTS Scale: NTS r Row rr S �Q21 FASTNER-MINIMUM NO. 10 GAGE WIRE Legend 1 1:18,056 BURP I © 2019 Newman Garrison Partners Inc. All rights reserved. IDEA Strm Monitoring(4 PER POST REQ'D) g (BURP) NotAssessed(Cat3) Tribal Waters (Cat 3t) 0 0.2 0.4 0.8 ml The concepts and drawings are protected under US and International Copyright and intellectual property laws FILTER FABRIC Not Monitored Not Su ortin Cat4a,4b,4c,5 and cannot be used In any Manner without express written PP g( ) 0 0.35 0.7 1.4 km River Tribal Waters (Cat 3t ) Stream Not Supporting (Cat5) Sources: Esri, HERE,Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO,NIPS, NRCAN,GeoBase, IGN,Kadaster NL, SEASONS AT MERIDIAN 4th Field HUCS (Idaho) Ordnance Survey, Esri Japan, METI, Esri China(Hong Kong),(c) (Mercury Impaired Cat 4a,5) OpenStreetMap contributors,and the GIS User Community Mercury Impaired Lakes 2020 305(b) Streams ©IDEA 2020 2700 E. Overland Rd. Meridian, ID 83642 ELEVATION Not Supporting(Cat 5) Fully Supporting(Cat 1,2) 2020 305(b) Lakes NotAssessed(Cat 3) FILTER FABRIC Fully Supporting(Cat1,2) Not Supporting(Cat 4a,4b,4c,5) Map Courtesy of IDEQ's 305B Integrated Report z_ Copyright @ 021 DEQ GIs EXISTING GROUND _qw- '*_1 Waters of the US Map COMPACTED NATIVE MATERIAL 6" MIN. FABRIC ANCHOR DETAIL NOTES: SWPPP Details 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. APPROVED FOR 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR IDAHO CONSTRUCTION WOVEN. NEWMAN GARRISON + PARTNERS, INC 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF These plans and/or specifications have been reviewed for N compliance with Meridian City Standards and O 3.0 SO. IN. Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, Silt Fence Install 1 (BMP 36) N 8 regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 Scale: NTS retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W and Specifications before said revision is constructed. � � ■ � � � Name Date ~ COPYRIGHT C 2019 NEWMAN GARRISON+PARTNERS W Q_ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. ^ 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO 1�.J STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RICH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 B R I S T o L STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.014 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G P A R T N E R S . C 0 M X X 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE — � OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES,AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S r GIRR � REPRESENTATIVE. — — — — I48 OFF 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. —� h'Ap IT SHALL HAVE AN EXPANSION JOINT. �pUBl c IT 4�� Al 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE \ J DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. R 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. q \ Gigq 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 ��//►� THE REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAN D SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . 0 CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD GROUP \ ADJUSTMENTS. I � TLG PIN: 120124 — J I �� 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. "S 6I \ 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES \ NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. AREA 5 I AREA 6 I F —J I MORGAN HOLDINGS & STONE HILL I I ® I ® I I 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 MT — I 7301 Peak Dr., Ste. 200 t� Las Vegas, NV 89128 - �� T II I ❑ o I 11 . I I C I AREA 3 AREA 4 - I I I Ll NOT FOR CONSTRUCTION rCo R I REV DESCRIPTION DATE 1177 R O I R I I I r I I ii —J I L — I I nnn — nno cQ 2019 Newman Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and 0 I I International Copyright and intellectual property laws AREA 1 AREA 2 I and cannot be used In any manner without express written — I I consent, [U - SEASONS AT MERIDIAN 2700 E. Overland Rd. _7 - Meridian, ID 83642 I T I �J �► II I I y I � L � - - - - - - - - - - - J Site Layout - I Q W I I XR/W R/W R/W R/W — — — — �niu — — �— — — — — : /W *W Q-^�.' R/W R/W R/W R/W —__— - — — - _ - - - - - - - - - - - - - - _ Overall 005 — — —_ — — — - -_ —_ _ — — — APPROVED FOR - r - s .t a — — - r. IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N — wV compliance with Meridian City Standards and O wv �? (2) "" Specifications. This review does not relieve the owner, N EAST OVERLAND ROAD'(PUBLIC) D — — — — — — — engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) D _ — r — and/or construct those facilities in compliance with all D S S LU current applicable federal, state and local laws, rules, N 1E_A IS regulations, ordinances, development agreements, Ospecifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by O� City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ / \ Site LayoutmOverall � 5�' 1UU' and Specifications before said revision is constructed. �Name Date C2 . 00 (\ Horizontal Scale: 1" = 50' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. ^ 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO 1�.J STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 B R I S T o L STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 21 g r g t t 5' , 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 I 7.12' 4' r SLEEVES WITH RESPECTIVE CONTRACTORS. w w w . N G G P A R T N E R S . C O M 1&, 15 6' 7.65' R1p, 7.65' g0 - r� 5. ALL DIMENSIONS ARE TO FACE OF CURB EDGE OF WALK EDGE OF PAVEMENT EDGE 7 I \1 i 7.75 7.71 -i �,�p 5, OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 41 I � 5' � , L — a, �� 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES,AND GRADES IN i/W RAN ~ �`�� 10' �jo ,moo ti I Qq , ti THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S SETBACK I Q R3, �3 R3, �3 193, REPRESENTATIVE. I 0 16.53' 72'-8 STALLS @ 9' EA. 9' 72'-8 STALLS @ 9'EA. 5'*8.97' �j , �'�� 10.61' 9' - 35.64' I I.p� --- 20 �,� ,� g Q o 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. R3 I co 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE SAN MATCH LINE -AREA 3 N N SAN ?, DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. ■ ■ ■ ■ ■ ■ ■ ■ ■ OMIMMMMMM '7 9jo, 1 72'- AL 9 9' 7 STALLS A. 5' 8.97' �� ■ ■ ■ ■ ■ ■ �� 17.61' CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE 1 MATCH LINE-AREA 1 R3, �3 R3, DESIGN. �6 �jo u? R3 LU 1 —I — r- ® , 'P�� 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND I 9 F- �� , " 34.7' I �'p / .s; 5' I 1 5 5 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND ` ��, 7.5' `' 7.5' , APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 F - T H E 7.65' 7.65' r� /�►i i/W R/W I �_ `� I/ 5 5 5 REVIEW BY THE OWNERS REPRESENTATIVE.AFTER REVIEW AND NECESSARY ' LAN D 8' ■ MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR _ 6' SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . v 71 7' `O I , CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD GROUP �• Qj� V 20'TYP. 26'TYP. �� 20'TYP. , ADJUSTMENTS. TLG PN: 120124 h I 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. LU o 14.8' 5' 19'TYP. 26'T P. 19,TYP. r ,Q 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES @� a' 6"SS ■ NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. cn (3j — — 6"SS J J - W , W Cn Q _ VJ C7 Cfl CA Cn J J L J J I � C , C° 16.52' 12' 1 ti ti I MORGAN HOLDINGS & I 5' I STONE HILL I I o 0 T T oo L - -- - J N Q �'� L - - - - r` 1 , 38 Glen Gary Dr., Ste. 200 � 0 7.5' � Aspen, CO 81611 II 20'TYP. 26'TYP. 20'TYP. 5' 5' — — T SAN 0 0 0 r 8' I N �� 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 w w NG 0 0 0 19'TYP. 26'TYP. 19'TYP. 1 4.99' - ■ 000 I I UD J J W , W J J cn v7 a 0 1 a 10, I ao ao 0 0 � � J O O Q Q O O O E E CD z , z N a a CV O M M I a a N 5 9.17' 25.21' 4.5' , L -- - -� I � F BUILDING K M � 7' �n o o �n 7' so co , o 0 5 I �' r --- - i 9.21' 5.15' 5' M 20'TYP. 26'TYP. 20'TYP. I 1 12' -10.09' d Q 5' 4.58' W W Q Q o o I W , W i� � � L o �— 6"SS NOT FOR CONSTRUCTION J J CD c J J Q Q Q Q ON W REV DESCRIPTION DATE 00 I I ■ 1 T co j ■ 19'TYP. 26'TYP. 19'TYP. I � ti � QM ■ �� 81' JN ■ 1 7.52' co77T � 6' S' 6' LO 7.52' - , - 7.52' co M I I N N t ■ co 1 5' o 0 5' 5'-; � LM N 0 , R3- �3 93, \� 2.5' 80'-8 STALLS @ 10'EA. 10' 10, 80'-8 STALLS @ 10' EA. �3 4.98' 3.5' R3 I I � N N I �� ti � '�p 90'-9 STALLS @ 10' EA. 10' 80'-8 STALLS @ 10'EA. 9' 9' 5' 9' 9' c0 2019 Newman Garrison Partners Inc, All rights reserved, o I I R F� 3 R The concepts and drawings are protected under US and 8.23 I I a� `� 3 International Copyright and intellectual property laws gand cannot be used in any manner without express written 9.8' 8.33' consent, O 51 10 1 I +11110IILL 7 SEASONS AT MERIDIAN TO 10'SETBACK - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2700 E. Overland Rd. W I 5 5' 37.47' 5' Meridian, ID 83642 _ SAN A 5 �. I �, a ■ a "' m Cl) n _ - - � - � - �1 - —R/W - - R/W R/W R R/W 1- I 7, RNA—c RAN R R/W RAC RAN RAN a z 4' - y 7' 1 105' - - - - - - - - - - - - - = EP a Q / " 90.76' a a - * 4' 130 - - 7.82' _ Site Layout - Area 1 wV APPROVED FOR — 0 EAST OVERLAND ROAD (PUBLIC) IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N — —� �— — compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N — — — — — — — — — — — — — — _ — — — engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all � current applicable federal, state and local laws, rules, N — $ regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 Oretains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless O L A specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards W / \ Site LayoutmArea 1 p 2p� 40' and Specifications before said revision is constructed. �� ■ O � �Name Date ~ (\ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. ^ 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO 1�.J STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 B R I S T o L STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 5' ( , I I R'Ln' 10 ' 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND I, SLEEVES WITH RESPECTIVE CONTRACTORS. T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 7.65' R10, 7.65' 7� 7, ao i" 7.5' I W W W N G G P A R T N E R S C 0 M `fl Q -- M M I I 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE 5' = 5' �� 25'SETBACK OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 9�� `�� co o� �, 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES,AND GRADES IN `r' THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S o �3 R3 R3 R28' I REPRESENTATIVE. )7 �'jo , Q'` 10.61' 9'3 11' 5' - 54'-6 STALLS @ 9'EA. 20' 72'-8 STALLS @ 9'EA. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. } I ------ R27719 IT SHALL HAVE AN EXPANSION JOINT. o sAN N MATCH LINE A�4 N AN 10 I 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. a7' 17.6� r'-8 STALLS @ 9'EA. W RELM72'-8 STALLS @ 9'EA. 5.85' * CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE Q`3 R3, Q`3 MATCH LINE-AREA 2 R3, 4` DESIGN. R267.19' CDR N ��h �"'S ;9 '� �, i 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND a, 6, 511 I CONTINUOUS. r T 5 5 I -1 I 10C\j . ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND �� 7.65' 7.65' � 7.53' N I APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 FMI T H E 1 REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r 8' 8' I I MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR EA N D T , w � Q I x SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . - rn I _ CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD GROUP ADJUSTMENTS. L 20'TYP. 26'TYP. 20'TYP. I TLG PN: 120124 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL 5' 19'TYP. 26'TYP. 19'TYP. I REQUIREMENTS. d I 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES 6"SS LU o I NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. — 6"SS d w @) w , w o V V C Cn ti a J J F J C/) x °° I'i I � _ ca ao I - � � - - - 12' 18.27' o I I MORGAN HOLDINGS & BUILDING G L — — — —J °�, 5.76' C, �� R198.53' I I STONE HILL r Q I R188.53' I r o I 38 Glen Gary Dr.,o o I - _ III 51 1 111111111111 1111 11 t Ste. 200 ao 7.5 T r 7.5 I Aspen, CO 81611 SAN r —— — — 9.16' &,) 25.69' 4.02' `� o CA- cc r Q 7301 Peak Dr., Ste. 200 ® i I Las Vegas, NV 89128 to �L�i � � � 1 11 19'TYP. 26'TYP. 19,TYP. 5' 14.79' 5.91' 20'TYP. 26'TYP. 20'TYP. w a a w J � , C7 J Q = QCn N r r 1- @) Q 0o ran , m oo U I N a a N O° o � I � ao i N 5 BUILDING 0 C I LO R129.22' - - - I �S1pNAL EN 8 5'-; I R139.22' �� G�STERFO 1 �. 0 0 °° r r 5 r— .moo —— � 7 �, ED 7' I I J,10/14/20210 Q 5' I T T I I TgTe OF �oP� I J W.G R129.22, 20'TYP. 26'TYP. 20'TYP. w w I I @� , @� o -J w o — 6"SS w NOT FOR CONSTRUCTION aQ o @j o I - - - - - - - D Cn SA" REV DESCRIPTION DATE J L N N Cn P \ I I< "' 19'TYP. 26'TYP. 19'TYP. � R135.6' R125.6 8' I I 5' I- 1 co 7.52' - , - 7.52' in LO 6' S' 6' I Ix N N I- 7.59' -- 5' � 5' � � I R�� , o o M N I 4.98' 3.5' 93 80'-8 STALLS @ 10'EA. 10 R3, 70'-7 STALLS @ 10'EA. 10' 9' 4.97' a N CV X 9' 9' -f5' - �rq, "I LJ 80'-8 STALLS @ 10'EA. 10' 80'-8 STALLS @ 10'EA. 9' 4.97' -r �� I II c0 2019 Newman Garrison Partners Inc, All rights reserved, - R3, Q�3 q3, 1 The concepts and drawings are protected under US and I 1 R77.25' International Copyright and intellectual property laws 19'TYP. R67.25' and cannot be used in any manner without express written � consent, o o I N N 5 - - - - - - - - - - - — 25'SETBACK _ _ _ _ SEASONS AT MERIDIAN 2700 E. Overland Rd. 5' 37.47' S' 26' Meridian, ID 83642 p , N N co a N s x 1 R/W RAN R/W RAN R R/W R/W R/W R/W 23 �- R/W RAN R/W ann� z f z I Plans Are Accepted For Public Street - - - - 'M R1 - - - - - - - - - - - — - - - - — — — — — — — a Construction T \ a a _ _ _ _ — — — — — — — B stamping and signing the improvement laps,the Registered Engineer ensures the - - - - — � � N — — � — — — — — — — — — I 11' — — — 9 g p p 9 9 I Y p g 11' District that the plans conform to all District policies and standards. Variances or ti �"�OS �? waivers must be specifically and previously approved by the District in writing. 1 I 8. 8 I o \ �I�Q"�____— — — — — — — — — — — Acceptance of the improvement plans by the District does not relieve the Registered 1 ° — Engineer of these responsibilities. 102.6' 14.22' BY: DATE: Site Layout ADA COUNTY HIGHWAY DISTRICT — — — — I Area 2 wV BLAND r�oaD (PUBzlc) "" APPROVED FOR IDAHO p p CONSTRUCTION CLThese plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all LU current applicable federal, state and local laws, rules, N V L K- L A NS ' regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 o retains the right to enforce. inconsistencies not noted by O) — City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards LLJ \ Site LayoutmArea 2 � 20� 40' and Specifications before said revision is constructed. �� ■ O� �Name Date ~ \ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G PA R T N E R S . C o M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR 1 /// T H E II�II REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r LAN D u u MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR . ■ �'� SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE Q ti LO �' �' CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD • _ GROUP I , ADJUSTMENTS. } 1 TLG PN: 120124 5 8 g 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL 5 7.52' N 7 Lq .5' 50 5' REQUIREMENTS. N I I w O r 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES @ , NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. � ti ti M Li TYP. 0 8.25' 80'-8 STALLS @ 10'EA. 10' 80'-8 STALLS @ 10' EA. 9.22' , 6' MATCH LINE-AREA 5 i ■ ■ ■ ` ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Zo MATCH LINE -AREA 3 `V `V - SAN 15.3' 3 80'-8 STALLS @ 10'EA. R3 10, �3 80'-8 STALLS @ 10'EA. R3 9.23' , / M O RGAN HOLDINGS & r R3 c, �� r — STONE HILL 10, I I 5 � I 38 Glen Gary Dr., Ste. 200 SETBACKL I r F I Aspen, CO 81611 Ln R28' 11 r 752 $' � 51 I � 7301 Peak Dr., Ste. 200 � � � ® � � ■ �� ® � Las Vegas, Zo NV 89128 o � Q c co 19,TYP. 26'TYP. 19'TYP. CIO J J < Q a w Q Q o 0 ❑ "' w 1 r G7 O) I J J J J I J J U , cD 5' Ito CID 20'TYP. 26'TYP. 20'TYP. I BU B , o y 4' 1 cm L - - -- J w 5' I 7' in o o in 7' o0 0o in 7.51' a� , b� 7.51' �n 8' 5' 18.7' 4.73' 0010 � — — � ■ n 19,TYP. 26'TYP. 19'TYP. NOT FOR CONSTRUCTION a , d w w 0 0 f , REV DESCRIPTION DATE J � J J r r l N W I-- CO M T O � N a a N M M o o , a 1" ■ BUILDING A I I I 20'TYP. 26'TYP. 20'TYP. 5' 5.09' co , 777 00 SAN M r , CD `6 5' �� 19,TYP. 26'TYP. 19'TYP. 11' 18' I Q d w , w U� © 2019 Newman Garrison Partners Inc. All rights reserved. c The concepts and drawings are protected under US and w w I International Copyright and Intellectual property laws Cl) U) and cannot be used In any Manner without express written J J , I I l J J J consent. V @ (/) C/) J J 5' I � � SEASONS AT MERIDIAN a) � J 2700 E. Overland Rd. co CD Meridian, ID 83642 R/W R/W 20'TYP. 26'TYP. 20'TYP. , 5 I 81 8 ! 5' , 7.12' 4' in 6' 5' 6' 7.65' R10- , 7.65' 10 7' Q` � '� \I 7.75' 7.71' U') O � 5 * 4' I 5, eLin co 10, F- j SETBACK I R31 16.53' 72'-8 STALLS @ 9'EA. 9' 72'-8 STALLS @ 9' EA. 5'*8.97' Site L a O U t v' 8' o 20 �---� q3 '� � � � V R3' �7- ■ ■ ■�SAN I MATCH LINE -AREA 3 N N SAN Area 3 ■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ 7 ��\ / ■ ■ ■ ■ ■ ■ o- 16.53' 7 SEA. 93 9 9 72 8 STALLS @ 9 EA. 58.97' 1 IDAHO APPROVED FOR s MATCH LINE-AREA 1 R3' CONSTRUCTION R3' ® � , These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N � 1 �h �'� ti compliance with Meridian City Standards and O < , Specifications. This review does not relieve the owner, N 5' ED o� engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) S 5' and/or construct those facilities in compliance with all �o qro current applicable federal, state and local laws, rules, N in 7.5' 7.5' , regulations, ordinances, development agreements, �n co7.65' 7.65' 10 specifications, orders or approvals, all of which the City 20213 Q 5' 5' 5' retains the right to enforce. inconsistencies not noted by o City staff shall not be construed as approved unless O $ 1 c6 rn r specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards w Site La out Area 3 0 20' 40' and Specifications before said revision is constructed. C2 . 03 �yName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS W Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. ^ 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO 1�.J STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RICH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 B R I S T o L STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.014 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W N G G P A R T N E R S C 0 M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES,AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND `� �'�� THE APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 // ,�� REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r `fl �,� U C° MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAN D LO U, w I I SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . o Q I I CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD GROUP -J. E" n @j LU I ADJUSTMENTS. °c J I TLG PN: 120124 7.52' , N 7.5' *5' a J I 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL 8.16 5' 12.25' 8' 9.92' `�' J I REQUIREMENTS. iCIO 00 = I I 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES I I I I NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Lq 19'TYP. '� o '2' , M I � I MATCH LINE-AREA 6 SAN ® MATCH LINE -AREA 4 I >3 , 825 Y o o I GIRR MORGAN HOLDINGS & � R 167.04' � Qti� �s - - - - � _ BUILDING F I GIRR STONE HILL ti � o ■ Ici I `" 4.59' 5' 20'TYP. 26'TYP. 20'TYP. I R157.04'� 38 Glen Gary Dr., Ste. 200 7.52' Lq ■ \ 5.38' 12' T � i Aspen, CO 81611 GIRR 7.5 ■ 5' 4.12' �� • ~ o Q I 7301 Peak Dr., Ste. 200 • � �� TUa o ® �w I T, Las Vegas, NV 89128 J r J --i l!7 �LC') co ■ C0 O M 19-TYP. 26'TYP. 19'TYP. `a I i8' 5' , I -1 I CIO .4 CD o w , w _ I � R203.82' R213.- J Q � ~ ~ 5' "' Cn 8' r 8' ti ti �, t ! � 10' i TCIO 50 3.17' Cn 7' o 0 7 I 0 v In CD 6' 6.52' n tea,4' 10.67' *13.61' T 14.67' N CC R203.82' - - - M J SKI/ IKE/ 5 20'TYP. 26'TYP. 20'TYP :1 ■ 7.51, CnT DOG 10.5' I aTo 5 � 11 � I I 30.5 59.5' w w M CC V V ~ r 'O J J _ 5' 7, J J 19'TYP. 26'TYP. 19'TYP. N I >C NOT FOR CONSTRUCTION w ■ w @ a , a �? 17 I REV DESCRIPTION DATE cn Ej v7 T o0 Q S S Q CV Cl) 8 ■ = 4.67' " C6Cf) ,k Z Z N ao m 7„ o0 5.75' co 90, ~ a a ~ w a 2.52' 5' I I ttt rn rn 5' I _ 4.42 73' 18.83' �, M U? Q POOL 4-1 - I I w w FITNESSI- - - Cn I � T J J R309.74 5' 5' 5' 80, 15.33' - a a I R299.74' 19,TYP. 26'TYP. 19'TYP. N 10, ■ LEASING - °° °° O O I 4 M 4' 15.33' - ti ti f r a, a, ED a2 20'TYP. 26'TYP. 20'TYP. o T I x © 2019 Newman Garrison Partners Inc, All rights reserved, T The concepts and drawings are protected under US and J U) , cn I I International Copyright and intellectual property laws J J and cannot be used in any Manner without express written < . �� I consent, cn cn co I L eo CLUBHOUSE � ® M - - - - - - SEASONS AT MERIDIAN LU ■ GG LU 20'TYP. N N 20'TYP. I I Meridian ID 83642 - J J 7 N I I5' It 18' 23 18' 5 � , � T r 7.65' Rip, , 7.65' T T 7.53' 7.5' U. M M I II rr I I/ 5' a = 5' 25'SETBACK GIs ��`' i� N )7 �'jo , �'`� 10.61' 9' 4- 11' 5'- 54'-6 STALLS @ 9'EA. �3 20' 1711 R3 72'-8 STALLS @ 9'EA. Site Layout - R277.19' GANN MA� LINE AREA 4 N SAN I Area 4 --�mmi �7 Q - 17.61 � � -8 STALLS @ 9 EA. 20 � 72'-8 STALLS @ 9 EA. 5.85 APPROVED FOR Q3 R`Z Q`�' MATCH LINE-AREA 2 R3, ioAHo R267.19' CONSTRUCTION �� 3S � D_ Q_ ti �QcL� / I I These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N Q, �- - I compliance with Meridian City Standards and O 5, Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 5' O R 5' T T 80 I and/or construct those facilities in compliance with all 10-14-2021 (PERMIT SET) o0 Cl? ��/ current applicable federal, state and local laws, rules, N �, 7.65' 7.65' in 7.53' N / I regulations, ordinances, development agreements, 6; I specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by O� En 8' 8' I City staff shall not be construed as approved unless O ti ^^ r cv I specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards LLJ Site La out Area 4 � 20� 40' and Specifications before said revision is constructed. C2 . 04 �yName Date ~ \ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G PA R T N E R S . C o M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE CU DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND IRO � - CONTINUOUS. GIRR G RR 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND ��_ N APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 // �� THE GIRR GIRR _ — ��- S REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r // w —GIR �� n , MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAND I\ � \ — _o ERR ` SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE DW \ M — — — R ,GIRR CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD G R 0 U P c2i — �_ ADJUSTMENTS. \ 5' N — — —GIRR S TLG PN: 120124 \ — N c RR 1 1 �pp 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL 0 rn G/RR SETBACK \ I R GIRR Rp�p AB (ZX REQUIREMENTS. \ LICE IT 4 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES co — _ GIRR S , 6J — , NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. 5' GIRR 5' h)3' N - \GIRR Cl? A. � ^ a \ � GIRR STALLS ' � N GIRR. — i 80'-8 STALLS @ 10'EA. F- 3' co 35 10, /93- , MORGAN HOLDINGS & STONE HILL STALLS @ 9,EA. 10 a co o @ 10 0 38 Glen Gary Dr., Ste. 200 Co. 10 STALLS EA ^ �. w in 7.5' �' S' r\ o Aspen, CO 81611 R3'� CC a � / 7.53' — I0, 1S1?1 M 9" 9" fi 7301 Peak Dr., Ste. 200 F- 4' Res' N \ C`v Las Vegas, NV 89128 5 � 3ST � f I� A<tS@ s I io co L co a o 5' w 5' p N @) \J 02 @ ,cn J cam J - l(� - IIco CD I 0 5'°° �1 '�S2" r� ON 5' 4.58' 6"SS 20'TYP. � 26'TYP. �20'TYP. U' 5' 19'TYP. 26 P. 19'TYP. 0 0 0 o 6.2' L - -- - J x x ao w = � 81 m m Cn J x � x LL' r — — � BUILDING D "' @ NOT FOR CONSTRUCTION w W 3.5 17.46' 18.34' T , J Q o o co Cn _ , CIO5 REV DESCRIPTION DATE 21 J J M _' LP) J J O III a a , a) 00 CIO �o o 20'TYP. 26'TYP. 20'TYP. 1 I I I to 7' 7' F- — — — —, 9' C? 19'TYP. 26'TYP. 19'TYP. III BUILDING w w cQ 2019 Newman Garrison Partners Inc. All rights reserved. Lu I , The concepts and drawings are protected under US and c International Copyright and Intellectual property laws T I CIO J cn J and cannot be used In any manner without express written Q --I consent. J O I G i-- , I @� Cn L C� , H Cn - - OMO co a0 CIO SEASONS AT MERIDIAN CD 2700 E. Overland Rd. 20'TYP. 26'TYP. 20'TYP. co 11.22' S' Meridian, ID 83642 CIO I L LO in 5' } 8' 8' C6 7.52' � 7.5' 5' w O W , Q LN 3 N 3 N O 19'TYP. Site Layout - o 8.25q 80'-8 STALLS @ 10-EA. 10, 80'-8 STALLS @ 10'EA. 9.22' 6' -+ MATCH LINE-AREA 5 , Area 5 . . M . . ` . . IN . . . . . . . . . . M . . . . M M ELM " M mum . ■ . . . . . . . M M U') MATCH LINE-AREA 3 N EOC\j gAN if) IDAHO APPROVED FOR \ CONSTRUCTION 15.3' 80'-8 STALLS @ 10'EA. 10' 80'-8 STALLS @ 10'EA. 9.23' , rn These plans and/or/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N / - 93 p�3 R3 v compliance with Meridian City Standards and O R3' R3 Specifications. This review does not relieve the owner, N r engineer, or contractor of the responsibility to design g p y g 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all � current applicable federal, state and local laws, rules, N 4 5' o o ir) I regulations, ordinances, development agreements, 10, ao l y N N , co I specifications, orders or approvals, all of which the City 20213 SETBACK `" retains the right to enforce. inconsistencies not noted by T I City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LJ Site La out Area 5 0 20' 40' and Specifications before said revision is constructed. C2 . 05 yName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS W 11 Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. ^ 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO 1�.J STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 B R I S T o L STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.014 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W N G G P A R T N E R S C 0 M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES,AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND �'�� T H E APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 // ,�� REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY rrj ' MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAND SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD G R 0 U P ADJUSTMENTS. TLG PN: 120124 �F 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL R4,Vp REQUIREMENTS. (pUB�J ��XIT 46J 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES S ,GIRR NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. \ \ GIRR ` GIR GIRR S G/RR G/RR �G/� MORGAN HOLDINGS & �. R�GIRR S \ STONE HILL Co GAR 38 Glen Gary Dr., Ste. 200 R � G/ & Aspen, CO 81611 � R 10 R 91 o 7301 Peak Dr., Ste. 200 N3 FIT Las Vegas, NV 89128 g4LS G/R , ^, � 5 PA N \Gj CS? - R3' R3' , M 52 , r-_ 801, 5 8 STq44S � � @ 10 Sq' ON Q r 6"SS �� r a o STA<<S - OD R3' @ 70'Fq � \ 19'TYP. 26'TYP. ��I` 19,TYP. \ S' 991. r/ MAINTENANCE I `\, ST444,9 �. co a x x N 0 . = = 25'SETBACK LU @) V a a d \ � I a s a 6"SS C0 6"SS 6"S co �: 6"S �'"' 81 2, \ I cc @) g - I c NOT FOR CONSTRUCTION 00 a o N 5 / DESCRIPTION DATE co 8, s, h R28' CD 50 R135.28' - - - - - R125.28' eI] I i LO co C co 20'TYP. —* 20'TYP. w � o Cn ti 113.25' 5' o 19'TYP. 26'TYP. 19'TYP. 5' 4.55' ,�, @j C iJ w w 6' I rn , rn w I J (E) 2019 Newman Garrison Partners Inc, All rights reserved, M L —— — — I The concepts and drawings are protected under US and J J O° 146.79 International Copyright and intellectual property laws CDT R Q , Q cv M i and cannot be used in any manner without express written W Cnn Q u? o I _D 71 �n CD o in 71 CD I I8' 5, R156.79' SEASONS AT MERIDIAN I - — r — M — �`P I 2700 E. Overland Rd. �� R146.79 Meridian, ID 83642 i;o 20'TYP. 26'TYP. 20'TYP. w T a Cco � o i r C':1 %Ir I cc 7.52' , Lq 7.5' *5' < lU) I CD N 8.16' 5' 12.25' 8' 9.92' ao 9 I ' co 19'TYP. o Site Layout - Pap MATCH LINE-AREA 6 M mm m co � � l = M M Ell , � � �� I � Area 6 "J MATCH LINE-AREA 4 I IDAHO' APPROVED FOR al GIIRR CONSTRUCTION 3' rn 8.25' o o I NEWMAN GARRISON + PARTNERS, INC �n n r� R167.04' These plans and/or specifications have been reviewed for N _ _ _ _ compliance with Meridian City Standards and O BUILDINGF I GRR Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design�� I 9 p y e 10-14-2021 (PERMIT SET) � I oand/or construct those facilities in compliance with all � .) current applicable federal, state and local laws, rules, N R157.04 -a regulations, ordinances, development agreements, N_ N 4.59' 5' 20'TYP. 26'TYP. 20'TYP. I specifications, orders or approvals, all of which the City 20213 5.38' 12' T GIRR retains the right to enforce. inconsistencies not noted by LO coI • City staff shall not be construed as approved unless O 7.52 L , 7 specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ Site La out Area 6 � 20� 40' and Specifications before said revision is constructed. C2 . 06 �yName Date ~ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ 9 ° -° Sheet Notes: NG w w v v5 v V A V A A A V A A 3.1 \ A 31 4 \ V A\ 3 1 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 5 P R/W R/W ® \\ \V A A\ 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO A \ STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • P LANNING • 1 NTERIORS \ V A V A 6 A V A V A \ \ 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT \ 16 V A V A V A V A V A \ V A \ V A A A so 3100 BRISTOL STREET, SUITE 400 V A A 10 \ \ \ V A V A A V 9 \ V A A \ \ \ ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA MESA ,C A 9 2 6 2 6 \ \ � \ y � � A \ \ \ \ \ 12 \ \ V A \ V A \ MATCH LINE-AREA 3 V A \ V A V A \ \ 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 \ \ � V A \ SaN � A \ A 16 A A \ _ V _, ,_ A \ \ \ \ SLEEVES WITH RESPECTIVE CONTRACTORS. W W N . N G G PA R T N E R S . C 0 M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE V A V A V A \ V A V A MATCH LINE-AREA 1 V A A V A A V A A V A A V A A V A A V A 3.1 V OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN 16 THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. \ V AV A A A\ ° V A\ 5 F F F V A� v 9 R/W \ \ \ ° V A \ 5 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. I. v v v v w \ \ V A w w IT SHALL HAVE AN EXPANSION JOINT. 5 3.1 5 \ \ 5 \ \ \ \ W \ \ W 3.1 W 5 v 3.1 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE \ V A A V A V A DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. \ \ 9 \V A A 9 \ CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. V A A T V A �' A 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND \\ \V A A V A A 10 A\ \ \\ D CONTINUOUS. \\ / \\ 14 \\ \V A A\ 11 5 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND 9 A V A \\ \ \\ \\ 5 � APPROVAL.THE� \ 11 REVIEW BY THE OWNER'S CREOPRESENTATVR SHALL OE�AFTER REVIEW ANT THE AREA OR OD NECESSARYRM MODIFRK ICATIONS THE MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAN V A V A I V A\ \V -,-1 R SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE V A ` CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD 10 ADJUSTMENTS. ROUP TLG PN: 120124 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL 5 ° m w w w w A \ REQUIREMENTS. V A \ V A \ 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES \V A \V A I 5 �� V A A w V A ` 5� NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. \ p y 9 13 3.1 3.1 vv vv v v v v vv vv v ° v sA� a Material Legend 10 \ STANDARD ASPHALT OVERLAND ASPHALT PAVING, SEE DETAIL PAVING SEE STREET \ \ w W \ , m , , W 2/C2.50 SECTION 1/C4.10 8 BUILDING w �• © © © . ��v� v, MORGAN HOLDINGS & 5 , 5 \\ HEAVY DUTY ASPHALT DECORATIVE PAVING, SEE STONE HILL PAVING, SEE DETAIL LANDSCAPE PLANS. \ \ V A 1/C2.50 \ \ IW j vv vv v vv vv vv �v 0 0• , • a a Vv 38 Glen Gary Dr., Ste. 200 p � Cl) STANDARD CONCRETE RAISED PLANTER BED, SEE Aspen, CO 81611 a r r 0 SEE iiiiiii FLATWORK, ,,,,,,, LANDSCAPE PLANS. 3/C2.50.ALL FLATWORK 5 a a 5 WITHIN ACHD ROW SHALL BE PER ACHD 7301 Peak Dr., Ste. 200 \ 16 \ \\ \ \ \\ \ \ \ W \ \\ \ W N SUPPLEMENTAL SD-709. LANDSCAPE AREA, SEE Las Vegas, NV 89128 5 LANDSCAPE PLANS. 8 W W W • � �\ v FLATWORK, SEE DETAIL REINFORCED CONCRETE v v v v v J 5 P\ \ \ W I . B ILDING K \ 4/C2.50.ALL FLATWORK \ \ , \ \ \ \ \ °I° 31 \ r \ WITHIN ACHD ROW SHALL \ \\ \\ 3.1 13 W \\ BE PER D SUPPLEMENTAL SD-709. -r � �� 9 a y v v 6-IN CATCH CURB AND b \ V A A V A A 5 5 \ 5 GUTTER PER DETAIL 8/C2.50 .a WIW V A A A V A A 6-IN REVERSE CURB AND IW . oGUTTER PER DETAIL9/C2.50 14 11 g 10 \\ \ \ \ \ \ Ilk 10 \ \ CALLOUT NUMBERS COORDINATED Keynotes. TO NUMBERED NOTES BELOW. T \ \V A\ \V A A T e V A\ \\ \ \ \ \ 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR V A \ 11 V A DETAILS V Ilk 2. TRASH ENCLOSURE-SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS \ \ w 5 \\\ \ \ \ d W I \\ \\ 5 1 y y W 5 5 w W 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 V A \\ \ \ V 9 \ \ 9 \ 5 ; ; 5 5 5 \- 3.1. TYPE 1 E PER DETAIL 13/C2.50 NOT FOR CONSTRUCTION 9 \ \ 3.2. TYPE 2A PER DETAIL 14/C2.50 3.1 \ 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 REV DESCRIPTION DATE 3.1\ V A 9 y \ 5. SITE LIGHT FIXTURE- REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON \V A A A\ J A \ \ \ 5 4 V A V t PER DETAIL 7/C2.50 V A AV A A A� V A 2 13 A V A A 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN -SEE \ V A A V A A V A A V A A V A A V A A V A \ V A V A A V A A V A A V A \ SITE LAYOUT PLANS C2.01 -C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/102.51. INSTALL VERTICAL JOINTS 10-FT v v v v e• Ia° � I� � � � � � � .� v v v v v v v v v v v v v v v v v v v v v v v v v v v v v � v 9 V A A V A V A A V A A V A A V A A V A A V A A V A V A g V A A V A A ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. \ V A A A \ \ - 9. PROPOSED STORM WATER UTILITY STRUCTURE-SEE DRAINAGE PLANS C5.01 \ \\ \\ \ V A W 5 i 9 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 2 3.1 11. PROPOSED WATER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 / 3.1 W W W W y y W W W W y y W W W 12. PROPOSED GRAVITY IRRIGATION STRUCTURE-SEE GIRR PLAN C7.00 __ ____ __ 10\\\ \ \\ WW w � �� wWW . . . W . . . W . W W W W W W W w W__Wy WW W____ ___W W . y . WWW . . . y . WWWW yWWWWW yWWWW . . . y . W . . . 5 W 5 13. INSTALL BENCH THIS LOCATION -COORDINATE WITH LANDSCAPE PLANS \\ \V A\ W \ e ® 14. CARPORT ABOVE COORDINATE WITH ARCHITECTURAL PLANS SAN © 2019 Newman Garrison Partners Inc. All rights reserved. . . � . . � . � . . . � . � . � � �5 � . . . . . . � � � � y � � � y � . � � � � � e e ° ° e °. e �� The concepts and drawings are protected under US and 3 5 ° a ° 15. ELECTRIC VEHICLE CHARGING STATION REFER TO ELECTRICAL PLANS International Copyright and Inteuectual property caws and cannot be used In any Manner without express written 9 w y w - - w - - -- S consent. - - - - - - - - - - - - - - - - n"vv - - - W ar W . W m ;.ter 7 7 - � � 16. TERMINUS BARRICADE-SEE SIGNAGE&STRIPING PLAN C8.02 �. 3 w �� w - - - - - �® -AEG = = _ _ _ G_ _ - �_ _EG _ _ - - _AEG= =E 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE W. �o G� O O - - - - - - w - - - - - - 9 - - - �`� � z - W MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. a a EG ° SEASONS AT MERIDIAN ITT] - = - - p - - - - - - -� W --r - - - - - = � - 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 sa' a1 y Wl 2700 E. Overland Rd. y y Meridian, ID 83642 E E E C - - - - - - - - - - - - W W W W W W W W W W W W W W W W W W W W W W W W EAST OVERLAND ROAD (PUBLIC) W W W S SS - SS - � SS SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS _ SS Site Materials - - - - Cl) Area 1 APPROVED FOR - - - - - - � IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N cn - compliance with Meridian City Standards and O G G1� - G G G° x� ° G -� G° G �� G f Specifications. This review does not relieve the owner, N 1 ❑T �1 1° \ ° s ° ° s ° 1 engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) f � and/or construct those facilities in compliance with all 1 1 ❑E 1 current applicable federal, state and local laws, rules, N 1 s f regulations, ordinances, development agreements, 1 specifications, orders or approvals, all of which the City 20213 E 1° s 1° J retains the right to enforce. inconsistencies not noted by cn S City staff shall not be construed as approved unless O 1 u E X° ° n specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Site Materialls Area 1 0 20' 40' and Specifications before said revision is constructed. �� 11 Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LJ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 U y \ \ 15 3 5 a a g 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND ° ° a ° a T 949.756.0818 F 949.756.0145 V A \ 5 9 ° 13 a a SLEEVES WITH RESPECTIVE CONTRACTORS. w w w . N c G P A R r ry E R s c o M a \ \\ 5 \ V A 15. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE V A V A 3.1 V A A 3.1 OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S 11 \V A A A V A A V A 9 V A V A A A REPRESENTATIVE. V A A V A A V A Sp \ Q V A V A \ V A V A A A \ \V A A A l l 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. \ \ \ V A V A 9 \ \ V A V A A 10 A I IT SHALL HAVE AN EXPANSION JOINT. MATCH LIN REA 4 V A A \ V A A SAN V A A V A ° 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE \ \ V DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. M M M M CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE V A A 31\ V A\ 3.1 MATCH LINE-AREA 2 5 \V A \V I a DESIGN. V A V A A A V A 5 9 \ \V A A\ I I 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND F V A V A A V A A I CONTINUOUS. V A A 9 31 \V A\ \ r 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND N� THE5 . � , ° . " . \ \ \ W � .� .� � � � .� APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 // �► \ 9 \ \ \ w REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY �'� / V A y 5 (� V A ° MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAN D 5 5 5 1 5 5 V A A, SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE 3.1 \ 5 3.1 5 V A\ g y. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELDOUP 9 \ \ TLG PN: 120124 W W W W 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL 9 \ \ \\ \\ \V A REQUIREMENTS. W 10 \ 10 W \ \ \\ W f W 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES w W \ \ \ 5 5 \ \\ \\ \ W W w W W NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. 4 b < / \ 14 \ / a v v v v I Material Legend 10 \ I° STANDARD ASPHALT OVERLAND ASPHALT \ 9 \ '° y PAVING, SEE DETAIL\ \ G PAVING SEE STREET IW \ \ \ \ \ \ I W / vv v v / :I , 2/c2.5o MORGAN HOLDINGS & ` W 5 \ SECTION 1/C4.10 \\ 9 BUILDING G \\ \V A\ HEAVY DUTY ASPHALT DECORATIVE PAVING, SEE STONE HILL \\ - 5 -- 13 A A A\ I PAVING, SEE DETAIL LANDSCAPE PLANS. w V A w w w w w w w w w = 9 V I 1/C2.50 v v v v I 38 Glen Gary Dr., Ste. 200 31 3.2 V A\ V °.I STANDARD CONCRETE RAISED PLANTER BED, SEE Aspen, CO 81 61 1 SAN \ \ \ \ W w W . ° FLATWORK, SEE DETAIL ,,,,,,, LANDSCAPE PLANS. 3/C2.50.ALL FLATWORK \ 13 I� $ A\ \V A 'I ° WITHIN ACHD ROW SHALL 7301 Peak Dr., Ste. 200 w 10 \ \ 5 W . 4 \ \ \ " BE PER ACHD W I SUPPLEMENTAL SD-709. LANDSCAPE AREA, SEE Las Vegas, NV 89128 9 \ \ \ LANDSCAPE PLANS. REINFORCED CONCRETE \ \ \ FLATWORK, SEE DETAIL 5 \ 5 4/C2.50.ALL FLATWORK \ V I WITHIN ACHD ROW SHALL \ \ \\ \ W WI w BE PER ACHD SUPPLEMENTAL SD-709. � � �/ - 5 vv vv � �I� � a \ 6-IN CATCH CURB AND a \ GUTTER PER DETAIL 8 C2.50 BU 41 IN REVERE CURB AND ° 6 S V GUTTER PER DETAIL 9/C2.50 ZpN L \ w L --- -JW WL -- - J W \ wl gs A N \ 31 I 1 0/1 4/2021 0 \ \ \ a \ \ V I # CALLOUT NUMBERS COORDINATED �T -9 QP� Keynotes: TO NUMBERED NOTES BELOW. J f OF 5 9 5 \\ \\ \\ I� 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR V DETAILS aW W 2. TRASH ENCLOSURE-SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS D \ J 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 10 \ \ W w W 3.1. TYPE 1 E PER DETAIL 13/C2.50 NOT FOR CONSTRUCTION W I 3.2. TYPE 2A PER DETAIL 14/C2.50 \ \\ 10 s"" 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 REV DESCRIPTION DATE W w 10 \ 5 \ \ \ I W W W y W 5. SITE LIGHT FIXTURE- REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON 14 / I I PER DETAIL 7/C2.50 o \ V A \V A A I 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 W W 9 \ 5 7. INSTALL CONCRETE RIBBON CURB PER DETAIL I I/C2.50. WIDTH PER PLAN -SEE w 5 \ w 1 5 w / \ \ \\ \ I W W w W SITE LAYOUT PLANS C2.01 -C2.06 w 9 5 5 ; ; 5 3.2 \ 5 V A y y 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10 FT \ V A aI ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. ° ° w w 9. PROPOSED STORM WATER UTILITY STRUCTURE-SEE DRAINAGE PLANS C5.01 - \ 4 C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 V A A V 11. PROPOSED WATER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 ItIV A A V A A V A A V A A V A V A A V A A V A A V A A \ 5 \ V A V A \ 12. PROPOSED GRAVITY IRRIGATION STRUCTURE-SEE GIRR PLAN C7.00 \ \ 9 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 14 \ \ \ \ \ \ \ \ \ \ \ \ \ \ W W 13. INSTALL BENCH THIS LOCATION -COORDINATE WITH LANDSCAPE PLANS V A \ \ V A A V A V A A \ 9 \ 14 V A V A A V A V A A V A A V A A V A A \ V A I x \ \ \ \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \\ \ \\ \ \ \\ \ \ \\ \ \ \\ \ \ \\ \ \ W 14. CARPORT ABOVE-COORDINATE WITH ARCHITECTURAL PLANS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5 © 2019 Newman Garrison Partners Inc. ALI rights reserved. The concepts and drawings are protected under US and \ \ \ \ \ W I a 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS International Copyright and Intellectual property laws \ V A and cannot be used In any manner without express written w \V A A\ \V a 16. TERMINUS BARRICADE-SEE SIGNAGE&STRIPING PLAN C8.02 consent. 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE 3.1 / - MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. � �� _- _ _ _ � ��_�� zz�--�-- - -- --�-- - - - - - SEASONS AT MERIDIAN -m 7 - \ 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 v v 2700 E. Overland Rd. e 5 v 17 v v � � � � � � � � � � � � � � � � � Meridian, ID 83642 OF 4\ w - -jE r y w R'W w� . � w w W w w w w �� R w w w R 1 /V _ _� _�_�_�_ EG Plans Are Accepted For Public Street �EG' EGw n, R+ �- � � �� -w-w � - w �w�w� = - w w - -w-- - - w - w w- -w w - - w w� � w � � w � E W W W W I II W Construction w - w Ekr� �G'ig - EG� �-- EG� -� EG, E& -EG �EG� �EG° EC; EG w ! w w �- --�- - - z - -� 7�� - - �� E By stamping and signing the improvement plans,the Registered Engineer ensures the �� - _ _ - W District that the plans conform to all District policies and standards. Variances or .,, w w w w w f % J ° 1 1° 1W W 1 W e /�. I I I 3 \°� a waivers must be specifically and previously approved by the District in writing. 3 - - - - Acceptance of the improvement plans by the District does not relieve the Registered - Engineer of these responsibilities. i8 BY: DATE: Site Materials ADA COUNTY HIGHWAY DISTRICT � - - --T N - Area 2 APPROVED FOR IDAHO CONSTRUCTION W W wv W W W W W W W W W W W W W W W W W W W W W IVERLAND ROAD (PUBLIC) D NEWMAN GARRISON + PARTNERS, INC These plans and/or specifications have been reviewed for N compliance with Meridian City Standards and O U) D Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all SS SS - SS SS SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 - retains the right to enforce. inconsistencies not noted by - City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards w Site Materialls Area 2 0 20' 40' and Specifications before said revision is constructed. C2 . 12 Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS W Q- Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G PA R T N E R S . C o M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND � APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR 1 /// THE v w REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r ' LAN D MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR \ SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE 5 V CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD �� GROUP ADJUSTMENTS. TNG PN: 120124 w W w W W w \ \ \ W } } 9 W W a W W W W W W W W \ 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL v A � �° 5 \V �A REQUIREMENTS. 9 A A 5 \ 3.1 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES 15 y 9 9 A AV A A y NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. \ 3.1 V A A - _ . a• � 11 V A 11 \ V�V O O 9 \ \ Material Legend V A V A V A A MATCH LINE-AREA 5 \ V A \ v V� V A V A A 14 \ 14 \ STANDARD ASPHALT OVERLAND ASPHALT V A V A A A V A A \ V A V A \V A A V A V A V A V A SAN V A PAVING, SEE DETAIL PAVING, SEE STREET A V A A \ 3 1 MATCH LINE-AREA 3 V A A V A A V A A \ \ V A A V A V A V A 2 2/C2.50 SECTION 1/C4.10 � � � v v� vvv v v vv vv vw��vww� vv v v� vv v v vv v v� vv v v� vv v v� vv 5 v vv iov v v MORGAN HOLDINGS & W W \ \ \ \\ \ \ \ HEAVY DUTY ASPHALT DECORATIVE PAVING, SEE STONE HILL V A V A A \ \ V A PAVING, SEE DETAIL LANDSCAPE PLANS. 1/C2.50 9 vvv 3.1 38 Glen Gary Dr., Ste. 200 v V A A \ STANDARD CONCRETE RAISED PLANTER BED, SEE Aspen, CO 81611 \ \ ° FLATWORK SEE DETAIL """' ' � �� LANDSCAPE PLANS. W \ \ \ \ 5 5 31 a 3/C2.50.ALL FLATWORK V A w . w w w \ tl BE PEIN ACHD R ACHD ROW SHALL v v v v v 1 : >E �5 5 �5 9 v 11 7301 Peak Dr., Ste. 200 V A A 5 5 11 SUPPLEMENTAL SD-709. LANDSCAPE AREA, SEE Las Vegas, NV 89128 5 ® 4 REINFORCED CONCRETE LANDSCAPE PLANS. FLATWORK SEE DETAIL w V A A\ \ y \ 4/C2.50.ALL FLATWORK 3.2 WITHIN ACHD ROW SHALL BE PER ACHD 55 v v v 77777/\ 6-IN CH CURB AND A A w \\ \ GUTTERTPER DETAIL 8/C2.50 10 L-A V , 8 6-IN REVERSE CURB AND 3.2 \ \ V A GUTTER PER DETAIL 9/C2.50 5 v 5 BULL IN B v L= -- = � w w . °• A A • - CALLOUT NUMBERS COORDINATED 3.1 \ \ Keynotes: / TO NUMBERED NOTES BELOW. \ V A . . . . . . w . \ 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR a \ DETAILS V A \\ 2. TRASH ENCLOSURE-SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 V A A A \ \ 3.1. TYPE 1 E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 NOT FOR CONSTRUCTION 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 REV DESCRIPTION DATE 14 / w W W W = = 5. SITE LIGHT FIXTURE- REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON \ \ \V A y a PER DETAIL 7/C2.50 a SIN 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL I O/C2.50 V A A w M 00 \ m m / \ a a \ 5 y w a 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN SEE \ SITE LAYOUT PLANS C2.01 -C2.06 U ILDING A ° WALL W w W w W W W w . 13 W \ \ 8 ON ICENOTER PER E DETAIL T /C2.50RSEETGRAD NGSPLANSTFOR MORE INFORMATION.le rT FT 9. PROPOSED STORM WATER UTILITY STRUCTURE-SEE DRAINAGE PLANS C5.01 - 9 A 13 w � � � � � w \ w w C5.06 W W W \ \ \ W W \\ 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 w JWw wWwWW \ \ \\ WWW 5 W WWWyW WW y WW WyW W WWWWWW WW W W 5 \ SAN 11 . W W W . W W . W w W r \ 5 11. PROPOSED WATER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 10 \\ \ \ \ 12. PROPOSED GRAVITY IRRIGATION STRUCTURE SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE-COORDINATE WITH ARCHITECTURAL PLANS V A A \ © 2019 Newman Garrison Partners Inc. All rights reserved. The\ \\ a \ 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS International Copyrightts and and antere Uectual properrotected ty �lawsnd 11 \ \ \ and cannot be used In any manner without express written \ \ 9 14 16. TERMINUS BARRICADE-SEE SIGNAGE&STRIPING PLAN C8.02 consent. F- - - - - - - \ \ - -- - - \ \\ \\ / W 5 o s , \\ 11 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. SEASONS AT MERIDIAN 10 \\ \ 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 \ \\ \ \\ / \ \\ / y W \\ 2700 E. Overland Rd. v v v v v v v v v v y v v v v Meridian, ID 83642 R/W \ V A A A\ � � � � [ \ \\ \� \\ \\ \\ �- 5 g v �a _ y 41 ��\V A_ \� \\ 9 \ \ 9 V � / 5 w w 5 9w � 3.2 �V A 3.1 9 a 5 5 \ 5 \ V A V A \ 5 3.1 v v v v v v v� vv v vv v v v v 11 v v vv v vv v v vv v vv vv vv vv 6 9 , v vv vv vv v vv Site Materials - V V A V A \ V A \ V A V A V p V A V A V A \ \ V A \V A 10 \V A V A AV A A w \V A A A \V A \ \V A A 9 V AV A A AV A A V A\ 12 \ \ g \ \ \ VAAVA11 VAA \ � � � �,� VAAo \ VvA , vvv \ V vvvv Vvvvvv \ Area 3 A sAN V A A V A A A V A A \ V A A A\ \V A MATCH LINE-AREA 3 \ \ V A V A V A V A A V A V A sAN V A A V A APPROVED FOR V A V A V A MATCH LINE-AREA 1 V A V A 3.1 (;ONSTRV(;T�ON \ \ \V A\ \V A AF ® 3.� \\ \\ \V A These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC \ V A V A compliance with Meridian City Standards and O \ \ Specifications. This review does not relieve the owner, N 4 5 V A A\ \ engineer, or contractor of the responsibility to design v v v v v v v v 3.1 v v v 9 ° ° E vconsose 10-14-2021 (PERMIT SET) F V A and/or applicable tfederall, state and localal laws, rules, \\ \ \ \\ I a \ \\ \ 5 a F \ \ , a W regulations, ordinances, development agreements, N \ specifications, orders or approvals, all of which the City 20213 \ \ \ 4 5 \ retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless O _ I w 3.1 ri 5 �1 V V ' _ specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Site Materialls Area 3 0 20' 40' and Specifications before said revision is constructed. C2 . 13 Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LJ 11 Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G PA R T N E R S . C o M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND � APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR 1 /// THE REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r LAN D w U� I I ° F a y a MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR w a �� 3.2 i i i SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE 2 75 9 v V A�� b CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELDGROUP 9 ADJUSTMENTS. i V A TLG PN: 120124 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL \ REQUIREMENTS. \ 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES 4 ZZ 5 5 \ \V A A I NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. w w w L MATCH LINE-AREA 6 V A V A Material Legend W I STANDARD ASPHALT OVERLAND ASPHALT MATCH LINE AREA 4 \ \ \ I I PAVING, SEE DETAIL PAVING, SEE STREET V A 13 V A A V G'RR 2/C2.50 SECTION 1/C4.10 9 � 9 10 v 9 v v I MORGAN HOLDINGS & � � � e - BUILDING F \V A\ \V �� HEAVY DUTY ASPHALT DECORATIVE PAVING, SEE STONE HILL PAVING, SEE DETAIL LANDSCAPE PLANS. 12 C) 1/C2.50 38 Glen Gary Dr., Ste. 200 V A 5_ \V A A GIR STANDARD CONCRETE RAISED PLANTER BED, SEE Aspen, CO 81 61 1 3.1 \ \ 5 FLATWORK, SEE DETAIL ,,,,,,, LANDSCAPE PLANS. 3/C2.50.ALL FLATWORK 9 W \ \ \ \ e W W WITHIN ACHD ROW SHALL """' 7301 Peak Dr., Ste. 200 BE PER ACHD LANDSCAPE AREA, SEE 4 ® 5 ® 4 / A A V / �� • ` . ° � SUPPLEMENTAL SD-709. LANDSCAPE PLANS. Las Vegas, NV 89128 2 \ V A V A � REINFORCED CONCRETE � 4/C2.50.ALL FLATWORK W W 14 WITHIN R ACHD ROW SHALL \ \ w 5 8 V A\ \� w \ \ V A V o SUPPLEMENTAL SD-709. y \ 5 y / \ 9\V / �� ° 6-IN CATCH CURB AND w 10 \ 9� y y y 9 o GUTTER PER DETAIL 8/C2.50 5 w 5 9 \ o �--� 5 � 1 \ w w w w w w w w w w \ \ $ w $ y w f f a \ \V A a I 6 IN REVERSE CURB AND \ 5 a a 3.1 \ V A A GUTTER PER DETAIL 9/C2.50 V� 5 w w V A \ 9 � w g � � w � w w � w w � w w w w °11 � A v y 13 SKI/BIKE/ v \ \ CALLOUT NUMBERS COORDINATED 31 DOG V A A A/ �� Keynotes: TO NUMBERED NOTES BELOW. V ` . . . . V A A A�� a 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 9 V A 5 w 5 \ - 10 .a \ \ \ W 2. TRASH ENCLOSURE-SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 13 3.1. TYPE 1E PER DETAIL I3/C2.50 NOT FOR CONSTRUCTION \ , 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.5132 REV DESCRIPTION DATE j w 1 ii ii� I A V A I , W W W 5. SITE LIGHT FIXTURE- REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON = �� V A W z z 9 5 9 \ \ W PER DETAIL 7/C2.50 00 00 \ P a 5 \V A A\ 5 I 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 a a \ w f f f 9 • \ V A 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN -SEE SITE LAYOUT PLANS C2.01 C2.06 \ \ 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10 FT \ \ � y y I POOL \ \ \\ ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9 i a A A I�° w 11 \ \ \ 4. w a W W W W 9. PROPOSED STORM WATER UTILITY STRUCTURE-SEE DRAINAGE PLANS C5.01 9 \ \ \ C5.06 w w SAN 11 W m 13 w FITNESS 5 \ \\ \\ \ I a ° W w W 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 E4V A A 5 y 5 a \ \ \\ W w w 11. PROPOSED WATER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 W W W IW \ a • \ \ \ .. \ \ LEASING W "7-7 ' ." \ \\ \\ y W w 12. PROPOSED GRAVITY IRRIGATION STRUCTURE-SEE GIRR PLAN C7.00 \ % ' \ \ \\ 13. INSTALL BENCH THIS LOCATION -COORDINATE WITH LANDSCAPE PLANS \\ s �° V A\ \\ \ \ 13 a a ��L \ \ \ 1 . y W y 14. CARPORT ABOVE COORDINATE WITH ARCHITECTURAL PLANS \ m JA a /IL 4 \ \\ \ \ I W W X cQ 2019 Newman Garrison Partners Inc. ALI rights reserved. W \ 5 \ \ W w W 15. ELECTRIC VEHICLE CHARGING STATION REFER TO ELECTRICAL PLANS The concepts and drawings are protected under us and \ ° ° International Copyright and Intellectual property laws \ \ J / 9 \ m and cannot be used In any manner without express written 9 ./ \\ \\ \ 9 I y W W y 16. TERMINUS BARRICADE-SEE SIGNAGE&STRIPING PLAN C8.02 consent. �� \ \\ 32� 4 \\ \\ \\ 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE V CLUBHOUSE \ V A A MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 10 5 � � . _ _ _ _ - - SEASONS AT MERIDIAN \ Q co ® \ \ 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 \ I W w 2700 E. Overland Rd. 5 ; 10 Meridian, ID 83642 9 5 �� 11 iiiiiiii 1 5 w w w y a 9 9 �I y f f 5 5 V A �� S � � W A. \ 15 3 5 a a a a °� 9 \ w 5 a 13 a s a s V A 5 y \ V A a Wly V A \ V A \ g \ \ \ V A V A \ v vv v v vv vv SD v O v vv v m ° � IMaterials p 9vvv10 �, - Site v v v v 9 v 9 v v v v v v v v v v v v MATCH LINE-AREA4V A A\ \� V A SaN V A A Area 4 v v v v *,\*\ , v v I APPROVED FOR MATCH LINE-AREA 2 5 \V A \ IDAHo CONSTRUCTION V A V A A\ \\ w w 9 V A\2 \ I These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC V A \ 5 \ V A I compliance with Meridian City Standards and O \ A V A w V A y Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) \ w C31 V A and/or construct those facilities in compliance with all F \ 9 V current applicable federal, state and local laws, rules, V A 5 a \, regulations, ordinances, development agreements, N \ 9 W w W specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by \ 5 City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any LL-1 MW proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Site Materialls Area 4 0 20' 40' and Specifications before said revision is constructed. C2 . 14 �Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ Q- Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RCH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G PA R T N E R S . C o M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND IRR • CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR �1 TH 12 I .� .a - a ° -_ -a a W w W REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY r W W W W MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAN D SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . . . w CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELDGROUP ADJUSTMENTS. TAG PN: 120124 GIRH � �- g 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL r_ 5 w w 9 w w 4 12 - �� F RAp REQUIREMENTS. �A w 5 -� y `� �PUBL 46 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES Y w 5 .7. NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. W W � W W 5 a + 3.1 Material legend ' , �. y y STANDARD ASPHALT OVERLAND ASPHALT w \31 `\ PAVING, SEE DETAIL PAVING, SEE STREET 2/C2.50 SECTION 1/C4.10 MORGAN HOLDINGS & HEAVY DUTY ASPHALT DECORATIVE PAVING, SEE STONE HILL 5 V A A V A 11 \ V A A V A A V A A V A A V A A V PAVING, SEE DETAIL LANDSCAPE PLANS. 1/C2.50 38 Glen Gary Dr., Ste. 200 w \ \ \ \ `V A STANDARD CONCRETE RAISED PLANTER BED, SEE Aspen, CO 81611 \V 31 9 w W \ \V \V \V FLATWORK, SEE DETAIL LANDSCAPE PLANS. 9 3/C2.50.ALL FLATWORK 5 v y y y Ov v v v 7301 Peak Dr., Ste. 200 \ \ \ \ WITHIN ACHD ROW SHALL BE PER ACHD 5 LANDSCAPE AREA, SEE LANDSCAPE`\ `\ 9 `\ `V A\ `\ \\ `\ SUPPLEMENTAL SD-709. Las Vegas, NV 89128 ° 5 V A\ V AV A A V � SC PLANS. so V A \ 2 V A REINFORCED CONCRETE \ V A A V A V A FLATWORK, SEE DETAIL 4/C2.50.ALL FLATWORK V A A \ V A \ \ V A WITHIN ACHD ROW SHALL BE PER ACHD V A A 5 w V A \ SUPPLEMENTAL SD-709. I I •a �� vvvv � � � � V A A 5 5 V A \ 6-IN CATCH CURB AND V A V A V A \ 11 GUTTER PER DETAIL 8/C2.50 11 AM 3.1 v 6-IN REVERSE CURB AND 9 \ snN \ 3. GUTTER PER DETAIL 9/C2.50 w ® o �� 15 V A \ 5 a 3.2 1 10 0 \ \ w w CALLOUT NUMBERS COORDINATED y 9 A\ 5 y y y 5 A \ Keynotes: TO NUMBERED NOTES BELOW. W W \ \ \\ w W W 8 W W W W W w w LW--- - a a 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS V A A\ 13 v A\ \V A F / z z 2. TRASH ENCLOSURE-SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 \V BUILDING D L- cr Q+ 3.1. TYPE 1E PER DETAIL 13/C2.50 NOT FOR CONSTRUCTION 3.2. TYPE 2A PER DETAIL 14/C2.50 \ \ y 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 REV DESCRIPTION DATE 9 \\ 5. SITE LIGHT FIXTURE REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON 14 \ 13 \ PER DETAIL 7/C2.50 -IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 V A 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN -SEE \ \ SITE LAYOUT PLANS C2.01 -C2.06 \ 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT a 5 ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. . 5 5 � 9. PROPOSED STORM WATER UTILITY STRUCTURE-SEE DRAINAGE PLANS C5.01 - \ 10 C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 13 11. PROPOSED WATER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE-SEE GIRR PLAN C7.00 BUILDING C v 5 V A 13. INSTALL BENCH THIS LOCATION -COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE-COORDINATE WITH ARCHITECTURAL PLANS © 2019 Newman Garrison Partners Inc. All rights reserved. \ \ The concepts and drawings are protected under US and W W \ \ � __ � . \ \ \\� ° 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS International Copyright and intellectual property laws and cannot be used In any manner without express written 16. TERMINUS BARRICADE-SEE SIGNAGE&STRIPING PLAN C8.02 consent. \ \ LL 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 10 \i SEASONS AT MERIDIAN 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD 708 \ \ \ 2700 E. Overland Rd. 5 Meridian, ID 83642 v A\ \V A y 49 ®� V A A \ V A A 5 1 3.2 - 5� L J -7 7 7 � y 9 \ \ \ y y a y 5 �\ 15 V A\ 9 9 w w w Site Materials 3.1 V A V A \ V A V A V A 9 V A MATCHLINE-AREA5 �V A A `V A A ` V A AV A A AV A A `V A \ `V A A A A ` Area 5 14 v v v v APPROVED FOR MATCH LINE-AREA 3 \V A A V A A A\ `\ `V A\ \ \ V A V A A A\ \\ s"" 2 ioaHo CONSTRUCTION w NEWMAN GARRISON + PARTNERS, INC5 NTh planseoh nha eed for compliance Meridian CityStandardsand O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) \ \ 9 11 \ and/or construct those facilities in compliance with all V A V A \ y current applicable federal, state and local laws, rules, w W \ \ \ \ regulations, ordinances, development agreements, N 9 W w \ \ 3.1 W specifications, orders or approvals, all of which the City 20213 1 V A \ retains the right to enforce. inconsistencies not noted by � \ \ \\ \ \ \ \ City staff shall not be construed as approved unless O W IFF-/- \ a i \ specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ Site Materialls Area 5 0 20' 40' and Specifications before said revision is constructed. C2 . 15 �Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ 11 Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO P STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A RICH ITECTURE • PLANNING • INTERIORS 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 3100 BRISTOL STREET, SUITE 400 ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COSTA ME S A ,CA 9 2 6 2 6 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 SLEEVES WITH RESPECTIVE CONTRACTORS. W W W . N G G PA R T N E R S . C o M 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND � APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR 1 /// THE REVIEW BY THE OWNER'S REPRESENTATIVE.AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR LAN D. SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE . CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD GROUP ADJUSTMENTS. TLG PN: 120124 PF 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL R4P REQUIREMENTS. 4 6) 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. 5 5 �W Material Legend STANDARD ASPHALT OVERLAND ASPHALT 5 PAVING, SEE DETAIL PAVING, SEE STREET 2/C2.50 SECTION 1/C 4.10 MORGAN HOLDINGS & \tea w W W w W \ \W HEAVY DUTY ASPHALT DECORATIVE PAVING, SEE STONE HILL a W 5 PAVING, SEE DETAIL LANDSCAPE PLANS. 1/C2.50 9 ILLLLLU 38 Glen Gary Dr., Ste. 200 \ 5 5 STANDARD CONCRETE RAISED PLANTER BED, SEE Aspen, FLATWORK, SEE DETAIL AS pen, CO 81611 12 PLANS.LANDSCAPE 3/C2.50.ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD 7301 Peak Dr., Ste. 200 \ \ W w W W w W w v SUPPLEMENTAL SD-709. LANDSCAPE AREA, SEE Las Vegas, NV 89128 \\ \\\ \ So \\ 2 \\ \ w 9 \ \ J W W W W y W W W w W W y REINFORCED CONCRETE LANDSCAPE PLANS. g FLATWORK, SEE DETAIL 4/C2.50.ALL FLATWORK ° ° ae as WITHIN ACHD ROW SHALL BE PER ACHD w V A V A V A A V A A V A \\ \ \\ \V A A\ \\ \V A\ \\ \ V A A\ \ / � m ° SUPPLEMENTAL SD-709. w 5 W \ 11 \ \ \ \ \\ \ \ \\ \ CATCH CURB AND GU ° a GUTTER PER DETAIL 8/102.50 ° 5 \ 9 A\ \V A A\ \V A A\ \V A w ° °a ° W W W W W W W . ° .a 6-IN REVERSE CURB AND 9 \ SAN \\ 3.1 \\ \\ \ \ g \\ \\ \\ W W W W W \ �a GUTTER PER DETAIL 9/C2.50 15 \ \ 5 o a , a ° 9 y 8 12 MAINTENANCE CALLOUT NUMBERS COORDINATED Keynotes: ° y °a .a \\ \ E TO NUMBERED NOTES BELOW. \ 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR 9 z s 5 \ \ �o DETAILS "�' Fri �A $ y y \ y 2. TRASH ENCLOSURE-SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS w a a 10 10 V A\ 11 V A\ 11 y a a w w W W W W W W w W co W w w W w W W w w W W w W W co \\ \ \ \\ \ \ I 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 v+ Q+ . . . . . . w w w 5 w 11 V A 2 \ 3.1. TYPE 1 E PER DETAIL 13/C2.50 w w \ V A A \ 3.2. TYPE 2A PER DETAIL 14/C2.50 NOT FOR CONSTRUCTION 5 9 w \V A A V A\ V 9 5 5 w w 5 y \V A A A V A I 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 REV DESCRIPTION DATE \\ W \\ \ \ \ 5. SITE LIGHT FIXTURE- REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON 9 w w w w w w w w w 1 3.1 V A\ \\ \ I PER DETAIL 7/C2.50 \ 5 y y \ 5 V A\ \ 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL I O/C2.50 V A \ 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN -SEE W y W ® \\ \9 \ SITE LAYOUT PLANS C2.01 -C2.06 \ 3.2 So A V A I ° y 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT 5 . . 4 V A A A I ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. W \ \\ w W w \ \ W W 9. PROPOSED STORM WATER UTILITY STRUCTURE-SEE DRAINAGE PLANS C5.01 10 L�l PEILJOr v v \ C5.06 9 V A \ 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 � B . 11. PROPOSED WATER UTILITY STRUCTURE-SEE UTILITY PLAN C6.00 \ \ w \14 \ I 12. PROPOSED GRAVITY IRRIGATION STRUCTURE-SEE GIRR PLAN C7.00 \ \ w V A 5 \\ \\ 5 w W W / \ \\ \\ \ // I W W W a 13. INSTALL BENCH THIS LOCATION -COORDINATE WITH LANDSCAPE PLANS w . w w . I� V A\ \\ \ I 14. CARPORT ABOVE COORDINATE WITH ARCHITECTURAL PLANS \ L © 2019 Newman Garrison Partners Inc. All rights reserved. \ 5 y V A I The concepts and drawings are protected under US and 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS International Copyright and Inteuectual property caws V A I and cannot be used In any Manner without express written UILDIN ° � � y � � � � � � g 13 � ° .° . � � V I w 16. TERMINUS BARRICADE-SEE SIGNAGE&STRIPING PLAN C8.02 consent. �� a ° ° \ \ \ \` � \� \ � ° ° °I � � . e 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 10 � � SEASONS AT MERIDIAN \ 5 y 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 5 W �W W W W �W� W w p \ \ 2700 E. Overland Rd. V � � w � 9 V A 9 w � . Meridian ID 83642 ITS 3.2 3.2 9 5 V A 5 14 5 � 5 �� A - \ 11 WWyW � W � yy � WWWyy � y � W � yyWWW � y � WWy . �� i WWWWWWWWI3W WW wW %%% \ \ \ Site Materials - 9 9 \ \ \ MATCH LINE-AREA 6 Area 6 \ APPROVED FOR SAN V A 2 w MATCH LINE-AREA 4 I IDAHO G�RR CONSTRUCTION + 10 w w w w w w w g These plans and/or specifications have been reviewed for NEWMAN GARRISON PARTNERS, INC _ h w I' withMeridian n n° com lance w t City Standards and W PY O \ \\ 5 BUILDING F I GIRR Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) LL o and/or construct those facilities in compliance with all � W W \ W W IW w w W 9 I w 12 CD current applicable federal, state and local laws, rules, N w 3.1 w y regulations, ordinances, development agreements, �I� f 5 ��V V�A I° a specifications, orders or approvals, all of which the City 20213 \ \ I 'GIR retains the right to enforce. inconsistencies not noted by ° T City staff shall not be construed as approved unless O 5 �a specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Site Materialls Area 6 0 20' 40' and Specifications before said revision is constructed. C2 . 16 Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ 11 N G STRUCTURE, PAVED AREA, OR OBJECT P EXPANSION JOINT, SEE DETAIL 4/C2.50. 1 A RCH ITECTURE • P LANNING • I NTERIORS 6"CONCRETE SLAB N T 6X6 WWF CENTERED IN SLAB 3100 BRISTOL STREET, SUITE 400 N COSTA ME S A CA 9 2 6 2 6 P ASPHALT PAVING TOP COURSE ASPHALT PAVING TOP COURSE C0 BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC. SCORE JOINT, SEE SUPPORT IN CENTER AS T 949.756.081 8 F 949.756.0145 D D D D D D 3/4" MINUS GRAVEL TYPE B - D D D D D D 3/4" MINUS GRAVEL TYPE B DETAIL 4/C2.50 REQUIRED. W W W N G G P A R T N E R S C 0 M o BASE COURSE o BASE COURSE SEALANT-POLYURETHANE SEALANT FS-TT-S-00227,TYPE ll, NON-SAG AND TYPE I-SELF LEVELING, CLASS A O\O\O\O STRUCTURAL TYPE A FILL COURSE. I \D I OD O STRUCTURAL TYPE A FILL COURSE. LIGHT BROOM FINISH - ° p p p COMPACT TO 95%DRY DENSITY p p p COMPACT TO 95%DRY DENSITY EXPANSION JOINT PER ASTM D698. o 0 PER ASTM D698. TOOLED SCORE JOINT J T O O O O T O O O O 1/2" RADIUS k 4" DEPTH CONCRETE - II I11-COMPACTED SUBGRADE TO 95% COMPACTED SUBGRADE TO 95% 4" DEPTH,TYPE R BASE PER IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-\ \ O SPECIFICATIOINSTANDARD PROCTOR. / STANDARD PROCTOR. p p p -IIIIIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIII \�� w� 1111 111�11 I I I�11 111�11 111�11 111 11 111 1111 I / ,\/\ \\/ /\\\ \ /\/ \\ COMPACTED SUB-GRADE IIIIII IIIIIIIIIIIIIIIIII-III II IIII .%%�/.\\ 1111 111 I 6" DEPTH TYPE B-CRUSHED GRAVEL l ( NOTE: 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH COMPACTED SUBGRADE OF WALK, AS SHOWN ON DRAWINGS. \\ /I,��' NOTE: j FWZ4 T H E 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS. LAN D GROUP Heavy Duty Asphalt Section 2 Light Duty Asphalt Section Standard Concrete Flatwork 4 Heavy Duty Concrete Flatwork TLGPN: 120124 1 Scale: NTS Scale: NTS Scale: NTS Scale: 1" = 1' T 1/4" 1/2" TOP OF WALL TYP. 3" (TYP.) e SAWCUT BEVEL REQUIRED a ' a 1/4 IN. MIN ° ° ° ° ` °HOC` '° STAMP UTILITY TYPE. -� CONCRETE FLATWORK PER 3/C2.50. 1/2"CHAMFER EXPANSION REFER TO DETAIL 4/C5.50 "° JOINT AT 10 FT. O.C. (TYP.) LIGHT POLE BASE PER a SAWCUT JOINT a a . 611° UTILITY STRUCTURE. 3"CLEAR (TYP.) ' ELECTRICAL STANDARD FLATWORK APRON - T 1/4" a P SIZE VARIES. NO. 3 REBAR SEE DETAIL / 2.50. ' 6' 3 C #3 REBAR ° as CONCRETE WALL PER . LIGHT POLE FOOTING PER ELECTRICAL Po ° EDGE OF FLATWORK ° DETAIL 1/C2.51 T CONTRACTION JOINT PER DETAIL MORGAN HOLDINGS 8c 5/C2.50 FINISH GRADE .. m . .. 5/C2.50.0N JOINT, SEE DETAIL STONE HILL VERTICAL PLAN REINFORCEMENT AT LIGHT POLE TOOLED SCORE JOINT EXPANSION JOINT UTILITY STRUCTURE-SHOWN FOR REFERENCE ONLY. 38 Glen Gary Dr., Ste. 200 CONCRETE REFER TO UTILITY PLAN FOR MORE INFORMATION. CONCRETE FLATWORK PER PLAN. Aspen, CO 81611 3/8" 1/2" RADIUS (TYP.) FLATWORK CONTRACTION JOINT-SEE DETAIL P PER 6" *6" #3 REBAR BUILDING COLUMN. 5/C2.50. I COLD JOINT T 3/8" BITUMINOUS EXPANSION MATERIAL, 3/C2.50. 0 7301 Peak Dr., Ste. 200 RECESS TO ALLOW TOOLED EDGE a a a . ° e ° . • •• a CONTRACTION JOINT ° ° a • Las 89128 CONCRETE FLATWORK PER NOTES: PER DETAIL 5/C2.50 a Vegas, NV DETAIL 3/C2.50 1. ALL GENERAL JOINT PATTERNS SHALL BE BEVEL ° ° ° ° ° ° ° ° ° NON-SEALED ISOLATION a _ ° SAWCUT PER DETAIL. > JOINT PER DETAIL 5/C2.50. 2. TOOLED JOINTS ARE ACCEPTABLE WHEN REQUIRED ° ° ° ° 3" (TYP.) " °. ' #3 REBAR 3/4-IN.AGGREGATE BASE -_III =III -III v \\\\\\\ BY EXISTING CONDITIONS. CONFIRM WITH ARCH. ��III III (-III -III �_ ° PRIOR TO INSTALLATION. /`/`�/`/ /`�/`� /`% / / /`/ /`�/ N • ° . 3. CONCRETE FLATWORK AREAS REQUIRE'ZIP STRIP' %i��i��i��i��i��i��i�� i��i��i��i��i��i��i CONCRETE FLATWORK PER PLAN. EDGE OF CONCRETE SIDEWALK, EXPANSION JOINT TYPE JOINT OR SIM.,WITH JOINT SEALANTS. e CURBING, OR SIMILAR 4. PROVIDE VERTICAL TOOLED SCORING EVERY 10-FT. SECTION PLAN NOTES: O.C. AT CONCRETE STAIRS. 1. LOCATE THE CONCRETE APRON AROUND EACH LIGHT POST OR STORM DRAIN INLET LOCATED WITHIN A TURF 5. PROVIDE VERTICAL CHAMFER JOINTS EVERY 10-FT. REINFORCEMENT AT STRUCTURE REINFORCEMENT AT BUILDING COLUMN, SCALE: 1/4" = 1' 2. CONCRETE SECTION, SEE CONCRETE FLATWORK DETAIL 3/C2.50. O.C. AT CONCRETE WALLS. 3. ENLARGE AS REQUIRED FOR LIGHT POLE BASE. Concrete Joints Flatwork Reinforcement Concrete Apron 5 Scale: NTS 6 Scale: NTS 7 Scale: 1" = 1' 6" CONCRETE CURB FINISH GRADE ASPHALT PAVING c' 24 FINISH GRADE °� o 0 o c 6"x 12"CONCRETE BAND R1/2" 6" 18" 1" BATTER ASPHALT PAVING 6 18 o 0 0 < 0 0 o c 1/2" RADIUS NOT FOR CONSTRUCTION R3-1/2" ± 112" �A�/VA/ co � a - \ /\\ R1 �A//VA/�� "' � 0 0 0 0 0 ° oycaV/\\/ ASPHALT PAVING PER PLANS R1/2" ASPHALT PAVEMENT / ° ° a \ / PER PLANS REV DESCRIPTION DATE /\\/ / Q� '�\L°a a COMPACTED \ x,- L `L e PER PLANS 3/4 AGGREGATE /\ ° a SUBGRADE a a a BASE 0 0 0 0 0 0 0 0 0 0 0 o0 Z� 1) 1) 1516516516516516510 \ \ \ /// \/ 12, \\� � \ / �� \\\/\ 0 0 0 0 0�0 0 0 0 0 00 4" DEPTH OF BASE COURSE %\\ /\/ AGGREGATE BASE AS AGGREGATE BASE COMPACTED SUBGRADE \j\\\ \ /�\\�� \� / \\/ /\ \��/� SPECIFIED NOTES: COMPACTED SUBGRADE 1. SCORE JOINTS AT 1 O'O.C. 2. EXPANSION JOINTS AT 40'O.C. 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB &RADII. 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8"THICKNESS. NOTES: 5. SCORE JOINTS SHALL BE MINIMUM 1/8"WIDE, 1-112" DEEP,AND ROUNDED CORNERS. NOTE: 1. CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS). 1. PROVIDE SCORE JOINTS AT T O.C. 6-IN Curb/18-IN Catch Plate Gutter 9 6-IN Curb/18-IN Reverse Plate Gutter Vertical Curb 11 Concrete Ribbon Curb 8 Scale: NTS Scale: NTS 0 Scale: NTS Scale: NTS @ 2019 Newman Garrison Partners Inc. All rights reserved. The concepts and drawings are protected under US and International Copyright and intellectual property laws and cannot be used In any Manner without express written FINISHED SURFACE consent, W W W W W W W W W W y w PER PLANS DETECTABLE WARNING SURFACE W W W W W W y W CURB RAMP& PROVIDE W W W W W W w w DETECTABLE WARNING SURFACE CURB RAMP&PROVIDE FINISHED SURFACE 6-IN CURB � � � � � � � � �sue, CONCRETE SIDEWALK DETECTABLE WARNING SURFACE PER PLANS F.o SEASONS AT MERIDIAN CONCRETE SIDEWALK � � � � � � � �� W W W W W W W W W W CONCRETE SIDEWAL w W W 2700 E. Overland Rd. W W W W W W w W W W W W W y W w w w w W W woe Meridian, ID 83642 e,veoo o W e e=e=e=e= oeooee oe 00 oeo=epee>e e00000 FINISHED SURFACE FINISHED SURFACE LANDSCAPE \\ V\i�AV COMPACTED PER PLANS i „ i „ Details \ FINISHED SURFACE PER PLANS Site AREA \ �/ /x/ DETECTABLE WARNING PER PLANS SUBGRADE GROOVES SPACED 6-IN COMPACTED CONCRETE CURB & APART @ 12:1 MAX. SLOPE SUBGRADE APPROVED FOR GUTTER PER PLANS IDAHO CONCRETE CURB & CONCRETE CURB & ASPHALT PAVEMENT GUTTER PER PLANS CONSTRUCTION GUTTER PER PLANS These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC NOTE: PER PLANS NOTE: NOTE: p � p N 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP ASPHALT PAVEMENT 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP compliance with Meridian City Standards and ASPHALT PAVEMENT PER PLANS Specifications. This review does not relieve the owner, N PER PLANS DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by ADA Pedestrian Ramp ADA Pedestrian Ramp - Type 1 E ADA Pedestrian Ramp - Type 2A City staff Shall not be construed as approved unless o specifically addressed in writing by the City. Any 12 13proposed revision to these plans must be submitted for Scale: NTS SCale: NTS 4 Scale: NTS review and compliance with the Meridian City Standards w and Specifications before said revision is constructed. V) C2 . 50 Name Date ~ COPY RIGHT® 2019 NEWMAN GARRISON+PARTNERS W N G 2'-0" L 75 0 � PLAN VIEW SECTION VIEW o ACCESSIBLE PARKING SIGN, INSTALL PER DETAIL 3/C2.51 CO LL. P LOCATE ALIGNED WITH CENTER OF STALL AND AT HEAD OF STALL ~ C:) o- WHERE NO SIDEWALK EXISTS, OR ON OPPOSITE SIDE OF SIDEWALK o 2"x 2"x 10' (MINIMUM) SQUARE CONCRETE FLATWORK PER SIGN,TYPICAL GALVANIZED PERFORATED SIGN POST A RCH ITECTURE • P LANNING • I NTERIORS DETAIL 3/C2.50. SEALED WHERE SIDEWALK OCCURS. NOTE: ISOLATION JOINT WHERE T (12 GAUGE MIN.WALL THICKNESS). 1. TOP OF POST TO BE CUT 112" 3100 BRISTOL STREET, SUITE 4 0 0 FLATWORK MEETS VERTICAL , VAN ACCESSIBLE PARKING STALL N $"X 32" CADMIUM PLATED HEX BELOW TOP OF SIGN. COSTA ME S A CA 9 2 6 2 6 STRUCTURE. g a AND AISLE,TYP. HEAD BOLT WITH FLAT LOCK WASHER AND NUT T 949.756.081 8 F 949.756.0145 p ° • . f° •• °�• • ••°• ,° °. W W W N G G P A R T N E R S C 0 M p FINISH GRADE 0"Ag z SLOPE TOP OF CONCRETE TO ENSURE SIGN POST& 1111 °. o IIII III II I_III—_III a 8. p I I I—IIII _ a POSITIVE DRAINAGE AWAY FROM SIGN POST FOOTING I IIIIIIIIIIIII—IIII . •. •. .a ° °. . .. III I I—_ T B IIII —I —III ° 2%"x 2%"x 18" LONG ANCHOR POST, NON PERFORATED LANDSCAPE (12 GAUGE MIN.WALL THICKNESS) PER PLANS #4 REB�A\R AT 1D.0 D.C. / /\/ // / /\� `L z a WRAP ANCHOR SLEEVE AND ANCHOR �/ ��/ �/ /AA/AA/ /AA/AA/AA/ °° a a /\//\//\//\//\//\//\//\//\//\//\ • //\//\/ //\// - POST WITH (1) LAYER OF DUCT TAPE /\\j\\j /\\j\\j\\ o 2%"x 24"x 36"LONG ANCHOR POST, NON-PERFORATED \//\\//\\ . °• a //\\//\\/ //\\//\\//\\ (12 GAUGE MIN.WALL THICKNESS) III III X 4-INCH WIDE STALL a a III III a ° lII—III—II \//\ CONCRETE FOOTING III=III— a III= \\j\\j\\/\\j\ �� STRIPING,TYPICAL vv/v/vvvvv/vvvvvvv/vvv/vv/vv/v/vv/v/v/vvvv/vv/��/��v/��/v�vvvv�vv�vv�vv a =1 -1 III=1 WIDTH WIDTH a —III o =1 1=1 v/0YA//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A INTERNATIONAL SYMBOL OF \j\\j\\j\\j\\/\\ / PER PLAN PER PLAN ACCESS PAINTED ON PAVING, =1 III SOIL SUBGRADE /\//\\/�\\/�\j\\//\//\//\//\//\/��\//\//\//�\//�\//�\//�\//�\//�\//�\//�\j\\j\\j\\j\\\/ SYMBOL AND BORDER SHALLUNDIBED �I� 12" COMPACTS ILL TO 950°R /\\// BE WHITE, INSIDE BORDER NOTES: POST IN LANDSCAPE _ SHALL BE BLUE, AND AISLES 1. SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK OF CURB AND/OR BACK OF SIDEWALK. 1 THE SHALL BE WHITE 2. TOP OF FOOTING FINISH TO MATCH ADJACENT CONCRETE FLATWORK FINISH WHERE APPLICABLE. AW- LAN D GROUP Concrete Seat Wall 2 Accessible Parking Stall 3 Sign Post And Footing TLGPN: 120124 1 Scale: V=1' 3 Scale: NTS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION REV DESCRIPTION DATE © 2019 Newman Garrison Partners Inc. All rights reserved. The concepts and drawings are protected under US and International Copyright and intellectual property laws and cannot be used In any Manner without express written consent, SEASONS AT MERIDIAN 2700 E. Overland Rd. Meridian, ID 83642 Site Details APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W and Specifications before said revision is constructed. C2 . 51 Name Date ~ COPY RIGHT C 2019 NEWMAN GARRISON+PARTNERS W City of Meridian - Standard Notes: ACHD Standard Notes: General Notes: Earthwork Notes: Grading and Drainage Notes: NGENERAL CONSTRUCTION NOTES: ACHD STANDARD CONDITIONS: 1. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL 1. DEFINITIONS 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR v 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 1.1. GEOTECHNICAL ENGINEERING REPORT: GEOTECHNICAL ENGINEERING REPORT BY MATERIALS TESTING & PUBLIC WORKS CONSTRUCTION (ISPWC). STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL INSPECTION (MTI). REPORT FOR PROPOSED SUBDIVISION FLOWER PROPERTY, MERIDIAN, ID, FILE NO. b51328g, TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. DATED OCTOBER 13, 2005,AND REPORT FOR NEW WEST ADA SCHOOL DISTRICT HIGH SCHOOL, MERIDIAN, ID, FILE 2. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE P HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD).THE RIGHT-OF-WAY. NO. b180703g_Iimitedgeo, DATED MAY 16, 2018. AND APPLICABLE UTILITY COMPANIES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 1.2. STRUCTURAL FILL: SOIL MATERIALS USED TO RAISE THE GRADES BENEATH BUILDINGS, FOOTINGS, PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL CONTACT DIGLINE TO MARK ALL UNDERGROUND UTILITIES A RCH ITECTURE • PLANNING • INTERIORS 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE REQUIREMENTS OF ITEM #5 AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR FOUNDATIONS, RETAINING WALLS, SLABS, CURBS, MECHANICAL AND ELECTRICAL APPURTENANCES, OR OTHER WITHIN THE PROJECT AREA. CONTACT DIGLINE AT 1.800.342.1585. THE CONTRACTOR AGREES TO BE FULLY DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. TO FUND DISBURSEMENT COVERING SAID WORK. MAN-MADE STATIONARY FEATURES CONSTRUCTED ABOVE OR BELOW THE GROUND SURFACE. RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY 3100 BRISTOL STREET, SUITE 4 0 0 FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP 1.3. BUILDING PAD AREAS:THE LIMITS DESIGNATED ON THE GRADING PLAN WITHIN WHICH A BUILDING FOUNDATION IS AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. COSTA ME S A CA 9 2 6 2 6 WORK ORDER UNTIL THE SITUATION IS RESOLVED. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. THE LIKELY TO OCCUR. BUILDINGS LOCATED OUTSIDE OF THESE LIMITS MAY REQUIRE REEXCAVATION AND CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. REPLACEMENT OF STRUCTURAL FILL AT THE TIME OF CONSTRUCTION BY THE BUILDING CONTRACTOR. 3. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN THE SUBGRADE IN SUCH A CONDITION THAT IT WILL T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.01 4 5 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN ON SITE 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO 1.4. LOAD STRESS ENVELOPE: A 1 VERTICAL TO 1 HORIZONTAL (1:1) PLANE EXTENDING DOWNWARD FROM THE BE WELL-DRAINED AT ALL TIMES. DRAINAGE DITCHES SHALL BE CONSTRUCTED AS NECESSARY TO AVOID DAMAGE W W W . N G G P A R T N E R S . C O M AT ALL TIMES. WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 208-342-1585. OUTSIDE EDGE OF THE FOOTING. TO THE CONSTRUCTION SITE. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE CONSTRUCTION CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE 1.5. MOISTURE CONDITIONING: THE PROCESS OF RAISING THE MOISTURE LEVELS IN THE SOIL TO LEVELS AT OR NEAR NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. 4. WORK SUBJECT TO AGENCY OR PROJECT ENGINEERS APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING OPTIMUM. INCLUDES SCARIFYING, ADDING WATER, MIXING OF SOIL AND RECOMPACTION FOLLOWED BY TESTING 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND ELEVATION OF ALL TIE IN POINTS PRIOR TO CONFERENCE PRIOR TO START OF WORK. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT TO CONFIRM THAT MOISTURE LEVELS HAVE BEEN MET. CONSTRUCTION AND SHALL CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THIS SHALL BE FOR ALL 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE 1.6. AIR DRYING: THE PROCESS OF LOWERING THE MOISTURE LEVELS IN THE SOIL TO LEVELS AT OR NEAR OPTIMUM. SURFACE AND SUBSURFACE CONNECTIONS. WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. DETAILS. 2. GENERAL 5. UNLESS NOTED OTHERWISE, ALL STORM STORM DRAIN PIPE (ABBREVIATED SO ON PLANS) SHALL BE ASTM D 3034 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE 5. THE CONTRACTOR MUST KEEP A SEPARATE SET OF CONSTRUCTION PLANS TO RECORD AS-BUILT INFORMATION 2.1. WHERE IT IS NOT SPECIFICALLY STATED IN THE GEOTECHNICAL ENGINEERING REPORT OR IN THESE PVC;AASHTO M 252 OR AASHTO M 294 HOPE PER ISPWC SECTION 601. CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE DURING CONSTRUCTION. AT THE COMPLETION OF CONSTRUCTION, THIS SET OF PLANS MUST BE SUBMITTED IN SPECIFICATIONS THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SHALL GOVERN. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. LEGIBLE FORM TO AND APPROVED BY THE PROJECT CIVIL ENGINEER AND OWNER. ALL DISCREPANCIES TO BE 2.2. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE ISPWC SECTION 301. APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS REPORTED TO THE CIVIL ENGINEER FOR REVIEW AND APPROVAL. SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE 3. STRIP 7. PIPE COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ISPWC SECTION 601 PART 2 & 2.3. ALL DISSIMILAR REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE S 1. OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 6. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE 3.1. REFER TO THE GEOTECHNICAL REPORT FOR DETAILS OF STRIP REQUIREMENTS PRIOR TO PLACEMENT AND SIZE PIPE MAINLINE (GREATER THAN 12" DIAMETER) TO MAINLINE CONNECTIONS SHALL BE WITH ECCENTRIC CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR COMPACTION OF STRUCTURAL FILL MATERIALS. SEE "CONSTRUCTION CONSIDERATIONS" SECTIONS. ORGANIC FITTINGS (MATCHING INVERT ELEVATIONS) AND SHALL PROVIDE A WATERTIGHT CONNECTION. ALL STORM DRAIN 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. AND/OR DISTURBED SOILS, IF ENCOUNTERED, SHALL BE REMOVED TO DEPTHS OF 1 FOOT (MINIMUM), AND SERVICE LINE CONNECTIONS SHALL BE TYPE"A"PER ISPWC SD-511 (PREFERRED) OR TYPE"C" (MATCHING CROWN). TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT ACHD ROADWAY NOTES: STOCKPILED BY EARTHWORK CONTRACTOR FOR LATER USE. ALL PIPE SHALL BE PROVIDED WITH 1-FOOT MINIMUM COVER. PAVING. 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND 7. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY 3.2. THE STRIPPED SURFACE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO SUBSEQUENT ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE EXCAVATION OR FILLING. 8. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION) FOR ALL PIPE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE 3.3. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT CONNECTIONS THROUGH CIRCULAR STRUCTURES (MANHOLES AND CATCH BASINS). CORE DRILL ALL PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR INTERMIXING. PLACE, GRADE,AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. RECTANGULAR STRUCTURES AND GROUT PENETRATIONS WATER-TIGHT PER ISPWC SECTION 703. CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. �1 �� THE ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. r POLICY MANUAL: 4. EXCAVATION � . LAN D 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 8. ALL EXISTING UTILITY LOCATIONS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY AND MUST BE VERIFIED. 4.1. REFER TO THE GEOTECHNICAL REPORT FOR DETAILS OF SPECIAL EXCAVATION REQUIREMENTS BENEATH APPROVAL IN WRITING PRIOR TO CONSTRUCTION. STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. FOOTINGS, FLOOR SLABS, FLEXIBLE PAVEMENTS AND CONCRETE SLABS ON GRADE. . 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, EXACT LOCATION OF UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY PHYSICAL EXCAVATION OF THE 4.2. ALL EXISTING ORGANIC AND/OR DISTURBED SOILS ARE TO BE COMPLETELY REMOVED FROM BENEATH THE _ GROUP 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. UTILITY LINE AND SURVEYING THE LOCATION OF THE PIPE OR CONDUIT. CALL "DIG LINE", 48 HOURS IN ADVANCE OF BUILDING PAD AREAS AND WITHIN THE "LOAD STRESS ENVELOPE" AS INDICATED ON THE GRADING PLAN AND TLG PN: 120124 ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL COMMENCING WORK,AT 1-800-342-1585. FROM BENEATH THE PAVEMENT AREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 4.3. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT ENGINEER. TRAVEL LANE. 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS INTERMIXING. PLACE, GRADE,AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A 5. SUBGRADE INSPECTION WATER: CRITICAL FACTOR. 10. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND 5.1. NOTIFY GEOTECHNICAL ENGINEER WHEN EXCAVATIONS HAVE REACHED REQUIRED SUBGRADE FOR APPROVAL 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS AFTER STRIP AND PRIOR TO FILL. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN CONSTRUCTION BEGINS. RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES 5.2. IF UPON INSPECTION OF SUBGRADE, GEOTECHNICAL ENGINEER DETERMINES THAT ADDITIONAL STRIP IS GENERAL CONSTRUCTION NOTE NO. 1. 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE NECESSARY OR THAT UNSATISFACTORY SOIL IS PRESENT, CONTINUE EXCAVATION AND REPLACE WITH 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, REPAIRS) WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S COMPACTED FILL MATERIAL AS DIRECTED. STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR 5.3. IF GEOTECHNICAL ENGINEER DETERMINES THAT THE SUBGRADE AREAS THAT HAVE BEEN "MOISTURE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL GREATER. RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL CONDITIONED" OR"AIR DRIED" DO NOT MEET THE REQUIRED MOISTURE LEVELS, REPEAT MOISTURE CONDITIONING SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO COST TO THE OWNER. OR AIR DRYING PROCESS WITHOUT ADDITIONAL COMPENSATION. RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND 5.4. WHEN APPROVAL OF SUBGRADE HAS BEEN OBTAINED FROM THE GEOTECHNICAL ENGINEER, THE CONTRACTOR RULES (IDAPA 58.01.16). BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. 11. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START SHALL KEEP THE SUBGRADE SOILS DRY, UNFROZEN AND FREE OF TRAFFIC UNTIL THE FULL PAVEMENT SECTION 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. HAS BEEN INSTALLED. MORGAN HOLDINGS 8t MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, 5.5. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. REPRESENTATIVE FROM THE CITY OF EAGLE PUBLIC WORKS DEPARTMENT, EAGLE SEWER DISTRICT, ACHD, ALL CONSTRUCTION ACTIVITIES,AS DIRECTED BY GEOTECHNICAL ENGINEER, WITHOUT ADDITIONAL COMPENSATION. STONE HILL CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6. SOIL FILL 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT 6.1. STRUCTURAL FILL: ACCEPTABLE SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, SM AND ML OR A 38 Glen Gary Dr., Ste. 200 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 6 INCHES IN ANY DIMENSION, DEBRIS, Aspen, CO 81611 STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. WASTE, FROZEN MATERIALS,VEGETATION,AND OTHER DELETERIOUS MATTER. SILT SOILS (GM, SM AND ML) MAY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER BE USED AS STRUCTURAL FILL IF IT CONTAINS LESS THAN 3% ORGANICS AS DETERMINED BY THE GEOTECHNICAL USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL ENGINEER AND THE PLACEMENT AND COMPACTION OF THE MATERIAL IS SUPERVISED AND APPROVED BY THE 7301 Peak Dr., Ste. 200 COORDINATE WITH THE PUBLIC WORKS INSPECTOR. BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. GEOTECHNICAL ENGINEER. USE OF SILT SOILS AS STRUCTURAL FILL IS PROHIBITED BELOW FOOTINGS. CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR 6.2. LANDSCAPE SOIL FILL: THE STRIP MATERIAL (ML) WHICH CANNOT BE USED AS STRUCTURAL MATERIAL, (I.E., Las Vegas, NV 89128 ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. GREATER THAN 3%ORGANICS), MAY BE USED AS LANDSCAPE FILL MATERIAL. 6.3. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL SEWER: Certification of Compliance with Design Standards: MATERIAL WILL BOND WITH EXISTING MATERIAL. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA p g 6.4. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. OR ICE. 1. 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH 6.5. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. SOILS NOT MAINTAINED WITHIN 2 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION SHALL BE CONSIDERED UNSATISFACTORY. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE 6.6. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT. RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 6.7. PROTECT APPROVED SUBGRADE SOIL FROM RECEIVING EXCESS MOISTURE. IF THIS SOIL IS ALLOWED TO RECEIVE RULES (IDAPA 58.01.16). MOISTURE, WHICH RAISES IT ABOVE ITS OPTIMUM LEVELS, IT WILL BECOME INSTABLE AND NOT BE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER COMPACTABLE. INSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL AT THE MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONTRACTOR'S EXPENSE. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 6.8. SUBGRADE MATERIALS WHICH HAVE BEEN PREVIOUSLY APPROVED BUT HAVE BEEN DRIED OR DAMPENED CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC CAUSING THE SOIL TO BE OUTSIDE OF REQUIRED MOISTURE LEVELS SHALL BE RE-MOISTURE CONDITIONED AT �014AL ECG DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONTRACTOR'S EXPENSE. G\STER�,O t 6.9. SANDY SILT (ML) USED AS STRUCTURAL FILL MAY REQUIRE MOISTURE CONDITIONING, AS DETERMINED BY THE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE GEOTECHNICAL ENGINEER. MOISTURE CONDITIONING SHALL BE AS FOLLOWS: SCARIFY TO A DEPTH OF 12 4f CROSSES A STORMWATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). INCHES. APPLY WATER TO RAISE THE MOISTURE LEVEL IN THE SOIL 1 TO 4 PERCENTAGE POINTS ABOVE OPTIMUM. RECOMPACT TO AT LEAST 95%AND NO MORE THAN 98% OF THE MAXIMUM DENSITY AS REQUIRED BY J,1 0/1 4/2021 0 ASTM D 1557"MODIFIED PROCTOR". �qTE OF \�P 6.10. COMPACTION OF STRUCTURAL FILL: PLACE MATERIALS IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH. ROADWAY: 6.11. COMPACT STRUCTURAL FILL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY: 9` S W.0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A 6.11.1. BELOW STRUCTURES: COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 95 PERCENT OF RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. CONSTRUCTION. 6.11.2. BELOW RIGID PAVEMENTS: COMPACT 12 INCHES OF EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACT EACH LAYER OF STRUCTURAL FILL TO A 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE THE MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. PIPE ZONE. 6.11.3. BELOW FLEXIBLE PAVEMENTS: COMPACT 12 INCHES OF EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACT EACH LAYER OF STRUCTURAL NOT FOR CONSTRUCTION PRESSURIZED IRRIGATION: FILL TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH OR 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. REV DESCRIPTION DATE IT IS BEING CONSTRUCTED. 6.11.4. UNDER LAWN OR UNPAVED AREAS: SCARIFY AND RECOMPACT TOP 6 INCHES BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL TO A MINIMUM OF 90 PERCENT OF THE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF 6.11.5. UTILITY TRENCHES: COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL TO 95 ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 6.11.6. STRUCTURAL FILL WITHIN THE BUILDING PAD AREAS DESCRIBED ABOVE AND WITHIN THE "LOAD STRESS ENVELOPE" SHALL BE PLACED AND COMPACTED TO THE ELEVATIONS SHOWN ON THE GRADING PLAN. 7. GRADING 7.1. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES. CUT OUT SOFT SPOTS AND FILL, FILL LOW SPOTS,AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES. 7.2. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: PAVEMENTS: PLUS OR MINUS 1/2 INCH BASE COURSE, PLUS OR MINUS 0.1 FEET SUBGRADE; UNPAVED AREAS: PLUS OR MINUS 0.3 FEET. 7.3. MAXIMUM SLOPE SHALL BE 3:1 UNLESS OTHERWISE INDICATED. 8. FIELD QUALITY CONTROL 8.1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY-CONTROL TESTING. 8.2. ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. 8.3. BUILDING PAD AREAS SHALL BE TESTED AT A RATE OF 1 TEST PER 5,000 SF PER LIFT. PARKING AND DRIVEWAY © 2019 Newman Garrison Partners Inc. All rights reserved. AREAS SHALL BE TESTED AT A RATE OF 1 TEST PER 10,000 SF. The concepts and drawings are protected under US and International Copyright and intellectual property laws 8.4. TRENCH BACKFILL: PER IDAHO STANDARD FOR PUBLIC WORKS DIVISION 200. and cannot be used In any Manner without express written 8.5. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF consent, COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED WITHOUT ADDITIONAL COMPENSATION. 9. PROTECTION SEASONS AT MERIDIAN 9.1. PROTECT EXCAVATED SUBGRADE AREAS OR AREAS STRIPPED FOR SUBSEQUENT FILL MATERIAL PLACEMENT 2700 E. Overland Rd. BENEATH AREAS TO BE PAVED: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND CONSTRUCT Meridian, ID 83642 WORK, AND PROVIDE PROTECTION, IN A MANNER TO AVOID CAUSING INSTABILITY OF THE EXISTING SOILS. SUCH PROTECTION MAY INCLUDE AVOIDING TRAFFIC OVER SUCH AREAS WITHOUT PROVISION OF A PROTECTIVE CONSTRUCTION ACCESS ROAD. CONTRACTOR SHALL KEEP SURFACES WELL DRAINED FREE FROM PUDDLING, PONDING, OR POTENTIAL MOISTURE BUILD UP IN THE FORM OF SNOW OR OTHERWISE, WHICH MAY CAUSE THE INSTABILITY OF THE SURFACE SOILS OR UNDERLYING SOILS. 9.2. UPON COMPLETION OF EXCAVATION TO SUBGRADE LEVELS BENEATH SUBSEQUENT FILL,THE CONTRACTOR SHALL Plans Are Accepted For Public Street IMMEDIATELY OBTAIN COMPACTION LEVELS AS REQUIRED. IF AFTER APPROVAL, THE SUBGRADE SOILS RECEIVE MOISTURE WHICH RAISES THE MOISTURE CONTENT TO A LEVEL EXCEEDING THE TARGET MOISTURE LEVELS,THEY Construction SHALL BE SCARIFIED AND ALLOWED TO DRY OR REMOVED AND REPLACED WITH ENGINEERED FILL AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP THESE SUBGRADE SOILS By stamping and signing the improvement plans,the Registered Engineer ensures the DRY AND FREE OF TRAFFIC PRIOR TO AND DURING COMPACTION EFFORTS AND UNTIL THE FULL PAVEMENT District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. SECTION HAS BEEN INSTALLED. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE SUBGRADE IMMEDIATELY Acceptance of the improvement plans by the District does not relieve the Registered AFTER COMPLETION OF SUBGRADE MOISTURE CONDITIONING AND/OR COMPACTION EFFORTS. Engineer of these responsibilities. 9.3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTORS BY: DATE: OPERATIONS, SHALL BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE. ADA COUNTY HIGHWAY DISTRICT General Notes 25. REGULATORY REQUIREMENTS 25.1. AN EPA NPDES PERMIT IS REQUIRED. CONTRACTOR SHALL FILE A "NOTICE OF INTENT" WITH THE EPA, AND PREPARE A "STORM WATER POLLUTION PREVENTION PLAN". A DEWATERING PLAN SHALL BE PART OF THE APPROVED FOR POLLUTION PREVENTION PLAN. IDAHO CONSTRUCTION 25.2. CONTRACTOR SHALL MANAGE ALL WATER GENERATED FROM DEWATERING ACTIVITIES ONSITE. IF CONTRACTOR NEWMAN GARRISON + PARTNERS, INC CHOOSES TO DISCHARGE WATER OFFSITE AND TO WATERS WHICH ARE, OR ULTIMATELY FLOW TO, WATERS OF These plans and/or specifications have been reviewed for N compliance with Meridian City Standards and O THE STATE THEN A "SHORT TERM ACTIVITY EXEMPTION" OR EQUIVALENT SHALL BE OBTAINED FROM THE Specifications. This review does not relieve the owner, N DEPARTMENT OF ENVIRONMENTAL QUALITY. engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W and Specifications before said revision is constructed. C3 . 00 Name Date ~ COPY RIGHT C 2019 NEWMAN GARRISON+PARTNERS ICJ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. ^ 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN 1�.J STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) A RCH ITECTURE • P LANNING • I NTERIORS SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE CITY 3100 B R I S T o L STREET, SUITE 400 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD COSTA ME S A ,CA 9 2 6 2 6 � . ..... _ V o I L: b1.88 I v.o i.00 APPLIES. 51.24 TC:51.60 � ' -oo TC: 52.13 53.10 TC: 51.09 51.37 51.03 TC:51.12 51.90 TC: 52.25 TC:52.99 T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 TC: 50.93 \ 51.09 0 / 52.16 52.64 T( 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. TC: 51.18 - TC: 50.83 TC:51.47 51.27 TC: 51.12 TC:51.03 51.23 SD TC: 51.68 SD TC: 51.53 TC:51.56 SD D TC: 51.96 6.0%_7.4% 4.2%> 52.35 7 0% 50.59 51.37 52.13 TC: 52.84 53.0 52.43 TC: 50.62 3 6% I \I 7.3% - 3�°�° '3 8% TC: 51.12 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS 50.51 2.7% ° 52.09 53.06 TC: 5 FOLLOWS: 1.0% 51.79 TC:52.23 TC:52.33s TC:52.99 TC: 50.57 51.12 51.36 TC: 51.14 65'\ HP:2651.59 0.4/° 51.4ilk 51.79 TC: 51.36 51.39 m 2 0 ° TC: 52.14 ° °�,\ TC: 53.17 TC:53.12 EG = EXISTING GRADE TC:49.79 TC: 50.38 I N 50TC8050.87 L 51.10 TC:51.49 `-D 51.29 TC: 51.29 o � FF =FINISH FLOOR R/W CD 51.50 TC: 51.14 _ TC: 51.31 TC: 52.41 f N TC:52.49 ° S� 53.19 o N . 0 51.9 ` v 53 FG - FINISH GRADE 50.17 51.46 I ?o� 51.41 51.52 5317 HP = HIGH POINT \ 51.49 ? 0 50.10 ® I I m ��°� 51.44 0° ® _bbC r 52.72 m 53A 9 53.353.4MX-MATCH EXISTING 50.29 ® TA/GB:51.39 �V/ 51.47 RIM: 51.29 SD �" 52.93 0 s°50.42 RIM = RIM OF STRUCTURE ® IRIM:51.24 TA/GB: 51.34 RI .93 / TA/GB:52.89 T f 26`'3 RIM:53.17 TA TOP OF ASPHALT \ B GB GB G GB GB GB G� GB GB GB RIM: 52.81 GB TC = TOP OF CONCRETE SAN 51 38 MATCH LINE-AREA 3 ctift TA/GB:52.03 / N \ TA/GB:52.89 TA/GB:53.33 TG = TOP OF GRAVEL N `�' o TW = TOP OF WALL EMILAIN 51.36 51.41 52.26 "' 53.13 53.02 °�° , 51.22 26Sr 51.27 MATCH LINE-AREA 1 52.32 52.94 "' N 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. / 52.99 53.23 53.58 HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO TOLERANCES w �6S I 50.991.32 51.20 �51.14 51.44 52.13 26S --- ° o / o° 52.25 2 °�° f TC: 52.66 TC:53.02 � 53.32 ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE \°m o TC: 52.78 N N 50.05 r / 51.05 I lbo TC: 51.07 TC: 51.09 26Sr SD SD ' IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING 49.70 50.14 49.77 ° TC:52.49 �C. 53.10_ a' TC: 50.81 1.0% 1 p% TC: 52.41 TC: 52.66 - SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. - 49 82 51.40 0 . 50.95 51.15 51.84 51.96 2.33 . TC: 5285 C: 52.72 ��_r 7.0% 50.83 4.0% ----- - --- 52.75 ° 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION �1 FMI T H E TC: 50.99 TC:50.78 ° / RIM: 50.49 TC: D SD D SO TC: TC: TC: TC: TC: 6'0% 52.48 6.2/° TC: 52.78 r� / i/W R/ 0\01 50.32 TC: 51.01 TC: 50.90 m 11 TC:49.79 TC: 50.14 I / 51.17 � TC: 50.76 - ---- 0 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN LAN D TC: 52.31 0 FG:52.45 52.62 52.59 TC: 52.49 TC: 52.58 TC:52.67 TC: 50.34 50.38 / 50.69 50.83 50.90 TC: 50.54 - - APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . / 50.62 / TA/GB:50.59 TC:52.57 52.39 52.63 GROUP 50.02 6.5% / 50.38 FG: 52.45 FG: 52.45 FG: 52.45 - 52.12 52.50 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE TC:50.34 6.0% / 50.54 FG: 52.45 TC: 52.40 \ FG: 52.45 PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 50.06 . co 50.76 FG: 52.45 TLG PN: i2oi2a TC: 50.42 50.55 50.86 V I 3� 5°° SD D I' TC: 52.45 51.97 TA/GB: 51 85 yU 52.79 FG 53.. EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO ?� FG: 52.45 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE c� TC: 50.40 50.72 TC: 50.93 i �� IFF: 2652.45 �``50.63 � o OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE SD SD I O ? c" ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE TC: 50.71 m °- UTILITY COMPANIES OR DIG-LINE 342-1585 FOR EXACT LOCATIONS A MINIMUM p � / RIM: 53.40 ( ) o o FG:52.45 �V OF 48-HOURS PRIOR TO DIGGING. o \ RIM:52-6 I � � FG: 52.45 �- � ❑ � � III <13 ❑ 0 \ o I �� TC: TC: 52.45 n� RIM: 52.30 f o0 FG: 52.45 ® RIM:53.54 �co� I I �� FG 52.45 TC: 52.36 TC: 52.36 � I I i FG: 53.50 \ 60 C TC: 52.36 FG: 52.45 I �_`� I I \ TA/GB: 51.56 FG: 52.45 TC: 52.36 TC: 52.45 FG: 52.45 \ I �' I FG: U, 51.68 51.66 51.35 FG: 52.45 I \\ 51.38 G 1 FG: 52.45 FG: 52.45 \ i Cl) FG: MORGAN HOLDINGS & \ m TC: 52.45 FG: 52.45 �� STONE HILL 51.82 cD 51.82 \ TC: 52.45 I I 1- 54.25 TC: 54.3� I \\ 1 I 51.78 RIM: 51.54 51.78 \ TC: 52.45 o J TA/GB: 53.10 L - - I TC: 52.18 "' TC: 52.36 o I 51.54 51.70 TC: 52.19 TC:52.18 TC:52.18 TC: 52.31 TC: 52.46 52.96 53.85 53.96 2654 % SD 38 Glen Gary Dr., Ste. 200 I I .91.70 51.54 FG: 52.45 TC: 52.33 TC:52.33 52.38 1.8% 53.35 7 0% TC: 53.78 S Aspen, CO 81611 TC: 52.33 FG:52.45 FG: 52.45 52.52 TC: 53.82 ti RIM:5' 62 ° TC: 52.33 OR TC: 52.60 TC: 54.35 FG: 52.45 PG: 52.45' 53.17 54.00 7301 Peak Dr., Ste. 200 � � � °M� TC: 52.18 II FG: 52.45 TC: 52.45 FG: 52.45 RIM: 53.02 54.29 FG: ! Las Vegas, NV 89128 �h FG- 52.45 TC: 52.45 FG: 52.45 TC:51.52 I I B U I Lk�l N G FG:52.45 0 0 0 g 1°I° `� I I I I TC: 52.45 2.5% I 51.52 51.43 3% � I TC: 52.45 Q> 0 0 0 0aa ° o I rn FG: 52.45 FG: 52.45 S FG: S 51.06 1 o I I I T TC: 52.31 3 FG: 52.45 FG. 52.45 TC: I I SD o � _ = TC: 54.6z - I I I 51.23 FG: 52.45 I z z o o I M M TC: I �I °�° FG: 52.45 I 1.8% TC: 5 I /LJ I i31, m FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 i -SD I 1 I � FG: 52.45 TC: 54.64 TA/GB: 52.91 53.01 I CD 51.06 I �, o I FG: 52.45 I � TC: 52.53 ° m TC: 50.64 52.36 52.84 53.GB 53.17 TC:53.10 -a TC: 52.38 2 3/ 3�GB:10 53.05 L- - - J BUILDING K 53.15 52.74 TC: 2653 TC: 52.77 FG: 52.45 FG: 52.45 52.86 GB GB 53.91 I TC: 52.64 5.1% � 5.9% FG: 54.8( 50.89 /' TC: 52.55 TC:53.01 TC: 52.41 53.29 54.20 n� I � r---___ 52.62 52.64 TC: 52.95 53.77 � 51.25 / 52.27 52.53 53.00 TC:52.72 \ TC: 52.28 FG: 52.45 i 53.25 53.76 I 51.34 / l f - - - - , FG: 52.45 TC: 52.45 TC: 52.45 TC: 51.34 \ I p ; 0 52.86 I I FG: 52.45 0 53.11 53.90 I �6`sj /l � I I I � TC: 52.45 52.82 54.19 I I I o I CD FG: 52.45 TC: 52.45 TC: 52.36 S FG: 52.45 FG: 52.45 TC: 52.45 TC: 52.36 F 2.4 2 \ I I I TC: 52.36 5 5 ti• � FG: 52.45 a6, FG: 52.45 ) TC: 52.36 o s� TC: 52.36 FG: 52.45 � � I �,� I . ° I I ® N o �� TC: 52.45 TC: 52.45 FG:52.45 FG:54.80 NOT FOR CONSTRUCTION T C"i RIM: 52.26 c � RIM: 52.53 S o RIM: 54.55 I 0 N RIM: 52.57 REV DESCRIPTION DATE y 1 I CD U FF: 2652.45 I �6 RIM: 51.32 s FG: 52.45 FG: V r' I j 51.14 TC: 52.45 TC: 52.45 2 �� os m \ 51 11 FG: 52.45 TC: 52.45 TC: 51.76 TC: 52.45 FG: 52.45 FG: 52.45 52.24 52.53 TA/GB:52.43 53.17 53.34 TC:51.15 o FG: 52.45 TC: 51.81 FG: 52.45 o TC:52.44 TC: 53.27 1 RIM: 51.22 51.45 _ TIC ?3 TC: 52.15 °o O° TC: 52.30 TC: 52.20 TC: 53.07 I I \ r TC: 52.30 52.30 52.30 TC:52.30 r TC: 52.29 52.54 53.21 TC:53.36 I 1 TA/GB: 51.24 ° SD SD 8.6% 9.0% 4.5% 5.5% o 50.76 1 TC51.04 TC: 52.30 52.09 52.18 SD SO SD SD TC:52.34 / TC: 53.03 TC: 50.95 TC: 51.03 52.22 TC:53.20 52.22 170 4TC: 52.20 53.17 53.31 I I TC:50.76 51.15 51.68 51.73 52.22 52.45 TC: 50.84 o TC: 52.22 \ TC:53.2E o / TC: 51.92 \ 'r / 50.75 0 50.92 `� 51.91 TC: 51.83 q, r90 l r, l 0-1`3: \ TC: 52.95 l TC: 52.91 1co 51.91 1cfl 1ti �` o\ 50.83 o G, 51.91 51.97 �6S 52.97 53.00 a 7 51.77 c 51.87 / 52.93 50.72 I \ N Cig 50.31 \ M �`��° TA/GB: 51.49 52.44 r, TA/GB: 50.91 '�'- TA/GB: 51.10 TA/GB:50.03 ---_F RIM: 51.63 TC:50.14 I GB GB GB GB G GB GB RIM: 50.77 GB GB GB B 5138 G \ RIM:5B.57 GB TC: 50.12 I I RIM: 50.75 ° 50.21 4,�°- SD SD SD �°�,°-SD N SD SD !��SD SD 26 �\° RIM: 51.14 dry c 2019 Newman Garrison Partners Inc, All rights reserved, O 49.95 1 50.15 ti � 51.00 '� ti O s O 50.26 51.03 - ----_ RIM: 51.10 The concepts and drawings are protected under US and O SO SD I I ,0 50.08 � \ International Copyright and intellectual property laws o and cannot be used In any Manner without express written � TC:50.10 I o 26S 51.34 \ 51.41 , consent, 50.18 I I 6 50.94 50.96 TC:50.11 I I TC:50.21 51.30 I I I TC: 50.15 1.0% 0.6% SEASONS AT MERIDIAN 50.37 - - - -/ -- - - 51.61 - - - 2700 E. Overland Rd. - - /- - - - - - - - - - - - - - - - - - - - - - - I 50.64 50.65 51.35 49.77 TC: 51.33 TC:51.35 TC:51.66 TC:51.70 Meridian, ID 83642 W TC: 50.76 TC: 50.62 - - - --- - _ - 55p0.25 C: 50.71 - 50.56 - R/V1r _ / R/W TC: - - R/W - - - - - - - - - - - - - - �mn- - - R/ - - R/W - - - - - - mrnr- � T - - TC: 50.73 50.22 6.6% R EG -- EG - 50.29 SD SD EG - - - - -- - EG SD SO SD SD O O TC 0 = - - =E -- - 6.9°/° TC: 50.95 ----E� - - - - - - - _ G a EC -' TC: 50.80 50.78 - - - - - a a _ TC_53.13 i N - - TC: 52.28 TC: 51.01 50.27 � � TC: 51.17 `- - - - - - - � - - - - � - - - �' TC: 52.79 TC: 52.83 _ �-- TC: 51.31 TC: 51.04 50.84 cr; _ - - - r_ __ TC: 51.26 50.78 TC: 50.89 - - � - - - - a a N 5 1.94 51.42 - - - f 50.48 rn - - - - - - - - - - - - - __ - - - - - 50.53 ❑ ❑ - - - - - - - - - - - 50.61 `'' 50.92 ----------------- - - - - - - GradingPlan51.14 51.16 --- -- ---- ---- 52.23 - 50.66 Area 1 -- ---- ----- ---- --- _-- ---- APPROVED FOR WV / IDAHO 0 -- , CONSTRUCTION _ NEWMAN GARRISON + PARTNERS, INC - - These plans and/or specifications have been reviewed for N compliance with Meridian City Standards and O ' Specifications. This review does not relieve the owner, N - - - - - - - - - - - - - - - engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) EAST OVERLAND ROAD and/or construct those facilities in compliance with all � current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 0 retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards W \ Gradin PlanmArea 1 0 20' 40' and Specifications before said revision is constructed. C4 . 01 �gName Date ~ :�E Horizontal Scale: 1" = 20' COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN P STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) A RCH ITECTURE • P LANNING • 1 NTERIORS SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE CITY 3100 BRISTOL STREET, SUITE 400 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD COSTA ME S A ,CA 9 2 6 2 6 APPLIES. I�: b2.13 53.10 TG:53.29 J 53•uT I TO: 52.25 52.64 TO: 52.99 TC:53.26 TC: 53.49 TC: 53.71 TC:53.27 T 9 4 9.7 5 6.0 818 F 9 4 9.7 5 6.01 4 5 TC: 53.23 0 53.78 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 52.13 4.2%> 52.35 `� 7.0% TO: 52.84 53.04 '� TC:53.18 TO:53.49 2.0% 03.35 7.0% TC:53.53 1 C:54.28 x W W W . N G G PA R T N E R S C o M 52.43 '� 1 U: 53.53 TC: 52.33 53.06 TC: 52.90 TO: 52.99 53.11 53.19 ° 53.20 TO:53.18 53.76 53.49 TC:53.56 IIII I I 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS 1.79 TC: 52.23 S o 52.71 0.5% 53.54 0.5/° I _ FOLLOWS: TO: 52.14 �? �� 52.74 53.42 TO:53,49 I TC: 54.31 - EG = EXISTING GRADE �o TC:53.17 3.12 o TC:53.49 m 4% 53.53 <n M. 53.92 S 53.71 53 7g D S a III FF = FINISH FLOOR ' �' TC: 52.49 ` o 53.19 �� 53.33 �, 53.85 53.43 + I I FG = FINISH GRADE 53.17 �° 53.62 I HP = HIGH POINT 53.09 53.33 53.47 N� ® �'� 53.59 .00 m ® I MX-MATCH EXISTING 52.93 s° SD ,u SD SO I� 53.65 I RIM = RIM OF STRUCTURE 53 RIM:53.22 T 26 RIM:53.17 RIM: 53.20 RIM: 53.24 RIM: 53.70 I TA = TOP OF ASPHALT GB RIM: 52.81 GB GB B GB GB GB __ GB B GB TO = TOP OF CONCRETE TA/GB: 52.89 TA/GB: 53.33 I o TA/GB:53.68 N MAT INE-AREA 4 N TA/GB:53.33 �° TA/GB:53.79 53 71 TG = TOP OF GRAVEL I `� i '� TW = TOP OF WALL 53.02 53.56 r 53.46 52.94 'V 53.23 53.43 MATCH LINE-AREA 2 9� 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. 53.58 53 44 ° 53.54 �°�° �o � 53 78 v I HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO TOLERANCES f o TC: 52.66 TO: 53.02 N 53.32 53.71 53.85 53.78 1 ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE 2653 2653 TC: 53.46 TC:53.43 I IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING TC:53.10 TC: 52.41 0 5% 53.49 53.49 0.5% TC'53.32 53.54 I 11 I 1 SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. TO: 52.48 TC: 52.85 TC:52.66 TC: 52.72 53.14 53.14 TC:53.09 53.39 �► TO: 52.54 6.0% 52.48 52.75 6.2% TC:52.78 SD TO: 53.35 D SD SD TO:53.12 TO:53.29 4.5% 53.35 TA/GB: 53.25 1 1 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION �1 %►� THE 52.78 53.48 53.02 r � TO: 52.49 TC:52.58 TC:52.67 TC:53.22 TC: 53.35 TC: 53.57 TC: 53.57 TC: 53.42 r TC:53.40 TC: 53.21 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN LAN D 52.39 52.63 1 T TO. 53.12 53.33 RIM: 53.10 53.33 I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . 52.12 52.50 TC: 53.50 FG: 53.50 FG: 53.50 TC: 53.50 53.11 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE GROUP GB FG: 53.50 TC: 53.50 TO: 53.50 FG: 53.50 FG: 53.50 RIM:53.15 i I PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 51.97 TA/GB: 51.85 52.79 G � 22°I° I EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO TLGPN: 120124 J �2g BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 20°\ ?�- FF: 2653.50 �J ti I I �6u, III ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE o RIM: 53.40 „ � I III UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM �„ / / TC: 53.25 1 OF 48-HOURS PRIOR TO DIGGING. F I II II m II o I III TC: 53.35 fCR � o o RIM: TO: 53.50 TC: 53.50 FG:53.50 � I IIIII ® ® - �F �� 1 TC: 53.41 I - ��% FG: 53.50 I I TC:53.41 o I m I l FG: 53.50 FG: 53.50 FG: 53.50 I TC:53.41 FG:53.50 "' `D I TC: 53.50 I �I 2� IIIII m FG: 53.50 TC:53.41 2. ° I IIII MORGAN HOLDINGS & 3q� I FG: 53.50 2/ `10 FG: 53.50 BUILDING G P I I STONE HILL 54.25 TC: 54.33 TC: 53.50 TC: 53.50 53.79 TA/GB: 54.00 m 53.79 III I I TA/GB: 53.10 L - - - J TC: 53.47 � 54.10 Gm GB 54.10 I I I 52.96 Gg 53.85 53.96 2654 TC: 53.81 TC53.72 TC: 53.21 52.38 ° SD BSO TC: 53.30 53.75 54.24 ® 54.24 I 38 Glen Gary Dr., Ste. 200 1.8/° 53.35 7.0% TO: FG: 53.50 1 j 111 52.52 TC:53.82 TC: _1 1 FG: 53.50 53.82 ao 54.20 �2\1 ��0 54.20 I Aspen, CO 81611 54.00 TC: 54.35 54.80 TC:53.57 TC:53.33 TO:53.40 ,� 53.71 54.06 54.06 53.17 54.29 I FG: 54.80 TO: 53.65 TC: 53.50 I 53.32 53.75 I 7301 Peak Dr., Ste. 200 RIM: 53.02 FG: 54.80 FG: 54.80 _ r FG: 54.80 FG:54.80 FG: 53.50 TC: 53.30 53 22 ti� M I 1 I Las Vegas, NV 89128 31�° `� 53.63 53.45 o I FG: 53.50 Cn FG: 54.80CD I I cs FG: 53.50 0 I TO: 53.00 o c i z s TO: 54.64 �� ? o I o 6S G z z �L IF I M m I Cl? TC:52.87 T CD I a m -SD S 1.8% TC: 54.80 FG: 54.80 "' o I III I I i N Cn BUIL ING TC: 53.50 o I I I I I TC: 54.64 JnJ TO:54.43 TC: 54.28 FG: 53.50 TO: 53.50 FG: 53.50CD II 2.3% l° - I FG: 53.50 I I FG: 53.50 I RIM:52.86 53.15 „�GB: 53.05 o TC: 54.32 `" _ � _ o RIM:52.80 SZONAL I 52.86 53.91 TO: 54.47 TC: 54.36 FG53.50 T FG: GB GB FG:54.80 �� FG: 54.80 TC: 54.42 TC: 52.96 53.03 TA/GB: 52.93 52.72 I 1 I 1 �� G\STEREO T 53.29 52.72 53.03 54.20 TC: 54.28 TO:53.31 TO:53.31 I I zL' �o I 53.25 53.76 53.77 FG: 54.80 Sly SD �- TC: �2.8:�lTC: 53.05 5.4 53.14 5 0% TC: 53.06 TC: 52.46 I 10/14/2021 53.90 TO: / TC: 53.10 m TO:53.14 TC: `r/0 53.11 TO: 54.73 L�� I I 9T P I 52.82 54.19 FG: 54.80 / I CD I f OF I ��° °° TC:54.80 FG: 54.80 FG: 54.80 I 53.00 653 53.21 53.17 52.86 1 J9` ESW.�v` \ S 2� ti� TO: 54.80 / FG: 54.80 FG: 54.80 53.23 2 w FG: 54.80 FG: 54.80 �s m �1 I � � 11III ❑ / �� FG: 54.80 I TO: 53.41 I III I FG: 54.80 I J 1 I I I II TC: 54.80 TC:54.80 m �I ' NOT FOR CONSTRUCTION _61FG: 54.80 - �,6`� cs ®I I l m TC: 53.60 0 o RIM: 54.55 Eli RIM: 54.14 M \ RIM:52.57 I IIII I REV DESCRIPTION DATE FG. 54.80 IFF2654.80 o � I � I I1 1 I s \ FG: 54.80 I 4 TC: 54.80 FG: 54.80 FG:54.81 �o M 52.53 TA/GB: 52.43 53.17 53.34 FG: 54.80 FG: 54.80 7TC: 54.80 II TC: 52.44 B FG: 54.80 FG: 54.80 TO: 54.80 55.17 TC: 55.33 I I TC:52.20 TC: 53.27 TC:54.64 55.23 TA/GB: 55.44 � 1 52.54 53.21 TO: TO: 53.36 -- - - - I TC:54.67 J FG: 55.10 4.5% 5.5% ° ° 55.54 �`ss TC: 55.00 TC: 52.34 � 0 TC: 53.03 >< SD SD S SD SD D TO: 54.72 54.81 5.1/° 6.8/° 55.09 T :55.15 TC: 55.41 � ,I 54.99 i 55 TC:52.20 53.17 TC: 53.20 53.31 54.56 54.72 TC:55.34 6.1/° 55.50 1 52.45 54.19 54.19 �� 55.07 55.26 55.34 I TO: 51.92 TC: 53.28 TC: 55.9A TO:55.05 55.43 1 IIII I III Cn TO: 52.95 + TC: 52.91 26SA _ III c --- I 1 53.88 I 53.88 TC: 54.98 TC:54.98 1 51.97 .26s� 52.97 53.00 53.81 52.44 0\ 52.93 /off° 53.81 � 4D Q � 55.00 55.07 N M / / IIII TO 54.31 h TA/GB: 51.49 / RIM: 51.63 Cb (TA/GB: 54.56 III C/, C\, 54.88 TA/GB: / B G GB GB - GB - GB - GB - GB - GB - GB -. g IM:RIM52. .85 GB GB GB GB GB GB 51.38 \ RIM: 51.57 RIM: 52.88 / 54.53 II TC: 54.21 RIM: 51.14 Cv So SD C�oD SD SD \°3D SD SD • ��,\° ti' 54 22 cs 2 1% 54.36 54.18 I I © 2019 Newman Garrison Partners Inc. All rights reserved. RIM: 51.10 \ 53.15 53.19 �. 54•27 1 � l J, The concepts and drawings are protected under US and I I I F International Copyright and Intellectual property laws 51.41 , o 10°�° I and cannot be used In any Manner without express written 51.34 l 53.08 53.12 54.12 C I � 11 1 I consent. 51.30 �6S3 TO: 54.20 TO: 54.20 m li u 51.53 1.2% 52.77 52.81 1.2% 53.86 54.58 54.42 _ -- SEASONS AT MERIDIAN 51.35 - - - --- - - - - - -- - - - - - - - - - - � - - - � - � 54.65 2700 E. Overland Rd. TC: 51.33 TC: 51.35 TC: 51.66 TC: 51.70 I 54.70 I TC:54.09 Meridian, ID 83642 54.84 � �N: - - - - - - - - - - - - - - - - - /- - - - - - - - - - - -- - - - - - - --- - - - - - - J 1 � � - - - _ - - _ - - - - - _ _ - - - /- - - - - - - - onn� o old - - R - - - - R/W R/W- - - R \ R - - �' - - - - - - - 54.93 _ I Plans Are Accepted For Public Street EG - M �/ - - - - - - - - - - - - - - - - - - - - - G/TO:54.84 - - - - - -EG- -Ef�= Construction - G a EG EGA EG - - EG EG EG EG EG EG I I \ TC:54.88 _ - - - - _ _ TC: 52.79 TC: 52.83 - TC:53.13 a N - - - - - - - - - 0- -_ _- - _ - -��_�___- -- TC:54.58 54.58 -__ _ - - - _ By stamping and signing the improvement plans,the Registered Engineer ensures the - - - - - I 4.3% District that the plans conform to all District policies and standards. Variances or 1 ° 1 TO: 54.54 ° 3.4°/ 59 54.80 \ 1 U:54.76 waivers must be specifically and previously approved by the District in writing. 1 ° 1 / ° ti Acceptance of the improvement plans by the District does not relieve the Registered 5 1 TO: 53.17 , 1 1 1 - ==J- - - - - - I-====_ - o 1 ° ° °° °° _ - Engineer of these responsibilities. - - - - - - - - - - - 54.10 - 54.73 54.39 - - - ------- ----- 54.80 54.49 I BY: DATE: TC: 54.51 �, I ADA COUNTY HIGHWAY DISTRICT Grading Plan - o -------- Area 2 "" V APPROVED FOR � � IoAr,o CONSTRUCTION D D NEWMAN GARRISON + PARTNERS, INC These plans and/or specifications have been reviewed for N D compliance with Meridian City Standards and O LAND Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all 0 current regulations, ordinances, delicable federal, velopment opmen local t agreements, N specifications, orders or approvals, all of which the City 20213 o retains the right to enforce. inconsistencies not noted by U) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Gradin Plan Area 2 0 20' 40' and Specifications before said revision is constructed. C4 . 02 gName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ Q_ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. ^ 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN 1�.J STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) A RCH ITECTURE • P LANNING • I NTERIORS SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE CITY 3100 B R I S T o L STREET, SUITE 400 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD COSTA ME S A ,CA 9 2 6 2 6 APPLIES. T 949.756.0818 F 949.756.0145 3. EXISTING AND PROPOSED CONTOURS ARE AT A l-FT INTERVAL. W W W N G G P A R T N E R S C 0 M 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 1 F T H E 2.6% ?_ Q° 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN LAN D TC: 51.81 �, 52.04 FG: 52.50 TC: 52.35 FG: 52.50 TC: 51.79 ti 52.12 TA/GB: 52.31 52.93 0C.D 1] 5� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO 51.73 m TC: 52.44 TC: 52.34 _ _ I 52.40 GB 53.45 I CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE • TC: 52.44 FG: 52.50 FG: 52.50 0 52.50 53.17 0 PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF - GROUP 52.18 0 o FG:52.50 52.24 52.15 53.25 �? FG: 52.50 ti o ti TC: 52.99 m TLG PN: 120124 52.22 52.12 51.83 TC:51.91 TC: 52.23 TC: 52.22 T TC:52.17 TC: 52.16 TC: 52.08 52 51 53.03 EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO SD T SD SD SD 3 0% BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CD 51.77 S D TC: 51.84 TC: 52.20 TC: 52.08 TC: 52.27 TC: 53.00 T( OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE __ TC: 52.29 S 52.47 53.06 TC: ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE 52 08 TC:52.22 51.88 0.7% 52.42 52.35 0.7% 51.82 TC: 52.00 53.07 c� UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM ° TC: 52.28 TC: 52.26 TC: 52.26 53.5 OF 48-HOURS PRIOR TO DIGGING. C.DT 52.19 ° 53.21 T - 52.13 m `g f 52.73 52.66 " 1 51.27 / 52.40 RIW: 51.97 � 52.34 I o m GB 52.09 2.8% ® GCS 52.35 °° RIM:51.99 ° 52.83 52.80 cv 52.27 52.30 C.D \ '�^ SD`��SD SD SD RIM:51.90 53.60 TC: TA/GB: 52.57 / 52.38 ti� MATCH LINE-AREA 5 D SD�� SW �W�W�W � RIM: 51.93 �= TA/GB:52.43 111 TA/GB:52.09 TA/GB: 52.63 TA/GB: 52.03 MATCH LINE-AREA 3 m 52.83 �, ° TC/GB: 52.43 TC: C.D52.41 �° 52.34 �� 52.80 o f 52.34 RIM: 52.36 TC: 3.6% ,t�0 52.19 MORGAN HOLDINGS & 52.50 - 52.31 52.28 �`�\° ti / 52.97 TC: N [- 52.03 STONE HILL TC: 52.26 0 52.66 52.13 o TC: 51.15 \ 52.95 52.14 � TC: 52.22 52.73 � 5211 51.96 ® TC: 52.21 \ m 52.99 38 Glen Gar Dr., Ste. 200 y I I 51.94 51.88 0.7% 52.42 52.35 0.7% 51.82 TC: 51.70 52.15 52.84\° 52.77 \ I Aspen, CO 81611 51.71 51.45 52.33 TC:51.92 - -- ---- - - -,A-- TC: �`� ° TC 2. 52.25 SD SD SO, SD TC:51.77 TC:52.02 4.0% 32 TC: 52.72 7.0% TC: 52.67 1 o TC'C.DTC: 52.01 TC:51.92 o TC: 51.85 51.79 52.71 � 7301 Peak Dr., Ste. 200 52.12 52.83 R I TC: 51.85 T TC: 51.76 Gg I 52.21 FG: 52.40 FG: 52.40 �� FG: 52.40 52.08 TA/GB: 51.98 53.13 0 5, Las Vegas, NV 89128 m FG: 52.40 TC: 52.40 � FG: 52.40 51.90 � � 53.06 �' �i TC M I 51.76 TC: 52.40 2.1% m 52.07 FG: 52.39 TC: 51.50 51.41 210 R TC: 51.52 r- c� FF: 2652.40 51.43 52.62 TC M 51.97 51.81 52.65 53 FG: 52.40 53 �ILO RIM: 51.79 F 3: 52.40 -��ouI LU ® o FG: 52.40 TC: 52.40 TC: 52.40 m FG: 52.40 FG: CD ® I RIM: 52.31 f mo c� TC . 2 51 FG:52.40 2.40 Z I m 50 9 51.47 FG: 52.40 TC:53.48 51.28 50.92 FG: 52.40 FG: 52.40 TC: 52.40 I C.D W 19 m TC: 51.0 FG: 52.40 FG: 52.40 52.40 FG: 52.40 FG: 52.40 TC: 51.0 TC: 52.40 I BU B FG: 52.40 FG: 52.40 TC:53.. 3.2% -- -� - \- - -- G: 52.40 TC: 52.40 2�% 2, o TC: 50.72 51.59 TC52.36 51.76 � ---� 0 51.37 - 1- __, 2� TC:53.53 3.0% m 51.28 � - - J - TC: 51.81 TC: 52.17 52.19 52.47 53.52 53.50 co TC: 51.37 TC: 52.17 TC: 5 52.60 CD 51.68 ° 51.76 o TC: 51.53 TC:51.87 FG: TC: ° 53.08 ° TC: 53.06 3.0/o 3.0/o TC: 51.46 TC: 51.64 SD SD 3.0/° 52.59 7.5/o : 50.68 51.68 51.81 TC:51.58 G: 52.40 TC52.38 53.10 TC: 53.08 52.46 51.68 TC: 51.57 0 TC: 51.76 TC:52.08 TC: 52.29 51.81 T 1.7 TC: 52.24 50.55 C 5 6 � T 53.51° A/GB: 52.36 51.37 TA/GB: 51.58 51.37 FG 52.00 o t r FG:52.00 52.03 53.22 RIM: 51.46 TC: 52.06 RIM: 51.47 cm 210�° r FG. 52.00 , FG: 52.40 TC: 52.22 �- !- TC: 53 2.3% 1.6% I `a FG: 52.00 TC: 52.00 FG: 52.00 TC: 52.40 NOT FOR CONSTRUCTION 1.9% W I o FG: 52.00 TC: 52.00 0 N I m I SD TC:52.40 TC:; REV DESCRIPTION DATE I TC: 52.25 Lq 0 TC: x x o _61 `�' FG: 52.40 m m o I I o o G TC: FG: 52.40ca -Ph m m oJ� a a o FG: 52.00 o FG: 52.40 m I v° FG: 52.40 0 FG: 52.40 m ' � FG: 52.00 �- �- M o ��BUIL G 4 ° ° 1% - 52.67 2.1% 2.2% 53.44 TC 2. - TC: 52.30 O !II � SD 52.38 53.73 2,y% FG: 52.40 TC:52.24 52.06 52.06 TC: 51.68 TC. 51.67 TC:52.43 CA51.76 I I 51.75 52.81 53.30 RIM: FG- 52.00 FG: 52.00 TC: 51.78 52.82 53.44 53.30 I 52.21 % I 52.21 ® �� TC: 51.72 o TC: 51.86 TC: 52.48 52.39 G GB 53.73 m 52.27 5-,.27 TC: 51.73 FG: 52.00 52.68 TA/GB:52.58 +77 GB 52.13 TC: 52.00 TC: 51.89 r - - - - 5182 m o TC: 52.00 TC: 52.00 FG: 52.00 FG: 52.00 I RIM:52.48 52.13 I TA/GB: 52.03 51.82 TC: 51.89 TC: 51.89 FG: 52.00 22°I° 0 TC: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 I 2�°I° 2601° I I � o, FG:52.00 � o I `� FG: 52.00 0 1 � cQ 2019 Newman Garrison Partners Inc, All rights reserved, cn TC: 51.89 TC: 51.89 o The concepts and drawings are protected under US and C7 I FG: 52.00 ® International Copyright and intellectual property laws rn FG: 52.00 TC: 52.00 TC:52.00 RIM: 52.12 J ® and consent, be used In any manner without express written I I 1 0 o I � � r r r -I- - - - - - - - - - - � m FG: 52.00 .08 RIM: 52 i � m FF: 2652.00 � � o C3 SEASONS AT MERIDIAN CnI Co TC: 51.37 `� ��% 2700 E. Overland Rd. �I° m o°�° 2 I° F Meridian, ID 83642 R/W R/ `Z CD TC: 52.00 TC: FG: 52.00 51.86 TC: 52.76 \ RIM: 51.16 FG:52.00 FG:52.00 __- T 51.34 TC: FG: 52.00 52.16 TA/GB: 52.46 C 51.23 \ TC: 52.00 52.05 GB GB TC: 53.19 TC: m TC: 51.28 RIM: 51.09 TA/GB: 51.24 o FG: 52.00 FG: TC: 51.88 TC:51.88 TC: 51.09 51.37 51.24 51.03 TC: 51.12 TC: 51.60 TC: 51.90 ' 0 52.16 TC: 52.13 TC: 52.25 52.64 53.10 TC:52.99 0.93 51.09 CD TC: 51.18 \ 51.27 TC: 51.12 TC: 51.03 51.23 SD TC: 51.68 SD TC: 51.53 TC:51.56 SD SD TC: 51.96 6.0%_7�4% 4.2%> 52.35 7 0% 50.59 TC:51.47 51.37 52.13 TC: 52.84 3.8% 53.06 TC: 52.90 3.6% ° TC: 51.12 50.51 0 �► 2.7/o TC: 51.14 5� 0.4% 51.47 1.0% 52.09 TC:52.33s TC: TC: 50.87 51.12 TC: 51.36 51.39 m 51.36 26 HP:2651.59 51.44 5179 51.79 TC: 52. 4 � TI 51.29 (TC: ° 50.80 L 51.10 TC:51.49 0 0 0°� �` TC: 53.17 8 8_1 �- TC: 52.41 rn u' 50.69 51.50 TC: 51.14 o TC: 51.31 51.95 -- 51.98 `.. �' TC: 52.49 \s0 53.19 50.17 51.46 `'oo\ 51.41 51.52 53.17 53.33® m ,� ) 51.44 51.49 0� ® 52.22 0 652 r 52.72 50.10 TA/GB:51.39 C� ,1. ,/ a' RIM:51.29 52.19 �, 2 CO C.D m 53.09 50.42 ®® / 51.47 - SD SD -�' / TA/GB: 52.89 52.93 0 52- RIM:; Grading Plan TA/GB: 51.16 RIM:51.24 TA/GB: 51.34 RIM: 51.93 RIM: 51.93 B � GB GB G B GB �o�°- GB GB GB GB G� B GB GB GB 1 GB RIM: 52.81 GB MATCH LINE -AREA 3 `ti T GB: 52.03 ° TA/GB: 52.89 Area 3 SAN LQ 51.38 , `y' A/ /ti � TA/GE k\j M �, m � N51.36 51.41 i� /� 53.13 53.02 o APPROVED FOR 51.22 2 51.27 52.26 52.32 < IDAHO 6Sr MATCH LINE-AREA 1 52.94 51.32 51.20 51.14 52.99 53.23 C, CONSTRUCTION NEWMAN GARRISON + PARTNERS, INC 50.99 O° 51.44 52.13 26 o These plans and/or specifications have been reviewed for N 6'° 52.25 S2 °\° o TC: 0� 5V /lo\o m �o N TC: 52.78 c�, TC:52.66 N compliance with Meridian City Standards and O 6y 51.05 �0 TC: 51.1 TC: 51.09 26 Specifications. This review does not relieve the owner, N 50.14 49.77 Sr SD SD TC: 52.49 TC: engineer, or contractor of the responsibility to design 6' TC: 1.0% 1 0% TC: 52.41 and/or construct those facilities in compliance with all 10-14-2021 (PERMIT SET) 49 82 51.40 0 50.92 50.95 51.15 51.84 51.96 52.33 TC: 52.48 TC: 52.85 TC:52.66 TC: current applicable federal, state and local laws, rules, Uj N TC:50.99 7•0% 50.83 4.0% 52.75 regulations, ordinances, development agreements, RIM: 50.49 TC:50.78 6.0% 52.48 6.2% s ecifications, orders or a royals, all of which the Cit TC: 50.84 D SD D SD TC:52.39 TC: 52.44 TC: TC: 52.36 TC: 52.54 TC:52.78 p pp Y 20213 50.32 % TC:51.01 TC: 50.90 � � 52 78 retains the right to enforce. inconsistencies not noted by O� TC: o City staff shall not be construed as approved unless O 51.17 TC:52.31 0 52.62 52 - TC: TC: 52.58 TC specifically addressed in writing b the City. An 50.38 i �n Fq �� tin an Tr �r ti� r FG:52.45 �, p Y 9 Y Y• Y proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ \ GradingPlan Area 3 0 20' 40' and Specifications before said revision is constructed. �� ■ O � �Name Date ~ Horizontal Scale: 1" = 20' COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W IL Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN P STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) A RCH ITECTURE • P LANNING • 1 NTERIORS SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE CITY 3100 BRISTOL STREET, SUITE 400 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD COSTA ME S A ,CA 9 2 6 2 6 APPLIES. T 949.756.0818 F 949.756.0145 3. EXISTING AND PROPOSED CONTOURS ARE AT A l-FT INTERVAL. W W W . N G G PA R T N E R S . C o M 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 1 i//� T H E o LAN D "' 52.12 TA/GB: 52.31 52.93 Lq 53.58 I I I I 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN . 52.40 53.45 I TC: 53.02 I o I \ I / / I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . GB I / b CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE GROUP 52.15 52.50 .93.17 53.25 u) TC: 53.03 TC: 52.99 m FG:53.75 I PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF TC: 52.08 52 51 53.03 53.41 I I EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO TLG PN: 120124 TC:52.27 3.0% 53.04 7 0% [ �� BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE TC:53.00 TC: SD � I TC:52.29 �, J o� I OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 52.47 53.06 TC: 53.40 FG: 53.75 C -1 "' TC:52.00 53.07 Cn �� ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE FG: 53.75 FG: 53.75 0 �� I o I I UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM TC'52.26 - 53.50 G: 53.75 FG: 53.50 � � TC: 53.16 OF 48-HOURS PRIOR TO DIGGING. 53.21 I I I TC: 53.28 FG: 53.75 52.30 52.34 y9� 3� TC: 53.76 TC:53.66 ° �'° T TC: 53.62 I -1% iIM: 51.90 53.60 C 53 66 TC: 53.66 iIM: 51.93 MATCH LINE-AREA 6 2'r% TA/GB: 52.43 TA/GB: 54.04 A/GB: 52.03 TC/GB:52.43 TC:53.57 D SD S FG: 53.50 MATCH � 54.13 53.83 TC: 53.39 CH LINE-AREA 4 FG: 53.50 54.13 G 52.34 � o \ �/ TC: 53.41 53.83 54.28 � 54.28 RIM: TC: 53.47 52.31 / \0 ��° / 52 97 TC: 53.31 FG: 53.50 TC: 53.50 TC: 53.50 / �� I 53.81 \ M O RGAN HOLDINGS & TC: 53.50 53 81 54.26 m 54.26 ��I \ STONE HILL 0 52.28 `1'' �52.95 � r - - - - � FG: 53.50 - BUILDING F I �� 2,r/ I GI R I� \ TC:52.15 I FG: 53.50 TC: 53.50 TC: 53.40 I 54.11 54.11 I I \m I FG. 53.50 52.99 � TC: 53.50 TC:53.40 52.84 I FG: 53.50 FG: 53.50 I I I TC: 51.70 52.15 °�° 52.77 FG: 53.50 L TC: 53.50 TC:53.40 � � � FG: 53.50 ` ` � \ \ I I \� 38 Glen Gary Dr., Ste. 20 0 ° 2I° ,�`J ° I TC: 53.14 \ J- � ci R I I \ Aspen, CO 81611 TC: 52.02 4.0/° 3 C: 52.72 7.0/° TC: 52.67 TC: 53.08 TC. 53.40 a TC:52.01 I FG: 53.50 � / I I�I \ 51.79 52.12 52.83 52.71 L ` \ \� 7301 Peak Dr., Ste. 200 76 - RIM: 53.32 � TC: 53.50 TC: 53.50 � FG: 53.50 I I � � I I 5� ® 52.08 TA/GB: 51.98 53.13 53.24 �^ ��n I I ® o I /� I III I Las Vegas, NV 89128 53.06 o, TC:52.71 FG: 53.50 + o a I o I TC:53.18I1 ,I I 51.41 2.r ° KIM:53.33 I I / II I I 51.43 52.62 _� TC: 52.74 FF. 2653.50 I I III 51.81 52.65 53.31 I TC: 53.04 hl,l 53.13 � i / / o I cs FG:53.50 / / L LU I FG'. 53.50 FG: 53.50 FG: 53.50 ?.8� I I II III I TC: 53.50 FG: 53.50 FG:53.50 TC: 53.50 RIM:53.52 O00 �° I III II III FG:53.50 TC:53.50 1 - TC: 53.50 FG:: 53.50 RIM:53.51 2• III f o ti- SD SD SD SD SD SD 53.73 TA/GB:53.63 53.20 I I I I 53.42 53.51 TC: 53.00 II I TC:53.44 TC:53.22 TC: 53.24 TD�q� 53.55 TC: 53.26 TC: 53.51 40 TC: 53.48 TC: 53.42 TC: 53.37 TC: 53.62 TC:53.60 TC:53.68 3 8% 53.82 53.60 4.2% TC: 53.45 III CD m TC:53.75 i 53.90 m TC: 53.47 TC:53.47 TC: 53.31 TC: 53.35 o TC:53.33 TC:53.51 3.7% 53.24 TC:53.03 2� 2� TC: 53.48 TC: 53.33 TC: 53.80 53.54 • _ �( X _ _ X _ _ TC: 53.53 TC: 53.41RIM:53.73 y�� 53.55 5219 52.47 53.52 53.50 FFF' 2653.80 TC: 53.80 m I III 52.60 � ----- TC:53.50 TC: 53.43 TC:o IKE ° 53.08 - - 1.9% 1.7/° TC: 52.39 3.0% 52.59 7.5% TC: 53.06 TC:53.36 DOG TC: 52.38 � 53.10 TC: 53.O8 TC:53.37 I \ I III 52.46 TC: 53.55 TC: 53.60 TC:53.88 I GB - - -- TC:53.40 TC: 53.66 IIII TA/GB: 52.36 53.51 TC: 53.77 m o TC:53.51 v7 5202. 53.22 TC: 53.41 o TC: 53.62 � m\ `� III TC: 54.26 TC: 54.26 TC: 54.26 RIM:53.77 ° o I o f TC:53.50 TC: 53.45 III 2.3% 6 TC: 53.69 TC: 53.82 I TC: 53.53 TC53.43 TC: 54.26 TC: 54.26 I I I 1 III 9% CD I III II TC: 53.47 TC: 53.45 \ SPA TC:54.23 TC:54.20 o I III NOT FOR CONSTRUCTION v� Cn a TC: 54.23 TC: 53.91 m I I III o TC:53.46 TC:53.46 - TC:54.09 � TC:54.09 I 3 3 TC: 53.91 REV DESCRIPTION DATE m TC:53.64 o TC53.46 TC: 53.71 \ I I III _ = I TC: 53.45 TC: 53.55 a TC: 53.65 TC: 53.90 \ 3.0% T T TC:53.76 \ TC:53.90 TC: 54.00 TC: 54.15 2� 53.90 TC: 53.75 TC: 53.75 \ •Oo I 53.59 TC.53.82 TC:53.86 TC:53.95 TC: 53.70 w _ 53.90 54.30 54.04 TC: 53.68 \ TC: 53.70 54.31 54.09 III o TC: 54.00 TC: 53.91 T 54.17 GB TA/GB: 53.99 53.95 TC: 53.87 \ 52.67 2 2.2% 53.44 TC:53.82 53.86 53.49 II `� 3.0% 52.38 53.73 TC: 54.00 o POOL y -- TC: 53.91 \ N( 0 I II I 52.81 53.30 RIM: 53.78 I I III 52.82 53.44 53.30 TC: 54.00 TC: 53.70 I TC: 53.70 \ _ O CD 52.39 G GB 53.73 o III II 52.68 TA/GB: 52.58 TC: 54.00 TC: 53.91 FITNESS � \ IIII I RIM: 52.48 TC: 53.93 TC:53.93 TC:53.93 TC: 53.93 I III I CD TC: 53.93 TC: 53.93 N LEASING I TC: 53.85 TC: 54.00 I 1 III II TC: 53.67 TC: 53.82 TC: 53.82 TC: 53.67 �I III TC: 53.94 o I m c 1 TC: 53.77 I IM ICD I TC: 53.85 o m 1 © 2019 Newman Garrison Partners Inc. All rights reserved. 0 0 � TC: 53.87 v SD SO TC: FG: 54.00 TC: 53.90 The concepts and drawings are protected under US and J ® TC: 53.85 T I I I I International Copyright and Intellectual property laws ® TC: 54.00 D I m I and cannot be used In any manner without express written TC: 53.90 o TC: 54.00 53.57 0 53.45 ® I ® I I ca 53.45 53.14 TC: 54.00 TC: 54.00 TC: 53.13 + 53.08 IFF: 2654.00 TC: 54.00 TC: 53.10 ° �`'\ 53.59 II o RIM: 53.90 0 1$�° 53.58 �, � 53.05 \ 53.13 • - - - - - - SEASONS AT MERIDIAN TC: 54.00 TC: 53.95 �° 53.50 53.38 ® I � 53.44 III TC:53.97 3.7% I I TC:54.28 2700 E. Overland Rd. 2 010 2�°IO FG: 54.01 TC: 53.90 TC: 53.90 TC: 53.72 RIM: 53.87 53.33 L--`�J -' I IIII Meridian, ID 83642 TC:52.76 T 1.7/° \ o 52.16 51.86 TA/GB:51.95 TC: 53.70TC: 53.62 TC: 53.74 TC:53.38 � RIM:53.39 I 52.05 52.46 TC: 53.1, 531 53.38 TA/GB:53.46 GB GB TC: 53.66 TC: 53.31 TC: 53.60 TC: 53.55 TC:53.54 53.32 TC: 52.13 TC:52.25 53.10 TC:53.29 TC:53.49 TC:52.64 TC:52.99 TC: 53.23 o TC:53.26 TC:53.27 53.01 7.0/° ti TC:53.18 2.0/° 53.78 52.13 4.2%> 52.35 TC:52.84 53.04 m TC:53.49 53i35 7.0% TC53.53 I TC:54.28 I 52.43 '� TC: 53.53 TC: 52.33 53.06 TC: 52.90 TC: 52.99 53.11 53.19 53.20 TC:53.18 53.76 53.49 TC:53.56 IIII 1.79 TC: 52.23 S 52.71 0.5% 53.54 I 0.5% I _ 52.74 53.42 I TC:54.31 TC: 52.14 c? �c'� TC12 o I TC:53.49 TC:53.49 in 0 p°� TC:53.17 I rn o `r' �� S 53.71 53.92 D S o CD 4.4/0 53.53 °" TC: 52.49 `Sp 53.19 53.33 �, 53.85 53.78/ 53.43 53.17 0 1 oa,�� c' 53.59 53.62 53.09 53.33 53.47 f \ ° Oo SD SD SD RIM: 53.22 I� 53.65 III I Grading Plan - -77 52.93 `� G° RIM: 53.24 RIM: 53.70 I 26`'3 RIM:53.17 RIM: 53.20 I II GB RIM: 52.81 GB GB B GB GB GB - GB G1B C\jTA/GB: 52.89 TA/GB: 53.33 / o TA/GB:53.68 N MATCH LINE AREA 4 N TA/GB: 53.33 �o \ TA/GB:53.79 53 71 Area 4 oI ��53.02 170; 53.56 y 53.46 52.945 MATCH LINE-AREA 2 9� IDAHa `v 53.23 53.43 XTC53.46 53.54 °358 53.78 � I CONSTRUCTION 53.32 53.78 ' I NEWMAN GARRISON + PARTNERS, INCTC: 52.66 TC: 53.02 N 53.71 53.85 0 � I II These plans and/or specifications have been reviewed for 2653 2653 TC: 53.43 m III compliance with Meridian City Standards and O \c� I Specifications. This review does not relieve the owner, TC: 52.41 TC:53.10 � N TC: 52.66 I 53.14 0•5% 53.49 53.49 0.5% 53.14 TC: 53.09 TC:53.32 53.54 I engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) TC: 52.48 TC: 52.85 TC: 52.72 I and/or construct those facilities in compliance with all 52.7.9 53.39 current applicable federal, state and local laws, rules, N 6.0% 52.48 6.2% 4.5% TA/GB:53.25 I regulations, ordinances, development agreements, i TC:52.54 � TC:52.78 SD TC: 53.35 SD SD o SD TC:53.12 TC: 53.29 53.35 53.48 53.02 specifications, orders or approvals, all of which the City 20213 52.78 0 retains the right to enforce. inconsistencies not noted by U) TC: 52.49 TC:52.58 TC: 52.67 TC:53.22 TC: 53.35 TC: 53.57 TC: 53.57 TC: 53.42 r TC:53.40 TC: 53.21 City staff shall not be construed as approved unless O 52.39 � 59 R.1 _ T TC 5A 19 53.33 RIM• 5R 1n � �� I specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards W Gradin Plan Area 4 0 20' 40' and Specifications before said revision is constructed. C4 . 04 gName Date ~ i Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ Q_ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. ^ 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN 1�.J STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) A RCH ITECTURE • P LANNING • I NTERIORS SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE CITY 3100 B R I S T o L STREET, SUITE 400 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD COSTA ME S A ,CA 9 2 6 2 6 APPLIES. T 949.756.0818 F 949.756.0145 3. EXISTING AND PROPOSED CONTOURS ARE AT A l-FT INTERVAL. W W W N G G P A R T N E R S C 0 M 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL m CU 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO TOLERANCES -------- ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE • IRR IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING TI" 52.39 SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. -- - - - - - TC: 52.16 �\ //�•�r - _ = -- -- - . 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION �1 //�►� THE 7. THE LOCATIONS of EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN LAN D - - TC: 52.26 I - -------_ - APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . -- - __ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE _� GRO U P T-. 51.90 ____-__- , \ TC: 51.96 PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF � _ TC:51.84 _ I - _ 51.96 \ ------ _ - - - - _ _ , BEES TO TLG PN. 120124 _ EXISTING UTILITIES BEFORE COMMENCING WORK THE CONTRACTOR AG - ---- BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE \ \\ I \ 51.66 OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE TC:52.36 51.60 _ --- _ H T THE _ TC: 51.71 -- _ \ - �_� UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM 52.92 52.70 � 0.5% - - _ -� \�+ S ` , OF 48-HOURS PRIOR TO DIGGING. TC: 52.05 �� 52.27 TC: 51.88 09 TC: 51.86 51.97 0 51.95 0.4% TC: 51.90 51.89 - - - �� / --- - GB CO/B -ram G� ��' - 52.04 - 52.01 - - - �I - ---- - GB,�GB N -- -- --0 40 - - -- -- e- - - - - - 52.20 -- m I � TA/GB: 52.15 GB G 52.22 -- M GB TA/GB: 51.91 CD F- - _ �I - j - - -- - RIM: 51.70 _ = 51.83 MORGAN HOLDINGS & 52.33 t-0 RIM: 51.75 GB 52.37 52.35 0.4% 51.85 \° 0 51.99 GB GB TC: 52.85 STONE HILL / 52.41 `tip TI 51.9 4 51.95 S GB 51.96 , \ 51.87 TC: 51.92 I 51.85 D_SD` GB_GB `�' 0.5% \ \ 52.61 38 Glen Gary Dr., Ste. 200 TC: 52.14 52.06 �' /10 -QED TA/GB.51.88 52.14 Aspen, CO 81611 ° TC: 51.98 TC:51.88 C --- �� o 52.15 _ "' TC: 52.09 7.2/° 51.99 TC: 51.58 SD M GB /C1\1 SD N RIM51.74 � I / 52.10 4.0% 51.63 52.42 � � -�- 52.30 \ / 51.87 GB TC: 52.03 = _� GB° 52.29 26% 51.65 52.28 � RIM:51.75 \\GB '- o i I 51.56 TA/GB: `� 52.12 TC: 51.63 52.07 0 o o ,� 7301 Peak Dr. Ste. 200 52.00 �� 51.99 ti SD 22i I,11211- TC:51.64 TIC 51.72 --G Las Vegas, NV 89128 � TC: 52.09 TC: 51.86 TC: 52.08 SD SD SD TC: 52.13 TC: 52.15 ` RIM:51.97 GB TA/GB: 52.13 J, 53 TC:51.98 RIM: 51.78 cs SD 51.71 TC: 52.13 � 52.24 00 GB I I I TC: 52.03 RIM: 51.83 52.02 FG: 52.25 �.°° \L� GB ',20 53 FG: 52.25 FG: 52.25 TC: 52.25 52.26 T TC: 52.25 GB o FG: 52.25 FG: 52.25 TC: 52.33 0 _ \ �' FFF. 2652.25 TC: 51.93 1.5/ 13o T53.8953.65 TC: 52.34 1 FG: 52.25 52.42 53.74 o I I � TC: 51.96 0 53.63 , o m o 4.1j TC: 52.37 �� 52.45 53.32 T FG: 52.25 a �L 7 ILL 52.31 TC: 53.29 TC J T( m I - TC: 52.25 � o CD I FG: 52.25 TC: 52.25 FG: 52.25 RIM: 52.03 3/ 52.28 52.23 �� 52.02 TA/GB: 52.21 53.22 52.31 TC: 52.17 � RIM: 52.20 o w TC: 52.07 53.02 29 TC: 53.41 m 52.33 TA/GB: 52.54 2?I o TC: 52.37 TC: 52.17 J I RIM: 52.17 53.16 TC: 52.17 ___ `D I 52.64 52.33 TC: 52.17 FG: 52.25 ----- G GB FG: 52.25 FG: 52.25 TC:52.21 52.10 53.45 T i I I o CD TC: 52.42 - TC: TC: 52.25 FG: 52.25 I � 52.78 U, 52.78 52.64 + o � FG: 52.25 � 2� 2,0 52.72 52.74 52.38 TC: 52.2 TC: FG: 52.25 � I j - TC: 52.25 TC: 52.30 I__- TC: 52.33 3 3 III °° 0 52.31 a 52.58 �\ m �0 52.29 TC: 52.06 m TC: 52.30 CD 52.27 I '`j 52.60 FG: 52.25 _ = I FG: 52.25 TC: 52.07 � TC:52.34 z z I a � - TC:52.36 o TC:' � I � j 52.18 SD TC:52.36 FG: 52.50 0 I I o _ FG: 52.50 � I � a a ' I I r FG: 52.50 t T 1 ° a al 0 0 ! v, C7 NOT FOR CONSTRUCTION m of o BUIL IN TC: 52.50 FG: 52.50 I m I TC: 52.14 FG: 52.25 FG: 52.50 TC: 52.50 FG: 52.50 \ 00 TC: 52.25 TC:52.12 TC; REV DESCRIPTION DATE 1.5% I o I an o TC: 52.10 TC: 52.09 I T( ` I o I TC: 52.25 I \ I I 50.55 I � � TC:52.09 I TC: 52.07 SD an �o FG: 52.25 Cn I� ,K\° m ��° FG: 52.25 2.2% r•9% \ I I `t FG: 52.50 LALFG: 52.50 FG: 52.25 o �� TA/GB: 52.78 RIM: 51.18 m 52.84 53.60 RIM: T GB:51.25 51.03 FG: (_FG. 52.25 FG: 52.50 0 m FG52.25 52.55 GB G� 53. TC: 50.78 51.03 51.34 51.34 52.98 I 53.46 51.44I - - TC: 51.03 TC: 52.15 52.96 53.44 TC:51.24 3 0% 51.37 ' 3 0% TC: 51.24 FG: 52.25 TC: 51.17 51.37 51.37 �� TC: 51.17 SO TC: 51.32 TC:51.97 SD TC: 52.24 52.53 52 82 j 53.58 m ' � - TC: 51.22 � II TC: 50.82 g 5°l° \ FG: 52.50 50.96 i 50.96 TC: 52.36 FG: 52.50 2 ° ? 9/0 51.27 35% 51.27 TC: 51.11 m TC: 51.78 _ TC: 51.88 TC: 52.34 11 FG: 52.50 ca / an I I FG: C: 52.5050 ILUINCi �, / `D / m I TC: 52.50 ca I I FG: 52.50 FG: 52.50 TC: 52.50 TC: 52.50 FG: 52.50 / FG: 52.50 TC: 52.50 / c0 2019 Newman Garrison Partners Inc, All rights reserved, FG: 52.50 / The concepts and drawings are protected under US and c.7 � \ I International Copyright and intellectual property laws y and cannot be used In any manner without express written v _ oLq o consent, m o ® a FG: 52.50 a TC:52�50 TC: 52.50 FG: 52.50 CD rn m ® o RIM: 51.89 �n 1 FG: 52.50 Q SEASONS AT MERIDIAN `DIFF: 2652.50 o RIM: M 2700 E. Overland Rd. � - 52.10 Meridian, ID 83642 m ° 51.72 53.41 --� m 52.26 21°�° 1.6% ° 21°I° CD m 52.04 2 6/ FG: 52.50 TC: 52.35 TC: 51.81 ? 52.12 52.93 � 5 r� TA/GB:52.31 51.73 TC: 52.44 TC: 52.34 FG: 52.50 TC: 51.79 I 52.40 GB 53.45 I I I `� I TC: 52.44 FG: 52.50 FG: 52.50 FG: 52.50 52.24 52.50 53.17 52.18 52.15 53.25 L? � FG: 52.50 w � TC: 52.99 � co 52.22 52.12 51.83 TC:51.91 l r TC: 52.23 TC:52.22 r TC:52.17 TC: 52.16 TC: 52.08 52.51 53.03 m ° 53.04 ° `D 5177 TC: 51.84 SO TC: 52.20 SO SD SD TC: 52.08 TC: 52.27 3.0% 7.0% TC: 53.00 T( Sm p S � TC: 52.29 52.08 52.24 - - 52.47 53.06 53.07 TC: 51.88 0.7% 52.42 52.35 0.7% 51.82 TC: 52.00 I TC: 52.22 TC: 52.28 m I o j TC: 52.26 TC: 52.26 cs r o 52.19 0 T m o 52.73 52.66 52.13 53.21 ti C-1 51.27 52.40 RIM 51.97 �° 52.34 �� 3� I - o Grading GB 52.09 2 8% ® �Q, 52.35CD 52.38 \° RIM: 51.99 �D SD 5 S8�,= 5SD `v�SD SD S� 52.27 RIM:51590 0 �� _L TC' TA/GB: 52.57 ti� MATCH LINE-AREA 5 �� o RIM:51.93 53.60 Area Elm �� W4W �� TA/GB: 52.43 I j TA/GB:52.09 TA/GB: 52.63 � TA/GB: 52.03 TC/GB: TC: IDAHO APPROVED FOR 6'0 MATCH LINE-AREA 3 52.83 �, CONSTRUCTION O° f 52.41 •.l_ 52.34 °\° j o 52.34 RIM: 52.36 3.6% 0 52.80 52.31 TC:. NEWMAN GARRISON + PARTNERS INC 52.19 ° �'� � �CV � / These plans and/or specifications have been reviewed for � N m 52.50 �4 '��° ' 52.97 TC: compliance with Meridian City Standards and O N 52.28 �._ Specifications. This review does not relieve the owner, N 52.03 \ TC:52.26 0 52.13 0 52.95 r engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) 1 52.14 TC: 52.22 52.73 52.66 1u 52.15 I and/or construct those facilities in compliance with all � m I - m current applicable federal, state and local laws, rules, N cs 5211 � 51.96 i ® � I regulations, ordinances, development agreements, 51.94 m 0 7% ° TC: 52.21 52 84 52.99 specifications, orders or approvals, all of which the City 20213 0.7/o - cs 51.88 52.42 52.35 retains the right to enforce. inconsistencies not noted by O� 51.82 TC: 52.15 \° 52.77 TC City staff shall not be construed as approved unless O tii 71 I 51.45 I 52.33 TC: 51.92 -- �I° I specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ \ GradingPlan Area 5 � 2D� 40' and Specifications before said revision is constructed. �� ■ O � �Name Date ~ Horizontal Scale: 1" = 20' COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ Sheet Notes: N G 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN P STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) A RCH ITECTURE • P LANNING • 1 NTERIORS SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE CITY 3100 BRISTOL STREET, SUITE 400 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD COSTA ME S A ,CA 9 2 6 2 6 APPLIES. T 949.756.0818 F 949.756.0145 3. EXISTING AND PROPOSED CONTOURS ARE AT A l-FT INTERVAL. W W W . N G G PA R T N E R S . C o M 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 1 i// THE 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN . LAN D APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE GROUP PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO TLGPN: 120124 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM ' OF 48-HOURS PRIOR TO DIGGING. 184 6 - a e_ - - 51.83 51.85 ; _ MORGAN HOLDINGS & � - TC: 52.85 � � � � � � _ � � 51.96 , � STONE HILL 0.5° 52.61 52.14 TC: 53.60 52.15 ,��, 38 Glen Gary Dr., Ste. 200 53.37 Aspen, CO 81611 52.29 52.30 r �0 .6% 53.43 \ 7301 Peak Dr., Ste. 200 RIM: 51.97 53.68 \� Las Vegas, NV 89128 TA/GB:52 52.24 GB .13 53.74 I \ 1\\\\ GB I 53.82 ° I n\\\ GB �0 53.88 4� 52.26� GB /'T r II 53.82 % TA/GB:53.65 RIM-53.50 \ TC: 53.25 \ TC: 51.93 1.5% ; 13�% 53.89 B TC:54.04 1 I I� \ TC:52.34 1 1 1 53.74 RIM:53.52 TC: 52.85 GB 52.42 I 53.63 GB\ I 54.13 TC:54.01 I I TC: 53.10 CDo TC: 53.36 I 11 4.7% TC:53.27 t o 53.74 /�p�°` r 54.19 54.08 TC:52.37 52.45 53.32 ti S� \ G� C\; } 52.31 TC. 53.34 \ 1 1 54.16rig I TC:53.29 \ GB I 1 ° 52.02 TA/GB: 52.21 53.22 �3% TC:553 43 Sp I\_/\` TA/GB: 54.032�°�0 I II 4j TC: 52.72 \ cm TC: 52.07 53.02 TC: 53.41 I 54.21 ® GB I I I 52.34 RIM:52.17 53.16 0 6° I 54.15 TC: 53.48 / 54.13 52.10 �I 53.45 TC:54.04 N 54.08 1 �\ \GB\ IFF: 2652.15 I \\ 2� >2.0% 1 54.01 i�� GB 23 MAINTENANCE E i I 53.77 1 1 \ S Gg i c 53.82 x x \ � cl� TA/GB: 52.54 I II S� RIM: 52.48 RIM:52.27 T m co I II 11 T°c: 53.13 RIM: � 52.65 `n °' RIM: 53.72 II I I RIM: 52.64 52.78 \ °\ TC: 52.80 NOT FOR CONSTRUCTION TC:53.20 M �p CDI I I 11 1 I I I TC:52.74 53.12 TC: REV TC: DESCRIPTION DATE 53.76 I I I I I 1 TC53.56 11 TC: 53.52 TC: 52.91 I S D SD S S S ° SD 52.33 3° 53.20 TC: 53.82 I II I I TC: 53.64 OR TC: 53.58 FG: 53.75 TC: 52.99 a' S TC: 52.66 � 52.99 FG:53.75 FG: 53.75 1 T TC:52.66 FG: 53.75 = I TC:53.75 III TC: 53.75 FG: 53.75 TC:OZ.14 53.52 FG: 53.75 I I I I I I FG: 53.75 53.06 TA/GB:53.27 -� GB B GB I I I I I I I 53.17 53.01 2.2% 1.9° 1 I1 53.37 m TA/GB: 52.78 I III TC: 52.77 52.68 52.84 53.60 FG: 53.75 FF, 265% . i I I I i ° 2 1% RIM: 53.18 GB GB 53.89 I II TC: 52.80 ? 52.71 21°�° 2 52.98 53.46 I I I I 53.24 53.08 �/ m 52.96 53.44 RIM: 53.81 ! ❑ CD CD FG: 53.75 TC: 53.75 I III 52.82 \ 53.58 TC: 53.75 FG: 53.75 ® o o ElI I �\ 53.87 FG:53.75 ❑ RIM: 53.39 21°�° 21°I° TC: 53.67 II I1 I I T \ I 53F I f `� III Cn TC: 53.210 . TC:53.67 I I II G: 53.75 I C: 53.67 TC: 53.67 TC: 53.75 FG: 5375 FG: .75 I "' / TC: 53.67 ° FG: 53.75 FG: I ca / TC: 53.75 FG:53.75 I o / TC: 53.75 FG 5375 I cQ 2019 Newman Garrison Partners Inc. ALI rights reserved. / TC: 53.75 \ \ \ : . i _ _ _ _ J 21W° I The concepts and drawings are protected under US and 0 9 D SD SD SD SD �� I __-- I International Copyright and Intellectual property laws o I' FG: 53.75 I \ \\ I TC: 53.13 1% m 53.42 I and cannot be used In any manner without express written N o FG: 53.75 TC:53.50 CD L D I N G E TC:53.33 � 53.73 � � TA/GB: 53.63 53.73 TC:53.19 consent. TC: TC:53.18 53.42 cJ TC: 53.41 TC: TC:53.25 TC:53.51 TC: 53.66 53.82 53.83 TC: 53.66 TC: 53.22 3.3% 3.3% o \ TC: 53.30 TC: 53.51 TC: 53.67 53.85 m 53.85 TC: 53.67 TC_53.22 o SEASONS AT MERIDIAN TC: 53.46 TC: 53.40 \ \ TC: 53.1) r- FG: 53.50 53.44 53.75 RIM 53.55 53.75 I 53.44 I 2700 E. Overland Rd. 51.72 53.41 TC:53.63 - - TC: 53.75 FG: 53.75 \ \ rFG: 53.50 \ FG: 53.50 , RIM:2.3°�°i \ \ Meridian, ID 83642 °/° 1.6% \ \ FG: 53.50 \ TC: 53.50 FG: 53.50 2.2% \ I CD �21 ° TC: 53.75 �\\\ FG: 53.50 TC: 53.50 "' 52.12 52.93 53.58 ti I A/GB: 52.31 V v 52.40 53.45 I TC: 53.02 GB --- - o I _81 52.50 53.17 TC: 53.03 - � I b Lq 52.15 53.25 \ TC: 52.99 53.03 TC: 52.08 52.51 53.04 53.41 TC:52.27 ° 3.0/° TC: 2.29 7.0/° TC:53.00 TC: 53.34 I 5 � � \ SD 52.47 53.06 TC:53.40 FG: 53.75 = �� TC: 52.00 53.07 N \ U', Ln FG: 53.75 FG: 53.75 �� o �� TC:52.26 53.50 FG: 53.75 \ FG: 53.50 53.21 I I \ I J / TC: 53.16 TC: 53.28 Li FG: 53.75 o� 6 I (TC: 2 � Grading Plan 52.3453.66 52.30 N TC: 53.76 1° - IM: 51.90 ° �'� TC: . TC: TC: 53.626 � � �� I 53.60 53.66 \� 2.1% �� IM: 51.93 - TA/GB:52.43 MATCH LINE-AREA 6 Area 6 �� I FG: 53.50 TA/GB: 54.04 A/G1 : 52.03 TC/GB:52.43 TC: 53.57 D SD S 54.13 54.13 53.83 APPROVED FOR 52.34 TC: 53.39 � FG: 53.50 o GB GIB \� I -��MATCH LINE-AREA 4 I \ i IDAHO CONSTRUCTION RIM:52.36 '� TC. 53.47 TC: 53.83 54.28 54.28 52.31 /�° �° / FG: 53.50 TC: 53.50 I ��\ These I NEWMAN GARRISON + PARTNERS, INC / N _ _ 54.26� m 54.26 53.81 \ pans and/or specifications have been reviewed for N 52.97 TC: 53.31 TC: 53.50 52.28 `L_ ti - - FG: 53.50 TC: 53.50 53.81 1��1 compliance with Meridian City Standards and O 0 52.95 r - BUILDING F 1 � ?r% sie 1 \ Specifications. This review does not relieve the owner, N TC: 52.15 - FG: 53.50 TC: 53.40 I engineer, or contractor of the responsibility to design TC: 53.50 I 54.11 54.11 I 1 \ and/or construct those facilities in compliance with all 10-14-2021 (PERMIT SET) m FG: 53.50 17 ° \ current applicable federal, state and local laws, rules, 52.99 I TC: 53.50 C: 53.40 I 1 N 52.84 I FG:53.50 FG53.50 regulations, ordinances, development agreements, TC: 51.70 52.15 ° 52.77 kn : 53.50 TC:53.50 FG: 53.50 I 1 1 \ specifications, orders or approvals, all of which the City 20213 C:53.40 1 retains the right to enforce. inconsistencies not noted by ,\`� �Im _ iR City staff shall not be construed as approved unless O T( 59 7� 7.0% rr• G�a� Tr• w nn I� a I I / 1. I�l� \ specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Gradin Plan Area 6 0 20' 40' and Specifications before said revision is constructed. C4 . 06 gName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ Q_ SD-SD-SD SD Q Q i SD SD SD SD r Q Q \\ O O I SI SO I SO O SD J SD / SD ID SD � I I I L NG I I C0 I I I b, I Q25 = 0.44 CFS& �R, 025 = 0.44 CFS & I P Q100 = 0.61 CFS 10100 = 0.61 CFS I / I I II I I I I I' A RCH ITECTURE P LANNING I NTERIORS / I N • - - - - - - - -- - - -- - - - - - - - - - - - - - - / N J M J r J N J I 3 10 0 BRISTOL STREET, SUITE 400 - oo LO To To ?o mJ / COSTA MESA ,CA 92626 / I= C\j- �i� \CO CID I- CD co � �L oo� `�,� C� of � � T 949.756.0818 F 949.756.0145 �J J snm o v� c�C W W N G G P A R T N E R S C 0 M T T + m 0 \ m 0 O m 0 N� / r o coM J - - - - - - - - - - - - - _ - - - /- - - - - - - - - - - - - - - - - - - no I N IP: 2650.12 ~� \ ~o - v` �� - - cmv`'- ��ri -_- - - _ _ _ _ _ i - - - - - - - - -=2648�-- - - -c�� - -� - - + M -M - + - - + an C) �i� - - - - - - - - --R/W - ---.r _ -- - - - - - - -m0 - - - - - LIP: 2650.14 M n -- - � - - - - - - - =�i/V� - - - -R711� - - - - - - - - �� - - - - �/w - - - - - ��- _ j - - - _ R/W RAN - -RA* 431V1�- - - - -R/W- R/W- - - _ V T T F-o W �T�/W- R/W -2649� F- I Q -TW + L0 _ - - - �� - - - - - - T- - EG EG _ / - � SDD S SD SO O -SD SD SD E(M / �' U, co - - - - EG - - - - - - � - - - - - - - - - - - - - - - - - - - - - Tfli i265�' +. / - - - - - - - - - - - - - - - - - - - - �r _ _ _ _ - --- --T� '-� - - - - - - �� - L _ - = rt£� -E� - - - EG EG�� _ E _ -- - - - - - - - - - - - - - J / - "T I / - - - - - - - - - - -T /� Olip - - - - \ G - -FG - - - -EG - - EG - - -EG - - - - - - - - EG �j'� EG - - == n In - -- - - - �„ - I / o - - - _ - - - - STA: 135+63.95,OFF:31.90'L . , - - , 1 A _ , $H�--- _ _ HF cn -1 - - - a • 1, / � o STA: 134+50, OFF:31.94'L o o - - 1 • ' • '\ 1 1 , • } •1 1 , ' •4-r • / _•_ s , �, '1 2651 - - M LIP: 2650.58 0 2651 o - ' EDP: 2651.84 1 •1 1 1 O,yp r �. . _ r' 1 - Q25 = 0.21 CFS& o _ 1 1 ,r 1 - r .. EDP: LQ • - L • • • - - , \ Q100 = 0.29 CFS N V N N - - - - - - - - - - - - i -- --- --- ---� ----- --44*--- ------------- --- ------ -----------ter STA: 132+48.56, OFF: 32.01'L LIP:2650.77 - - -2651- - -- STA: 133 00, OFF: 31.99'L STA: 133+50, OFF: 31.97'L STA: 134+00.05, OFF: 31.95'L STA: 135+00.05, OFF:31.92'L STA: 135+50, OFF: 31.90'L / EOP: 2650.76 - EDP: 2651.02 EDP: 2651.16 EOP: 2651.47 _ - EOP: 26 .93 EOP: 2651.74 _ - � - o, --- -- Q25 = 1.00 CFS & STA: 134+73.28, OFF: 31.93'L_ Oyp f- - Q100 = 1.40 CFS EOP: 2651.37 --- - - - - EAST OVERLAND ROAD (PUBLIC) Hp - 34+00 Z133+00 135+00 136+00 137+00 138+00 FMI4132+00 LAN D -- - \ GROUP TLG PN: 120124 cn - - - C) OX/ 2651 + UD • - -•- t- - - - - -.- - f pyp• � \ A .. 1 •. , . / • . ,, . •. Y • . I • f / , •• I I• .f - - - - - - - - - - - - - - - - - - - - - _ 41, .� • . - - - - MORGAN HOLDINGS & • 'f •(, • 1 1 1 • 1 1• •1, STONE HILL 1 1 ' 1 1 i A. J 38 Glen Gary Dr.,1 i Ste. 200• / , ' . . Aspen, CO 81611 1 \ • / 1. d • , 7301 Peak Dr., Ste. 200 • , ��/ \ ; Las Vegas, NV 89128 ;�- d • Grading Plan-Overland P&P 20' 40' Horizontal Scale: 1" = 20' 2660 2660 ALIGNMENT - OVERLAND ROAD ACHD CENTERLINE: Sta. 132+00 - 136+00 HORIZONTAL SCALE: 1" CONTRACTOR SHALL o o ��1or Eo HALL ENSURE THE CROSS SLOPE IS �, �G\ST STERF VERTICAL SCALE. 1 - 2 BETWEEN 1/o&4/0, NOTIFY ENGINEER BEFORE �, a CONSTRUCTING IF DIFFERENT THAN THE PLANS I 35' 10/14/2021 VARIES-SEE PLAN 2' 1' `l SIDEWALK 9` SW G PROPOSED WELLS AVE. CENTERLINE GRADE AT EXISTING R.O.W. BOUNDARY r` '�� 2' N ' cl� MINC) " EXISTING O SAWCUT CO2655 N 2655 ROAD 1.5-1.75% VARIES VARIES 3C:) LO "! EXISTING GRADE AT i z 1 NOT FOR CONSTRUCTION `�' CENTERLINE o z � C) cc -z CD OVERLAND ROAD o z o o + M U- o 0 0 0 + �? �, c2 REV DESCRIPTION DATE ,� o + `' MATCH GRADE AT PROPOSED ��, r v ¢ i;: 5"THICK CONCRETE SIDEWALK N M SAWCUT LINE r C-) GRADE AT NORTH ¢ � ¢ Q 5-IN ASPHALT, SP-3, 0.50-IN (1/2") PER ACHD SUPP SD-709 r U r ; ¢ N N LIP CURB U) N "' "' ---_------ MIX, PG64-28 cn cn ------------- Cn < --------- 8-IN OF 3/4" MINUS CRUSHED -- -------- STANDARD 6"VERTICAL ---- AGGREGATE BASE,TYPE 1 STA: 132+48.56-- -------------- _ - - - MATCH LIP CURB AND GUTTER PER SAWCUT(CONFIRM): 2650.76 - - - - - EXISTING CURB 25-IN OF 6"MINUS UNCRUSHED AND SUPP SD-701 STA: 133+00 - - STA: 134+00 STA: 265+00 STA: 135+50 AGGREGATE BASE - EOP: 2651.24 COMPACTED SUBGRADE STA: 132+48.57 STA: 132+50 SAWCUT(CONFIRM): 2650.93 � EDP: 2650.91 STA: 134+50 EOP: 2651.68 2650 EDP: 2650.72 -EOP: 2650.73 - STA: 133 EOP: 2650.79 2650 EOP: 265 SD DI CA SO DI C.2 o N INLET PER ISPWC SD-601 INLET PER ISPWC SD-601 + o M � STA: 133+68.62,45.25'L STA: 134+50,45.25'L T `\' RIM: 2650.72± RIM: 2650.95± N o SUMP: 2646.51 SUMP: 2646.31 Typical Section - Overland Widening IE OUT: 2647.51, 18-IN PVC (N) IE OUT: 2647.31, 18-IN PVC (N) Scale: NTS cQ 2019 Newman Garrison Partners Inc. All rights reserved. 2645 2645 The concepts and drawings are protected under US and N N u? 00 00 rn r o Cl) o co M International Copyright and intellectual property laws irk ire ire ire in co ,n cli ,N C\ ,N � ,N consentand not be used In any manner without express written N N N COCO CO N N N N N N N CO N N N N co N co N N 132+00 133+00 134+00 135+00 136+00 SEASONS AT MERIDIAN 2700 E. Overland Rd. Meridian, ID 83642 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY.ADA COUNTY HIGHWAY DISTRICT DATE: Grading Plan Overland P&P APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, LkJ regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by O� City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ and Specifications before said revision is constructed. C4 . 1 0 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ IL C"I N V(' I I I I 1 'L4' O I\I \ 00 J STA:5+73.62EOP: 2649.64 CD n I \ Rq� E LIP: 2649.28 ARCH ITECTURE • PLANNING • INTERIORS O - -- -- -- - 6 L1Jc� - - -- -- -- -_ 3100 BRISTOL STREET, SUITE 400 �! COSTA MESA ,CA 92626 I I I I ~, • I I \ \ -- + - O T 949.756.0818 F 949.756.0145 LIP: 2650.36 W W W N G G P A R T N E R S C 0 M II I I A � � LIP: 2650.47 Op Cc!E-) rp o0 00 Cn ' _ O In - O O In O LC? O Ln o f �°° �O �o6 �00 o0p O� °J CC oN oN oN oN oN 2.0% ° C3� N 00J _ C _ LIP: 2650.77 I \\ I N N N .. N .. N .. 1.0/o Ln Ui Lr)o co co _ J J O J Ln J d LwL d LwL d L'LL d LwL d LWL N N C D C O o N O C 7 0 O op O O 0 0 0 0 0 0 0 0 0 0 cV N L[)nj O o O O � ( o0 00 Ln \ I I `L'C) A `L'C) "'o `L'o "'oo 0o au= N N� LIP:2649.63 NN N� N� • I I N \-I I\ - + - - - - - - - - - - �\ +- - - - - - - - + - - - - - - - - - - - -+- - - - - - U - - - - - - - - wN - - - �o - - - - - - - - - - - -oCD (Z)�- - - - - - - - LIP2649.87 - - Q - - - -��- - -aL-�� a�o I T N II N � � + � �, W oLU LU o 0 0 0 L • - �' I I ) F-. F- F- Cl) LIP:2650.70 + + m oM o� � . • I r I I I -- "' R/W R/W "' VIA �W "' R/W R/W "e R/W ¢ R R/ R/W I¢L �i/1D� /W= R/W•rn oho a w co °° / r © N T Q � Q STA: 5+50, OFF: 37.69'L + + �o\o SD SD SO- Q ( . EOP: 2649.84 ,S, ¢ c„ • �. I I I / LIP: 2650.52 �° o STA: 6+00, OFF:34.46'L EOP: 2650.28 LIP: 2650.14 Q25 = 0.44-CFS ° '` �L / N I I Q1oo = 0.61-CFS SS I I 050 ^^ n $ S SS SS SS $$ Q25 = 0.34-CFS ch o I N z N CV N ON I` o - 0.47-CFS N ` I I WELLS AVENUE r r 26Sr 0 26�9 �,�. Cn - N o STA: 1+56.99, OFF: 0.00, C\j EOP: 2650.95 i o 2651 `L �' STA: 6+58.54, OFF: 0.00' / (PROPOSED) \ \ / / EOP: 2651.17 �; ��,��► _ bF - THE - - - - I - - - - - - - - - - - - - �� - - - � \ �2 nn ' � M M M -M M M M M- M M M X � �� - LAN D o 0 0 64s o ---�� o •, AA o JI M M o 0 0 o i co C/' o 0 h I N Q25 = 0.44-CFS i / I I N N N C.V �..._ C.V / N r 0 � \ I LIP: 2650.12 Q100 = 0.61 CFS _ _ - - - 1.8% r o N� 2651 `�' - GROUP o TLG PN: 120124 • i f \ � ° - LIP:2651.13 Q25 = 0.23-CFS - - / Q100 = 0.32-CFS ,\ LIP: 2651.09 F i - - - - - I 1 - cc Cc I \ CD Ln- co o . o 0 0 o co pa oC OC • °0- - - +T - - - - - - - - - -r - - - - - - - - - - �."� - - - - - - - - - - - - -"�- - - - - - �'- - - -�n Un u7 r o II o\° o o� o - r ,,_ - c4 c4 O co co c4 LL _ L.L r LL co O. r O ° s L.L /LL. / - - - - - - - - � - - - LL -LL - - w L:L - - L:L O CO / N O N CD • y • M O 0 0p O W O a0 O M C) ti O o N L.L N L.L -� '.• , >° \ I T /I'/ o CV \ C'7 O o M O O O O f C\i L.L O 6-:T C) ' ' • •, ' , \ / o // �� \ ° Oo Oo� Ln0 Oo� Ooo OM O O i 00 00 Lr)Lr� • . L: ` o o // I co + ✓ co + co + co + co + co + co + ao 00 ti • •� ,• • LIP: 2650.58 � + / NCV NM NM Nv N� NL0 NLr) Op O� pM �� O� °� . '• ° • • • - o NN_ L/ I - - - - - - - - -�Q- - - - - -�Q - - - - - - - - -�Q - - - - WQ. - - - - - - -�Q - - - - -LQ - - - - - -LQ- - � + - - - - - - - u_ - - - CEO + - -toD +- � + ~ dQ {/ OH O� OH off OH O� OH NLn w NCo NCo NCo Q 0-Q O-Q ° •. LV I off I 'U W Lu W LU W w cn w rn LU W LU Lr)O W N I Q_Q CV '• '.` 4. •' ♦ I Ln / I OwW Ln0 OLuW OwW-Owcn- co L, °• `` . O Cn EDL:-SD SD SO ® SD SD SD SD O O SD SD SD SO o F- LU� o o sD sD sD sD- MORGAN HOLDINGS & • I I/ I �/ I STONE HILL .. .' cn cn cn cn • �; Cn GO �• I 2.0% I N i �W W W W W W W _W_o W -W-W W W r -W-W W o W W - �'W/ W ' I I � I II I � 38 Glen Gary Dr., • , r ^ I I I I � II I � � Ste. 200 _ Aspen, CO 81611 ' I 1 i I o II i i I i I \ / I 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 Grading Plan-Wells P&P 0 20' 40' Horizontal Scale: 1" = 20' 2660 2660 ALIGNMENT - WELLS CENTERLINE: Sta. 0+75 - 7+00 HORIZONTALS ALE: 1" = 20' �S1014AL ENG+ VERTICAL A E: 1" = 2' �C,\STERF .r � o 10/14/2021 9TEOF0 J W.G SD DI A.1 2655 SD DI B.1 INLET PER ISPWC SD-601 2655 INLET PER ISPWC SD-601 STA: 5+19.34, 17.25'R STA: 2+38.86, 17.78'R RIM: 2650.46± RIM: 2649.92± PROPOSED GRADE PROPOSED GRADE AT LIP EAST CURB AT CENTERLINE o SUMP: 2646.17 + co IE OUT: 2647.17, 18-IN PVC (W) o N CD SUMP: 2645.49 o NOT FOR CONSTRUCTION rn o r`! WELLS AVE. co Ln `� O o Lo "! CO IE OUT: 2646.49, 18-IN PVC (W) + a + Li, o _ N + Lf� o 00 o PROPOSED GRADE �, cc ; � co o O° + Ln Q Q0 `� REV DESCRIPTION DATE ± Co o L" _ + � AT LIP WEST CURB a `" � + U L" N U) � a N J N LO O "' co co N W c-' STA: 3+50 STA:4+00 W v "' co a ~ J N L ¢ N + J EOP: 2651.38 Q N v° N co r„ cD EOP: 2650.88 W � N LD a N STA: 3+00 N ' STA: 2+50 EOP: 2650.38 STA: 2+00 EOP: 2649.87 - - - - - - \ EXISTING GRADE - - - -_ AT CENTERLINE 2650 - 1 - - - - STA:4H WELLS AVE. o N 2650 co - STA:3+00 STA:3+50 rn '� o Ln o o o STA: 2+(STA: 2+38.83 EOP: 2650.14 EOP: 2650.81 0 0 o O° + co - CD ao EOP: 2650.64 L+ CDn L" " + coo co N -----` - + ti o EOP: EL: 2650.10 STA:2+50 --- --- ----- ---------- -- N - -- -O LOCH-- L+ ro O CD N cli ± coW LU EOP: 2649.64 -- a o L; co o a L o ¢ b ----------- cn w ¢ cn w � o O w CD r~n U-1 C LU SD DI A.2 2645 INLET PER ISPWC SD-601 2645 17 Co r- ap co SD DI B.2 Ln LC) O c" rn ao � O c" STA: 5+19.38, 21.75'L o - N ' Ln co O O O C'rJ LCJ O 00 00 O O co � Ln Ln Ln oO o INLET PER ISPWC SD-601 v O° v a' °p ad v a' RIM: 2650.36± w ai ai w © 2019 Newman Garrison Partners Inc, All rights reserved, co co co Lr) co Ln co � co � co � co � co � o � co � co � co � The concepts and drawings are protected under US and N COo N Coo N o N o N o N o N o N o N o V o N CO N CO N o p g p N N N N STA: 2+38.83, 29.25 L N N N N N SUMP: 2646.08 N N CV CV International Copyright and intellectual property laws RIM: 2649.69± and cannot be used in any manner without express written IE IN: 2647.08, 18-IN PVC (E) consent, 0+75 1+00 2+00 SUMP: 2645.38 3+00 4+00 5+00 IE OUT: 2647.08, 18-IN PVC (W) 6+00 7+00 Ir M. nCAC nn .n 1.1 fU/f. /r\ SEASONS AT MERIDIAN 2700 E. Overland Rd. VARIES (SEE PLAN) VARIES (SEE PLAN) Meridian, ID 83642 1 SIDEWALK 2 VARIES (SEE PLAN) VARIES (SEE PLAN) 2' 10, 1' Plans Are Accepted For Public Street 1.5- 1.75% Construction 1.5� 2.0% 20 3 1 ~ 1 By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or 5"THICK CONCRETE waivers must be specifically and previously approved by the District in writing. 5"THICK CONCRETE SIDEWALK PER ACHD Acceptance of the improvement plans by the District does not relieve the Registered SIDEWALK PER SUPP. SD-709 Engineer of these responsibilities. ACHD SUPP. SD-709 STANDARD 6"VERTICAL CURB AND STANDARD 6"VERTICAL BY: DATE: ■ GUTTER PER ACHD SUPP SD-701 COMPACTED 3-IN ASPHALT, SP-3, 0.50-IN CURB AND GUTTER PER ADA COUNTY HIGHWAY DISTRICT Grading Plan SUBGRADE (1/2") MIX, PG 64-28 ACHD SUPP SD-701 8-IN OF 3/4"MINUS CRUSHED Wells P&P AGGREGATE BASE,TYPE 1 APPROVED FOR IDAHO 16-IN OF 6"MINUS UNCRUSHED CONSTRUCTION AGGREGATE BASE These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all Typical Section - Wells Avenue current applicable federal, state and local laws, rules, LkJ N 1 regulations, ordinances, development agreements, Scale: NTS specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by O) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for 1-- review 7M� and compliance with the Meridian City Standards LLJ and Specifications before said revision is constructed. C4 . 11 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ Structure Table Sheet Notes: NG STRUCTURE NAME STRUCTURE DETAILS 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE P RIM: 2650.46 ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS SD DI A.1 SUMP: 2646.17 CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF INV OUT: 2647.17 (W) THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER ARCH ITECTURE • PLANNING • INTERIORS UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT 3 1 0 0 B R I S TO L STREET, SUITE 400 RIM: 2650.36 SHOWN ON THESE PLANS.THE CONTRACTOR SHALL DETERMINE THE EXACT COSTA ME S A ,CA 9 2 6 2 6 SUMP: 2646.08 LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES v v •V V L AT 1.00%MIN AT 1 00/o MIN L AT 1.00%o MIN V `" , SO DI A.2 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S Q` I AT 1.00%MIN <n INV IN: 2647.08 (E) T 949.756.0818 F 9 4 9.7 5 6.01 4 5 O S SD - - - - - - - FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND INV OUT: 2647.08 (W) W W W . N G G P A R T N E R S C O M ° 4-IN CO PER ISPWC SD-506A SD Sn SD ° SO S SD SD ° SD SO , UTILITIES. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY 25-LF OF 6-IN PVC AT 1.00% 4 _-4-LF OF 8-IN PVC AT 1.00% 88-LF OF 8-IN PVC AT 1.00% RIM:: 2645.2 RIM: 2651.30± EXCAVATION. 1-800-342-1585. I SD DI 6.1 � � SD DI 6.2 4 38-LF OF 6-IN PVC AT 1.00% IE: 2649.12, 6-IN PVC SD DI B.1 SUMP: 2645.49 i 24-LF OF 8-IN PVC AT 1.92% 11-LF OF 6-IN PVC AT 1.00% SD DI 6.3 SEEPAGE BED 6 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. I I I o •SEE DETAIL 3/C3.50 FOR co 67-LF OF 6-IN PVC AT 1.00% INV OUT: 2646.49 (W) L - - 14-LF OF 8-IN PVC AT 1.00% �24-LF OF 8-IN PVC AT 1.92/o CD . I/W RAW I - ADDITIONAL INFORMATION 5 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS 50 • 50'L x 10'W x TO , s0 25-LF OF 6-IN PVC AT 1.00% RIM:: 2645.9 \ SUMP: 2645.38 SHALL BE A MINIMUM OFTEN (10) FEET.WHERE IT IS NECESSARY FOR STORM •STORAGE VOL: 1,400-CF SO DI B.2 DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS I 1 3 SD S&G 6.2 INV IN: 2646.38 (E) ,F W W W__W W W W W W W W W o TOP OF ROCK: 2650.38' C/D THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE STORM DRAIN LINE I I -� SD S&G 6.1 O O SD SD SD O O • 12"PERF. PIPE: 2647.42' � SD SD I INV OUT: 2646.38 (W) 4 5 •BOTTOM OF ROCK: 2643.38' , SD MH 7 CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM 5 48-LF OF 12-IN PERFORATED HOPE AT 0.00%J i 5 RIM: 2650.72 D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL •BOTTOM OF SAND: 2641.88' S SS S 34-JLF OF 6-IN PVC AT 1.00% SS SS IS SS SS SS S SS SS - MATCH LINE-AREA 3 _ SS 14-LF OF 8-IN PVC AT 1.00% SD DI C.1 SUMP: 2646.51 LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT � , INV OUT: 2647.51 (N) SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. Ea MATCH LINE-AREA 1 I I I RIM:2650.95 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING LU N -I - 37 LF OF 8-IN PVC AT 1.59% 37-LF OF 8-IN PVC AT 1.00% I I I I ° SD DI C.2 SUMP: 2646.31 CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR "' 59-LF OF 8-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A 16-LF OF 6-IN PVC AT 1.00% INV OUT: 2647.31 (N) PRIOR TO COMMENCING WORK. 4-IN CO PER ISPWC SD-506A I � RIM: 2650.46± I III SD SD SD RIM:2652.27± , I �� IE:2647.78,6-IN PVC SD DI 6.4 SD DI 6.5 IE: 2648.79, 6-IN PVC 4 IN CO PER ISPWC SD-506A RIM: 2651.10 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION 11 RIM: 2653.06± SUMP: 2646.48 POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH � �� ' 0 I 81-LF OF 6-IN PVC AT 1.00% "' IE: 2648.91, 6-IN PVC SD MH C INV IN: 2647.48 (S) MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND �1 ��/ THE 25-LF OF 6-IN PVC AT 1.0 % I 5 SD SU 5U SD 24-LF OF 6-IN PVC AT 1.00% 5M i�W RAW I N / 4-IN CO PER ISPWC SD-506A o ( ) - 7-LF 6-IN SD - - o INV OUT: 2647.48E LENGTHS. 4 SD DI 1.2 RIM: 2651.46± o o . LAN D z I AT 1.00%MIN SD DI 2.7 r 7-LF 6-IN SD T RIM: 2648.58 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED GROUP / I IE: 2649.34,6-IN PVC_„ 11 ■ �:� / J SD 1i ni��ir�i ii '�I AT 1.00%MIN 22-LF OF 6-IN PVC AT 1.00% - 4-IN CO PER ISPWC SD-506A Q SUMP: 2643.04 EQUAL. SD DI 1.1 38-LF OF 6-IN PVC AT 1.00% 10-LF OF 6-IN PVC AT 1.00% c ® ® SD S&G A RIM: 2651.66± INV IN: 2647.04 (E) ° I I o LJ n ❑ z INV OUT: 2646.71 $ TLG PN: 120124 I ", cn � IE: 2648.83, 6-IN PVC - ( ) SO S&G A 14-LF OF 18-IN PVC AT 0.25/° S 59-LF 6-IN SD AT 1.00%MIN SD L L ® ® 0 ® 110-LF OF 6-IN PVC AT 1.00% u_ C 39-LF OF 18-IN PVC AT 0.25% I \ I/ u D ❑ on RIM:2650.05 CALLOUT NUMBERS COORDINATED O SU U SD DI A.1 \ i = i❑ �� a M EL SD S&G B SUMP: 2642.36 Keynotes: TO NUMBERED NOTES BELOW. O Q25 = 0.23 CFS& � o b _ ® cn "' INV IN: 2646.36 (E) SD DI A.2 Q100 = 0.32 CFS \/ I �� l ❑ �❑ ° 6"SS cn INV OUT: 2646.03 (N) 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER 18-LF OF 18-IN PVC AT 0.25% v Q25 = 0.34 CFS& a 0� `� 6"SS PLAN. 10' �` Q100 = 0.47 CFS /\ I c� �` ❑ L�E] < o- o RIM: 2651.21 I ® ® ® S f S SUMP: 2643.28 r / z o - 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. I C Q M �r SD S&G C INV IN: 2647.28 (W) INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH o � I I I \ I �o n �> FS INV IN. 2647.28 (S) ARCHITECTURAL PLANS. o I Cn I I I u_ p i z , i INV OUT: 2646.95 (E) Q I o e I u_ I 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 0 I Ul C I SEEPAGE BED A / \ 0 7 I M- N ❑ 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION oLIJ •60'L x 10'W x 3.3'D SD DI 1.3 \ o ° I �~ I REQUIREMENTS PER SHEET NOTE 3. M O RGAN HOLDINGS 8t I 20-LF 6-IN SD AT 1.00%MIN ❑ ❑ Structure Table Q •STORAGE VOL: 792 CF I 6 SD DI 2.5 - I '1 o rr co •TOP OF ROCK: _' 20-LF 6-IN SD 18-LF 6-IN SD o STONE HILL SD S&G 1.1 SD DI 1.4 �� m AT 1.00% MIN o I , 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN w •18 PERF. PIPE: I 12-LF 6-IN SD AT 1.UU%MIN AT 1.00%MIN I e _ _ _ � L _ _ _ _ STRUCTURE NAME STRUCTURE DETAILS c6.00 z •BOTTOM OF ROCK: I I 15-LF OF 6-IN PVC AT 1.00% N Ioc6 •BOTTOM OF SAND: I O SD El -❑ �1 � Q �� ° ° SD SD RIM: 2650.04 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING 38 Glen Gary Dr., Ste. 200 25-LF OF 6 IN PVC AT 1.00% O \38-LF OF 6 IN PVC AT 1.00% ® ® 5-LF OF 6-IN PVC AT 1.00% SD SD 117-LF OF 8-IN PVC'IbAT 1.00%bu SD S 161-LF OF F SD DI 1.1 SUMP: 2647.03 PEDESTRIAN H-10 GRATE. PART#2712AG12PL. Aspen, CO 81611 J � � SAN INV OUT: 2648.03 (E) I \ / 4 / 4-IN CO PER ISPWC SD-506A 12-LF 6-IN SO AT 1.00%MIN - 7. INSTALL 4"K100 SERIES ACID CHANNEL DRAIN. 7' / RIM: 2652.25± a r 11-LF 6-IN SO 12-LF 6-IN SO i 0 28-LF 6 RIM: 2650.11 7301 Peak Dr., Ste. 200 % �i AT 1.00% SD DI 2.4 � SO DI 1.2 SUMP: 2647.18 I �, o IE: 2649.27, 6-IN PVC AT 1.00/ MIN MIN cn 0 �❑ 12-LF 6-IN SD I , INV OUT: 2648.18 (W) Las Vegas, NV 89128 \ o NG � 0 1 ❑ JAT 1.00%MIN 9 LF OF 6-IN PVC AT 1.00% LTF � w RIM: 2651.20 -LF -IN D AT 1. %MIN ❑ I I I LE I `n SO DI 1.3 SUMP: 2646.20 Q 5 6 S 00/ 22-LF 6-IN SO AT 1.00%MIN -00 \/ SEEPAGE BED 1 U U U r O C' N •SEE DETAIL 3/C3.50 FOR INV OUT: 2647.20 E /\ I ADDITIONAL INFORMATION ❑ ❑ ❑ 3 RIM: 2651.20 / \I •125'Lx7'Wx9'D S� D a SD DI 1.4 SUMP: 2646.33 / •STORAGE VOL:3,150-CF n o �/1 s x � INV OUT: 2647.33 (W) 35-LF OF 6-IN PVC AT 1.00% Cf) •TOP OF ROCK: 2650.58' z z A C„ I, U o /« • 12"PERF. PIPE: 2646.43' ° m m � RIM: 2650.57 0 EE22-LF 6-IN SO AT 1.00%MIN o •BOTTOM OF ROCK: 2641.58' ,a, ,a, SO DI 1.5 SUMP: 2646.42 o •BOTTOM OF SAND: 2640.08' I n � e n n S a cn c _' _ INV OUT: 2647.42 (NE) r I ¢ - ❑❑ 48-LF OF 6-IN PVC AT 100°0 � ® ® 65 LF 6-IN11 SD AT 1.00%MIN iLd RIM: 2650.80 4-IN CO PER ISPWC SD-506A I I c"'n0 =E. M , C SO DI 1.6 SUMP: 2646.52 ± 0 14-LF 5-IN SD INV OUT: 2647.52 W LU RIM: 2652.90_ 18-LF 6-IN SD- J r 3 o IE IN: 2648.49, 8-IN PVC (E AT 1.00%MIN AT 1.00%MIN -o B DING 1fi LF 6-IN SO AT 1.00%MIN- IE ) o u Cn o RIM: 2652.29 w14AERFO u_ IE OUT: 2648.49, 8-IN PVC (S) 23 LF 6-IN SD AT 1.00%MIN SD DI 1.7 0 ❑ � e ® $ � ® SUMP: 2649.50 � 10-LF 6-IN SD ® SO DI 1.7 I cz cn INV IN: 2649.50 (E Cn I ��, 10-LF 6-IN SD 101-LF OF 8-IN PVC AT 1.00% AT 1.00% MIN "' , C INV OUT: 2649.50 (W) J,10/14/2021 p \ r -AT 1.00%MIN 6-LF OF 6-IN PVC AT 1.00% ® ® c T I oJ_ ' I 13-LF OF 6-IN PVC AT 1.00% e c o qT 0, CX_ '� 7 -O Cro RIM: 2651.58 E OF � i� 12-LF 6-IN SD „�- » �i o i o \ / I ❑�[�[❑ AT 1.00% MIN 21-LF 6-IN SO AT 1.00%MIN r- SUMP: 2645.78 COO, W.G Cn I or \ / o I 0 0 U S a °„ ® INV IN: 2646.95 (N) cn N cn ❑ ® ® c� cn SD S&G 1.1 I � o � � � �� ® � INV IN: 2646.95 (E) INV IN: 2646.95 (W) 4 0 �❑ �� _ INV OUT: 2646.78 (S) a N I \ /I o \ / �� I a o �❑ ❑ o- RIM: 2651.28 °n I v° z n L Cn SUMP: 2645.78 a N 6"SS NOT FOR CONSTRUCTION 0o A o ® o •SEEPAGE BED 2 o � SD S&G 1.2 IIINV N: 2646.95((E)) 7-LF 6-IN SD o`' cn - o SEE DETAIL 3/C3.50 FOR ,l S AN INV OUT: 2646.78 (N) REV DESCRIPTION DATE AT 1.000%MIN ❑n ADDITIONAL INFORMATION 30-LF 6-IN SD AT 1.00%MIN Cn I / SD S&G 1.2 / \ oEl ° • 76'L x 24'W x 8'D e •STORAGE VOL:5,837-CF , _10 71 I ° I I / \ n •TOP OF ROCK: 2649.79' I 25-LF OF 8-IN PVC AT 1.00/° � � F I -4-IN CO PER ISPWC SD-506A ® Q ® ❑ ® ® • 12"PERF. PIPE: 2645.75' ® , �\ I \\ RIM:2651.42± l� p •BOTTOM OF ROCK: 2641.79' 9-LF OF 6-IN PVC AT 1.00% Structure Table 1 c C 0 IE: 2647.78, 8 IN PVC L •BOTTOM OF SAND: 2640.29'Cn Gu u SD DI 2.3 , 23 LF OF 6-IN PVC AT 2.00% 38'LF OF CD LLLL1 8- ® ® i fl p IN PVC AT1.50% 8-LF6-IN SD STRUCTURE NAME STRUCTURE DETAILS 8-LF 6-IN SO15 LF OF 8-IN PVC AT 1.00% 8-LF 6-IN SD 18 LF OF 6-IN PVC AT 1.00%AT 1.00%MIN AT 1.00%MIN o o 1'- _' { AT 1.00%MIN _ _ 9-LF 6-IN SD AT 1.00/o MIN RIM:2649.43 I w I 9-LF 6-IN SD - _ -hc ~ SD SD SD SD SD SD SD SD , SD DI 2.1 SUMP: 2647.20 �„ I I AT 1.00%MIN 4-IN CO PER ISPWC SD-506A 3 0 o 56-LF OF 6-IN PVC AT 1.00% INV OUT: 2647.20 (N) `° 94-LF OF 6-IN PVC AT 1.00% RIM: 2653.43± cc I �) SD DI 1.6 4-IN CO PER ISPWC SD-506A o 4-IN CO PER ISPWC SD-506A SEEPAGE BED B SD DI 1.5 o , IE: 2651.23, 6-IN PVC z •60'L x 10'W x 7'D I `�o RIM: 2652.26± "' I ao •STORAGE VOL: 1,680-CF RIM: 2651.63± � � RIM: 2650.31 I I _ IE: 2647.44, 6-IN PVC I � IE: 2647.36, 6-IN PVC SD DI 2.2 SUMP: 2646.27 u_ •TOP OF ROCK: I I I a , INV OUT: 2646.27 (N) •18"PERF. PIPE. _-- - I I - - - - - a_� ��- - I- - L - 1 - - - I oo •BOTTOM OF ROCK: I I - - - - ■ • BOTTOM OF SAND: I �� 76' W W W SD DI 2.3 SUMP?2645 64 \ o ■ SO S&G 3.1 INV OUT: 2646.64 (E) 4-IN CO PER ISPWC SD-506A u_ SD S&G 2.1 �O SD S&G 2.2 I cn I RIM: 2649.96± RIM: 2652.28 18-LF OF 18-IN PVC AT 0.25% °J I IE:2646.94,8-IN PVC o �" �--� `�" , I I � 92-LF OF 8-IN PVC AT 1.00% I I F 68-LF 01 SD DI 2.4 SUMP: 2647.19 I I I SD 5U SU SO O O SO SO SD SO O O SD INV OUT: 2648.19 (E) I 74-LF OF 12-IN PERFORATED HOPE AT 0.00% © 2019 Newman Garrison Partners Inc, All rights reserved, 47-LF OF 18-IN PVC AT 0.25% I I o The concepts and drawings are protected under US and SD S&G B �D SD SD DI B.1 I I 26-LF OF 8-IN PVC AT 1.00% - - - 23-LF OF 6-IN PVC AT 1.00%� RIM: 2652.19 International Copyright and intellectual property laws i �, I 1 �0 13-LF OF 6-IN and cannot be used In any Manner without express written ' SUMP: 2648.32 consent, I °C Q25 = 0.44 CFS& SD DI 2.5 7-LF OF 18-IN PVC AT 0.25% SD DI B.2 1 Q100 = 0.61 CFS 25-LF OF 6-IN PVC AT 1.00% INV IN: 2649.32 (N) I 025 = 0.44 CFS& 10-LF OF 8-IN PVC AT 1.00% 8-LF OF 8-IN PVC AT 1.00% 0100 = 0.61 CFS I _ _ , INV OUT: 2649.32 (S) SD DI 2.1 SD DI 2.2 / - RIM:2653.23 Tc`n„ I SEEPAGE BED C SD DI 2.6 SUMP: 2649.71 SEASONS AT MERIDIAN _ _ _ _ _ _ _ _ - -- - - - - - - - - - - - - - •80'Lx&Wx1o'D - - - - - - - -SD DI3.1 - - - - - - - - INV OUT: 2649.71 (W) 2700 E. Overland Rd. I • STORAGE VOL: 1,920-CF RIM: 2651.71 Meridian, ID 83642 �j • TOP OF ROCK: SD DI 2.7 SUMP: 2648.93 •18"PERF. PIPE: INV OUT: 2648.93 (E) •BOTTOM OF ROCK: •BOTTOM OF SAND: a ■ a RIM:2650.75 80' _ _ SUMP: 2645.85 - SOMHC p_ SDS&GC - c) _ cl) - - - '� r SD S&G 2.1 INV IN: 2646.02 (W) Plans Are Accepted For Public Street 'Ir -78-LF OF 18-IN PERFORATED PVC AT 0.00%- / 81-LF OF 18-IN PVC AT 0.25% - - EG EG EG ^' INV IN: 2646.02 (S) S° SD SU 5U SD O O SD SD SD SD _ EG - �� - - - - EG - -E� - - Construction J• �� - - - � EC INV OUT: 2645.85 (E) - - - - - - - - - - - 12-LF OF 18-IN PVC AT 0.25% 12-LF OF 18-IN PVC AT 0.25% 0 3 1 a a By stamping and signing the improvement plans,the Registered Engineer ensures the 18-LF OF 18-IN PVC AT 0.25% _ _ - - - - - - - - - -_ _ - - ry - RIM: 2651.13 District that the plans conform to all District policies and standards. Variances or SD S&G 2.2 SUMP: 2645.83 waivers must be specifically and previously approved by the District in writing. INV IN: 2646.00 (N) Acceptance of the improvement plans by the District does not relieve the Registered / SD DI C.1 � SO DI C� 1° f E 1 INV OUT: 2645.83 (W) Engineer of these responsibilities. w Q25 = 0.21 CFS& ` 0 Q25 = 1.00 CFS& E / _ Q100 = 0.29CFS - - - - - - - - - - - - - - - Q100 = 1.40CFS - - - - - - - - - - - - - - - - - - - - - - BY: DATE: DrainagePlan - - - - - - - - - - - - - - - - - ADA COUNTY HIGHWAY DISTRICT Area 1 - APPROVED FOR wv 69 IDAHO WV EAST OVERLAND ROAD (PUBLIC) CONSTRUCTION NEWMAN GARRISON + PARTNERS, INC These plans and/or specifications have been reviewed for N -� �- - compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) I and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N $ regulations, ordinances, development agreements, L A U V L K_ L A tN specifications, orders or approvals, all of which the City 20213 ' O retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any 41, proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ Drainage PIan Area 1 0 20' 40' and Specifications before said revision is constructed. �� ■ O � �Name Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS I LJ Structure Table Sheet Notes: N 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE P STRUCTURE NAME STRUCTURE DETAILS ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF RIM: 2651.00 THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER A RCH ITECTURE • P LANNING • I NTERIORS SD DI 3.1 SUMP: 2647.98 UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT INV OUT: 2648.98 (NE) SHOWN ON THESE PLANS.THE CONTRACTOR SHALL DETERMINE THE EXACT 3100 B R s r SL STREET, SUITE 400 LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES COSTA M E s A ,CA 9 2 6 2 6 v° • 51 UKAUt VUL: 3,yoU-L r �� -•• �+ �" I I ' RIM: 2652.48 AT 1.00%MIN r 38-LF OF 8-IN PVC AT 1.00% ' TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.014 5 o • TOP OF ROCK: 2652.30 0 r, SD DI 8.1 SD DI 8.2 I' SD DI 3.2 SUMP: 2648.12 W W W . N G G P A R T N E R S . C 0 M Cn 07 4-IN CO PER ISPWC SD-506A o I x FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND E •B PERF. PIPE: K: 26 4' 25-LF OF 8-IN PVC AT 1.00% I I I I INV OUT: 2649.12 (N) UTILITIES. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY •BOTTOM OF ROCK: 2643.30' RIM: 2653.32± 4 • BOTTOM OF SAND: 2641.80' IE: 2649.23, 6-IN PVC SD S&G 8.1 IIIII I EXCAVATION. 1-800-342-1585. SD DI 7.2 I I I 5 - SD DI 7.4 I IIII I _ RIM: 2653.84 u' 67-LF OF 6-IN PVC AT II1.00% 68 LF OF 6-IN PVC AT 1.00% SO DI 3.3 SUMP: 2649.50 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 5 ��{�J N 100 ID SD S I I � � INV OUT: 2650.50 (W) "�',/// 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS `S0 25-LF OF 6-IN PVC AT 1.00% t SO S&G 7.2 24-LF OF 6-IN PVC AT 1.00% I I RIM: 2651.60 SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR STORM 1 3 ° _ SUMP: 2647.58 DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS 98-LF OF 12-IN PERFORATED HOPE AT 0.00% r ® SD S&G 3.1 ( ) THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE STORM DRAIN LINE so SD Q Q SD SD SD SD 5U SU 5U SD Q Q I III 11 INV IN: 2648.75 SW SD MH 7 � I IIII INV OUT: 2648.58 (E) CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM i 5 28-LF OF 6-IN PVC AT 1.00% 31-LF OF 6-IN PVC AT 1.00% 5 5 I IIIII D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL �+ �+ 34-LF OF 6-IN PVC AT 1.00% SD S&G 7.1 SS MATCH LINE -AREA 4 � IIIII RIM: 2652.86 LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SS SS SAN JJ SS - J� __ SS SS SS SS SS- SS - JJ S SAN �..� no � i jM �'I I SUMP: 2647.70 III SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. SD S&G 3.2 INV IN: 2648.87 (S) MATCH LINE-AREA 2 37-LF OF 6-IN PVC AT 1.00% I INV IN: 2648.87 (E) 37-LF OF 6-IN PVC AT 1.00% I 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING /1 ° I 16-LF OF 6-IN PVC AT 1.00% I I I INV OUT: 2648.70 (W) CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR ISPWC SD-506A 16-LF OF 6-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A I I I \ I -�' IIIII PRIOR TO COMMENCING WORK. ± , / RIM: 2653.44± 4-IN CO PER ISPWC SD-506A 3-IN PVC 4-IN CO PER ISPWC SD-506A SD DI 7.3 IE: 2649.70, 6-IN PVC RIM: 2652.94± II o IIIII 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION �,, , RIM: 2653.06± IE: 2648.86, 6-IN PVC SD DI 7.5 25-LF OF 6 IN PVC AT 1.00% IIIII Structure Table POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH ��r J PVC AT 1.00% IE: 2648.91,6-IN PVC SD SD SD D o 4 IIIII MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND �1 ��/�►� T H E 6-LF 6-IN SO tS 23-LF OF 6-IN PVC AT 1.00% III LENGTHS. a' 70 LF OF 6-IN PVC AT 1.00% ; ; AT 1.00%MIN\ % 8-LF 6-IN SD STRUCTURE NAME STRUCTURE DETAILS LAN D SD DI 2.7 10-LF 6-IN SO 8-LF 6-IN SD \ AT 1.00%MIN_ O 38 LF OF 6-IN PVC AT 00% JIII ¢ AT 1.00%MI AT 1.00%MIN 4 IN CO PER ISPWC SD-506A O 5 I I RIM: 2652.86 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED 4-IN CO PER ISPWC SD-506A �, � I EQUAL. � - GROUP RIM: 2651.66± ® ® RIM: 2653.53± 15-LF OF 6-IN PVC AT 1.00% SD S&G 4.1 IIII SO DI 4.1 SUMP: 2648.38 IE:2648.83, 6-IN PVC z ❑ o ® n IE: 2649.51,6-IN PVC ° 34-LF OF 6-IN PVC AT 1.00% \\ SD DI 4.1 I SDDI 4.2 i INV OUT: 2649.38 (E) TLG`N: 120124 AT 1.00% �7❑❑ Q u ® 56-LF OF 6-IN PVC AT 1.00% L 0 �( o 27-LF OF 8-IN PVC AT 1.00% I RIM: 2652.69 EI:1 G a ]� 0a ❑ ❑ "' \ / N I IIIII II SD DI 4.2 SUMP: 2648.51 CALLOUT NUMBERS COORDINATED II LL.M 0� ® � ❑❑ � ❑ � e ® / 10' INV OUT: 2649.51 (W) Keynotes. TO NUMBERED NOTES BELOW. O 6 SS c, o - \ / l o I I \ / I RIM: 2652.38 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER 6"SS ❑0 0 I o I SUMP: 2648.43 PLAN. o I < o ® ® ® I I \/ III SD DI 4.3 INV IN: 2649.53 (S) - S fr S � I a v, ❑ 1] w"' I I IIII INV OUT: 2649.43 (E) 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. > FS F' a 1 0- I� I / IIII I INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ❑ 4-IN CO PER ISPWC SD-506A o I I RIM: 2652.38 ARCHITECTURAL PLANS. _ I o RIM: 2653.69± Q I 1 ` IIIII • SD DI 4.4 SUMP: 2648.56 u- I e IE:2650.75,8-IN PVC I o o I INV IN: 2649.66 (S) 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 J I �� ®I ® ® w� I INV OUT: 2649.56 (W) _ SEEPAGE BED 4 �_ � ❑ � I 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION "' I 0❑0 7 ell6-LF 6 I SD I z I I •SEE DETAIL 3/C3.50 FOR RIM: 2652.66 REQUIREMENTS PER SHEET NOTE 3. M O RGAN HOLDINGS 8c BUIL AT 1.00%MIN �' / r I ADDITIONAL INFORMATION SD DI 4.5 SUMP: 2648.65 II .Q I o I I •100 L x 10 W x 8 D I INV OUT: 2649.65 (N) 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN STONE HILL L - J 14-LF 6-IN SD u_o •STORAGE VOL:3,200-CF - - 16-LF 6-IN SO AT 1.00%MIN 6-LF 6-IN SD o �Cn C6.00 AT 1.00%MIN 13-LF 6-IN SD AT 1.00%MIN 16-LF 6-IN SD AT 1.00%MIN "' o I I •TOP OF ROCK: 2652.24' I RIM: 2652.53 SD SD � AT 1.00%MIN 3 o I •12" PERF. PIPE: 2648.69' SD DI 4.6 SUMP: 2648.78 6. INSTALL NYLOPLAST 12"INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING 38 Glen Gary Dr., Ste. 200 161-LF OF 8-IN PVC AT 1.00% I • BOTTOM OF ROCK: 2644.24' INV OUT: 2649.78 (N) PEDESTRIAN H-10 GRATE. PART#2712AG12PL. AS en, CO 81611 77 -S AT 1. 6-IN SD 6 SD DI 2.6 I I •BOTTOM OF SAND: 2642.74' P AN AT 1.00%MIN 1 RIM: 2653.12 7. INSTALL 4"K100 SERIES ACO CHANNEL DRAIN. 0 28-LF 6-IN SD AT 1.00%MIN 17-LF 6-IN SO ] I I I I I I I SUMP: 2647.96 1 DI 2.4 I AT 1.00%MIN 7-LF 6-IN SD I SD S&G 4.1 INV IN: 2649.13 (W) 7301 Peak Dr., Ste. 200 i ° , ❑ ❑Q AT 1.00%MIN `I o \ I I I \ / I INV IN: 2649.13 (E) Las Vegas, NV 89128 AT 1.00% i ® �� o INV OUT: 2648.96 (S) N , 4-IN CO PER ISPWC SD-506A a � .00%MIN c� \ I I \ RIM: 2652.83 S ❑ RIM:2653.81± \ / I I I I \ / SUMP: 2648.01 IE: 2651.10, 6-IN PVC z SD S&G 4.2 INV IN: 2649.18 (W) 3 , 7-LF 6-IN SD o� I III I INV IN: 2649.18 (E) AT 1.00% MIN "'u- \ / INV OUT: 2649.01 (N) CD z z ❑LI o o /\ 0 '" '" ❑ / \ I I I / \ IO%MIN ❑ �- � '' S a =' �cn '_ "¢ I o T( 65-LF 6-IN SD AT 1.00% MIN ING " 0 0 z ❑0 \ I `/' 32-LF OF 8-IN PVC AT 1.00% IIIII I e 22-LF 6-IN SD I �❑ co I AT 1.00%MIN 22-LF 6-IN SD I / \ I \ IIIII i Cr u_ AT 1`00%MIN o SD S&G 4.2 \ l0%MIN o 4-IN CO PER ISPWC SD-506A o - - - - - - J °„ SD DI 4.3 IIIII \ L�S ® ® RIM: 2654.66± "' •22-LF 6-IN SD 22-LF 6-IN SD� O 4 I I I U 0 Ih IE: 2650.70, 8-IN PVC / AT 1.00%MIN-` I AT 1.00% MIN ' I SD DI 4.4 I ❑ o / 105-LF OF 8-IN PVC AT 1.00% O SD o > 15-LF 6-IN SD AT 1.00% MIN 38-LF OF 6-IN PVC AT 1.00k 1 SD SD' SD �- - - ' � ' 21-LF 6-IN SD AT 1.00% MIN 11-LF 6-IN SO 25-LF OF 8-IN PVC AT 1.00% I 12-LF OF 6-IN PVC AT 1.00% �o '- ° 9-LF 6-IN SD I - / / i AT 1.00/o MIN o S AT 1.00%MIN I ' 12-LF OF PVC AT 1.00%I SD DI 4.6 IN �- 8-LF 6-IN SO I S a ® ® I SO DI 4.5 I \ \ > , AT 1.00%MIN I / I I z- ❑ I �� I \ / I I I � e ❑ 6 ❑I] �� I / I I \ / IIII I \ o � , ❑ o o D \ / I IIII I I� N SS o o o ® I \ I/ IIIII • __ _ _ -- - NOT FOR CONSTRUCTION S o _ < s /FS FS III sAN ❑ / I I \ / IIIII REV DESCRIPTION DATE )0%MIN ❑� ❑ �❑ \ , � o ° ❑a � � o e ® / \ I I I /\\ IIII � �` � ° ' �� ' ❑ / \ I I I IIII I I 0 p 0 0 n 0 ❑FI° C AT 1.00% \ ® El F-1 L LI � � 2.3 , ® ® ® ❑❑ \ I I III I \ r 8-LF 6-IN SD 9-LF 6-IN SD 9-LF 6-IN SO \ , 18-LF OF 6-IN PVC AT 1.00% AT 1.00%MIN AT 1.00%MIN AT 1.00% MIN I I I / \ IIIII SD AT1.00%MIN _�_ I • • _•O• � SD , 4-IN CO PER ISPWC SD-506A SD SD SD SO SD SO o RIM: 2653.43± 118-LF OF 6-IN PVC AT 1.00% o o VC AT 1.00/° o o III \ , IE: 2651.23, 6-IN PVC I UT \ _ Q III I I II I C-D \\ 4 cu_ - - 4 u_ ■ W W W W -W W W I W W v W W 4 W W W W - SD S&G 3.1 4 �- o"' 1 IIII I III N SD S&G 2.2 70 25-LF OF 8-IN PVC AT 1.00% � �\ F 68-LF OF 12-IN PERFORATED HDPE AT 0.00% t / 11 x O O S SD SO o SD O Q SO SD SD SD�-SD SD/ II I 163-LF OF 8-IN PVC AT 1.00% I I I cQ 2019 Newman Garrison Partners Inc, All rights reserved, 23-LF OF 6-IN PVC AT 1.00%� - - - -SD S&G 3.2- - - - - - - - - - SD DI 3.3 I I The concepts and drawings are protected under US and _ I International Copyright and intellectual property laws O 13-LF OF 6 IN PVC AT 1.00% 3 1 J I • 1 I I and cannot be used in any manner without express written 25-LF OF 6-IN PVC AT 1.00% consent, SEEPAGE BED 3 4 1 •SEE DETAIL 3/C3.50 FOR III ' ADDITIONAL INFORMATION I � � - ❑ I •70'Lx1o'Wx8'D , _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ - - - -� I I I SEASONS AT MERIDIAN -� - - -SD DI 3.1 - - - -- - .STORAGE VOL: 2,240-CIF I � , •TOP OF ROCK: 2650.80' I SD DI 3.2 i I I � 2700 E. Overland Rd. •12"PERF. PIPE:2648.40' I Meridian, ID 83642 •BOTTOM OF ROCK:2642.80' j I I� / - - - - - •BOTTOM OF SAND: 2641.30 - - - - - - - - - - - - - - - -_- - - ____ - _ - _ - - III - - - _= a - - - - - - - - - _ - - - - - - - - J � R onni Qnn� - - R ,i - R/W - /R / / I_ _ EG _ m n+ � � / G - - - - - - - - -Eli- - EG _ - - - - - - - - - - - - - _ _ - - - - - - _ -- G a EG EG _ EG EG EG EG _ _ � - EG G LG =I= - 'F EG ° - - - f �° s so �� I II v 1 1� �� O - - - - - - - - - - - - - - - - - - - - - - - -- Drainage Plan - o - �- -� - - I- � Area 2 WV wVAPPROVED FOR 'LAND ROAD (PUBLIC) , � � / / � / � D D - IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N / . _ _ � D compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, LU V L N F*, S ' regulations, ordinances, development agreements, - specifications, orders or approvals, all of which the City 20213 I o retains the right to enforce. inconsistencies not noted by O) - City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards LLJ D ra i n a e PlanmArea 2 � 20' 40' and Specifications before said revision is constructed. C5 . 02 �gName Date ~ Horizontal Scale: 1" = 20' \ - COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ Structure Table Sheet Notes: N G 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE STRUCTURE NAME STRUCTURE DETAILS APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE P ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS RIM: 2650.94 CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF SO DI 5.1 SUMP: 2647.32 THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER A RCH ITECTURE • P LANNING • I NTERIORS INV OUT: 2648.32 (S) UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT 00 SHOWN ON THESE PLANS.THE CONTRACTOR SHALL DETERMINE THE EXACT 3100 B R STREET, SUITE 4 RIM: 2650.94 LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES COSTA M E E S A ,C A 9 2 6 2 6 6 SD DI 5.2 SUMP: 2647.20 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S T 949.756.0818 F 94 9.7 5 6.014 5 INV OUT: 2648.20 (S) FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W W W . N G G P A R T N E R S C o M UTILITIES. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY RIM: 2651.03 EXCAVATION. 1-800-342-1585. SD DI 5.3 SUMP: 2647.10 INV IN: 2648.20 (N) 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. INV OUT: 2648.10 (E) 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS RIM: 2651.03 SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR STORM SO DI 5.4 SUMP: 2646.98 DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS INV IN: 2648.08 (N) THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE STORM DRAIN LINE INV OUT: 2647.98 1 CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL RIM:: 2646.5 LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT INV OUT: 2647.89 (E) SD DI 5.5 SUMP: SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 47.89 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING RIM: 2647.02 9 CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR INV OUT: 2648.02 SD DI 5.6 SUMP:: PRIOR TO COMMENCING WORK. 8.02 (W)( RIM: 2652.24 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH SD DI 5.7 SUMP: 649.74 MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND �1 % THE INV OUT: 2649.74 (S) LENGTHS. 4 IN CO PER ISPWC SD-506A ~ I u LAN D z • BOTTOM OF ROCK: 2642.03' co 9-LF 6-IN SD RIM: 2652.37± RIM: 2651.47 . I • BOTTOM OF SAND: 2640.53 I 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED o SUMP: 2646.43 AT 1.00%MIN - IE: 2649.32, 6-IN PVC J 5-LF 6-IN SD 7-LF 6-IN SD 8-LF 6-IN SO , I SO S&G 5.1 INV IN: 2647.60 (E) EQUAL. � GROUP 7 LF 6-IN SD AT 1.00% MIN ° 1 ° AT 1.00% MIN AT 1.00%MIN I o INV IN: 2647.60 (W) TLG PN: 120124 AT 1.00%MIN SD DI 10.4 v, b'- �' , I INV OUT: 2647.43 (S) I D DI 10.1 _�_ 5-LF 6-IN SD '- a 79-LF OF 6-IN PVC AT 4.07% SD _o Sn SD AT 1.00%MIN SD SD 24-LF OF 8-IN PVC AT 1.00% I ~ RIM: 2651.12 SU U 72-LF OF 6-IN PVC AT 1.00% 71-LF OF 6-IN PVC AT 1.00% I S 4-IN CO PER ISPWC SD-506A CALLOUT NUMBERS COORDINATED SO DI 10.2 RIM: 2652.34± 25-LF OF 6-IN PVC AT 1.00% SD DI 1I0.5 , I z Cn SUMP:2646.47 Keynotes: TO NUMBERED NOTES BELOW. 4 1 ° IE: 2646.81, 6-IN PVC _ I _ "SD S&G 10.2 I - SD S&G 5.2 INV IN: 2647.64 (W) 25-LF OF 6-IN PVC AT 1.00/o cn 19-LF OF 8-IN PVC AT 1.00% I O° INV IN: 2647.64 (E) 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER �\ \ 25-LF OF 6-IN PVC AT 1._% _ 120 o INV OUT:2647.47 (N) PLAN. J c 0 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. c" INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH SD S&G 10.1 O 118-LF OF 12-IN PERFORATED HDPE AT 0.00% MATCH LINE-AREA 5 D SD SU 5U SU SD SD r O O _ Structure Table ARCHITECTURAL PLANS. - - - - - - - - - - - - - - - 3 - = - - - I 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 MATCH LINE -AREA 3 SAN I STRUCTURE NAME STRUCTURE DETAILS 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION ° ° '\ 1 RIM: 2650.89 REQUIREMENTS PER SHEET NOTE 3. MORGAN HOLDINGS & 38 LF OF 6-IN PVC AT 1.00%- - - - - - \\ - - - - - - 38 LF OF 8-IN PVC AT 1.00% N , /T A SD DI 6.1 SUMP: 2647.19 STONE HILL I TI_ I 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN 17-LF OF 6-IN PVC AT 1.00% \ \�� 7 I INV OUT: 2648.191 C6.00 r \ 4-IN CO PER ISPWC SD-506A 1 -W 4-IN CO PER ISPWC SD-506A RIM: 2652.09± � SD DI 10.6 t I W I I RIM: 2651.11 6. INSTALL NYLOPLAST 12"INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING 38 Glen Gary Dr., Ste. 200 RIM:2651.71± IE OUT: 2649.98, 6-IN PVC (W) i I SO DI 6.2 INV OUT:M : 2647.0 (E) PEDESTRIAN H-10 GRATE. PART#2712AG12PL. p IE: 2648.67,6-IN PVCAspen, CO 81611 /1 / - 118-LF OF 6-IN PVC AT 1.00% 22-LF OF 8-IN PVC AT 1.00% , 1 SD SD 5U S SD 20 LF 6-IN SD SD DI 10.3 8-LF 6-IN SD _ AT 1.00%MIN RIM: 2651.14 7. INSTALL 4"K100 SERIES ACO CHANNEL DRAIN. SUMP: 2647.19 7301 Peak Dr. Ste. 200 AT1.00%MIN � FS ,E � 6-LF 6-IN SD 5-LF 6-IN SD SO DI 6.3 INV IN: 2648.29 (W) Las Vegas NV 89128 23-LF OF 6-IN PVC AT 1.00% n INV IN: 2648.29 (N) ' I I AT 1.00% MIN � ® AT 1.00%MIN O cn / ® 6-LF 6-IN SD ° �� 10.7 v� � ® INV OUT: 2648.19 (S) 1\ o AT 1.00%MIN 0 U U ® RIM: 2650.81 U SOD 6.4 SUMP: 2647.32 0\ / EIA a �0 , INV OUT: 2648.32 (N) \ / e n ❑� �❑ �� , RIM: 2651.62 o p` SO DI 6.5 SUMP: 2647.10 / ,. > ❑ o C, , INV OUT: 2648.101 / 11 I ®, ® o ° ® ® ® ® a 8-LF OF 6-IN M / \ A > c" , AT 1.00%M RIM:2651.26 FS i a ❑ o ❑ I a_ ao SO S&G 6.1 INV IN: 2647473 (S) 1 e ❑ ❑� I CD , INV IN: 2647.73 (N) SO DI 5.7 6 I 0 J' INV OUT: 2647.56 (E) I 11a ❑ 11-LF OF 6-IN PVC AT 1.00% RIM: 2651.93 SD DI 5.1 SD DI 5.2 I ® 14-LF 6-IN SD I 12-LF OF 8-IN PVC AT 1.00% \ 12 LF 6-IN SDI AT 1.00%MIN 7 N , -i, SUMP: 2646.56 AT 1.00%MIN ® ® SD S&G 6.2 INV IN: 2647.73 (N) 12-LF OF 6-IN PVC AT 1.00% �` L _ - ❑ 16-LF OF 6-IN PVC AT 1.00% 1 e INV IN: 2647.7318-LF OF 6-IN PV�;FL 1.00% � I � INV OUT: 2647.56 (W) 25-LF OF 6-IN PVC AT 2.00% 4 I 4-IN CO PER ISPWC SD-506AOF 8-IN PVC AT 1.00% , SD SD SD S SD SD 19-LF 6-IN SD 17-LF 6-IN SD RIM: 2652.21 O Sn AT 1.00%MIN AT 1.00%MIN 108-LF OF 8-IN PVC AT 1.00% IE:2649.29, 6-IN PVC 38-LF OF 8-IN PVC AT 1.00% �SO DI 5.3 O 19-LF 6-IN SO AT 1.00%MIN 1� o SO DI 10.8 \ SD S&G 5.1-SD DI 5.1 o r 19-LF 6-IN SD I \ 13-LF 6-IN SD I AT 1.00%MIN 4-IN CO PER ISPWC SD-506A eEiiiiq ❑� \ AT 1.00%MIN ;1010I ` 23-LF OF 8-IN PVC AT 1.00% RIM: 2651.91± � C[ , -,; IE: 2649.49, 6-IN PVC7� \ NOT FOR CONSTRUCTION I \ o N SD , REV DESCRIPTION DATE 10-LF 6-IN SD SEEPAGE BED 5 30-LF OF 6-IN PVC AT 1.00% •SEE DETAIL 3/C3.50 FOR AT 1.00%MIN F3-LF 6-IN SD 14-LF 6-IN SO o ADDITIONAL INFORMATION AT 1.00%MIN ❑ ° AT 1.00%MIN c„ • 110'Lx10'Wx7'D a 0 T T • STORAGE VOL:3,080-CF o 1 •TOP OF ROCK: 2650.43' o 0 37-LF OF 6-IN PVC AT 1.00% M , m = - - •12" PERF. PIPE: 2647.20' U 4-IN CO PER ISPWC SD-506A a a� o • BOTTOM OF ROCK: 2643.43' n o 6-LF 6-IN SD RIM: 2652.37_ I t t t c" I •BOTTOM OF SAND: 2641.93' 4-IN CO PER ISPWC SD-506A AT 1.00% MIN IE: 2648.06, 8-IN PVC o � , / Im 3-LF 6-IN SD L RIM:2651.71± 11 I 3-LF 6 IN SD AT 1.00% MIN AT 1.00%MIN IE: 2649.12, 6-IN PVC � SD SD - _aD SD SD/ , M IE: 2649.12, 6-IN PVC or 1� o e 106-LF OF 8-IN PVC AT 1.00% o 0 I/ 0 o o C , CD o / ¢ 31-LF OF 6-IN PVC AT 1.00% o > �� U 3 z 2-LF 6-IN SD 16-LF 6 IN SD z� '�� I SAN Q ao AT 1.00% MIN AT 1.00%MIN- c.6 w u_ -O 1 J� J_ CD o ILL. ICn , \ 1 \ o N _ o ® 7 ❑ M -4-IN O PER ISPWC SD-506A \ CD T w \ 1 \ T I 2-LF 6-IN SD RIM: 2652.14± , / o N 1 \ o AT 1.0�0%MIN IE IN: 2649.88, 6-IN PVC (W) C _ o IE OUT:2649.88,8-IN PVC (S) � © 2019 Newman Garrison Partners Inc, All rights reserved, \ / �o \I \ / ❑ /////////J�JI I The concepts and drawings are protected under US and D 8-LF OF 6-IN PVC AT 1.00% J FS FS International Copyright and intellectual property laws i uu� � and cannot be used in any manner without express written \ / co \ / ❑ consent, o I i I Cn 10LFOF6-IN PVC AT 1.00% ��o SEASONS AT MERIDIAN I - 4-IN CO PER ISPWC SD-506A ® o o 4-IN CO PER ISPWC SD-506A �❑ RIM: 2652.22± o 1 / RIM: 2651.67± a ¢ 2700 E. Overland Rd. \ 27-LF OF 6-IN PVC AT 1.00% N 1 \ IE: 2649.55,6-IN PVC 4-IN CO PER ISPWC SD-506A IE IN: 2649.42, 8-IN PVC (N) > , \ ` I RIM: 2651.53± IE OUT: 2649.21, 8-IN PVC (W) z C, Meridian, ID 83642 \ R/W R / \ I I I / ` 12-LF OF 6-IN PVC AT 1.00% IE IN: 2648.33, 8 IN PVC (W) n� 00 I� \ \ \ I in SD S&G 5.2 -- ilJ ® IE IN: 2648.33, 8-IN PVC (E) 8-LF 6-IN SD o \ \ 79-LF OF 8-IN PVC AT 1.00% 1E OUT: 2648.33, 8-IN PVC (S) AT 1.00% MIN u_ SD DI 7.1 , SD DI 5.5 I O I SD DI 5.6 8-LF 6-IN SD 6-LF 6-IN SD 6-LF 6-IN SO � 10-LF 6' N SD I \ O S 1 _i, AT 1.00%MIN - - AT 1.00%MIN AT 1.00%MIN ; iAT 11_00%MIN `" 00 1 �\ 4-IN CO PER ISPWC SD-506A SD Sn sn SO S SD Sn , SD S � 25-LF OF 6-IN PVC AT 1.00% 4 4-LF OF 8-IN PVC AT 1.00% 88-LF OF 8-IN PVC AT 1.00% , I RIM: 2651.30± SD DI 6.1 SD DI 6.2 \ 1 38-LF OF 6-IN/PVC AT 1.00% IE: 2649.12, 1 PVC / I 4 \ 1 24-LF OF 8-IN PVC AT 1.92% 11-LF OF 6-IN PVC AT 1.00% SD DI 6.3 SEEPAGE BED 6 14-LF OF 8-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.92% •SEE DETAIL 3/C3.50 FOR c" 67-LF OF 6-IN PVC AT 1.00% 50 1 ADDITIONAL INFORMATION 5 •50'L x 10'W x TD s0 25-LF OF 6-IN PVC AT 1.00% •STORAGE VOL: 1,400-CF \\ l I Oi o SD S&G 6.2 .TOP OF ROCK: 2650.38' W W W W W W W W _ U) Drainage Plan - \ 1 � \ SD S&G 6.1 O O SD SD SD � O O /� • 12"PERF. PIPE: 2647.42' v° S° SD \ 5 48-LF OF 12-IN PERFORATED HOPE AT 0.00°/� 5 \ •BOTTOM OF ROCK: 2643.38' , SD MH 7 l \ 1 MATCH LINE-AREA 3 ° •BOTTOM OF SAND: 2641.88' 34-LF OF 6-IN PVC AT 1.00% \ Area SS SAN SS SS SS S SS SS - - SS `� 14-LF OF 8-IN PVC AT 1.00% S SS S SS - - SS SAN JJ S 3 mopmMmimmimmimmijo � � � � � � � � � � � � � � � � APPROVED FOR MATCH LINE-AREA 1 I U IDAHO CONSTRUCTION I I I I 37-LF OF 8-IN PVC AT 1.00% I (\ �1 These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N N / _ �� 37 LF OF 8-IN PVC AT 1.59% o i 16-LF OF 6-IN PVC AT 1.00%- compliance with Meridian City Standards and p 4-IN CO PER ISPWC SD-506A I I 59-LF OF 8-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A Specifications. This review does not relieve the owner, N / 1 RIM: 2650.46± SD SD SD RIM: 2652.27± , / engineer, or contractor of the responsibility to design / SD DI 6.4 4-IN CO PER ISPWC SD-506A and/or construct those facilities in compliance with all 10-14-2021 (PERMIT SET) � IE:2647.78,6-IN PVC SD DI 6.5 IE: 2648.79, 6-IN PVC47 / p pp current applicable federal, state and local laws, rules, II RIM: 2653.06± pp N ' 81-LF OF 6-IN PVC AT 1.00% - cNn regulations, ordinances, development agreements, / 25-LF OF 6-IN PVC AT 1.00% SD SU SU SD o IE:2648.91, 6-IN PVC specifications, orders or approvals, all of which the City 20213 N 24-LF OF 6-IN PVC AT 1.00% retains the right to enforce. inconsistencies not noted by O� U) / _ _ 4-IN CO PER ISPWC SD-506A 7-LF 6-IN SD 1 SD DI 1.2 ' ` o City staff shall not be construed as approved unless O / ��--� �� RIM: 2651.46± AT 1.00%MIN { I i-SD DI 2.7 I o / specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for � review and compliance with the Meridian City Standards W Draina e P I a n Area 3 6 20' 40' and Specifications before said revision is constructed. C5 . 03 �gName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS W IL Sheet Notes: NG Structure Table 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE P STRUCTURE NAME STRUCTURE DETAILS ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF RIM: 2651.52 THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER A RICH ITECTURE • P LANNING • 1 NTERIORS SD DI 7.1 SUMP: 2648.41 UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT 3 1 0 0 B R I S TO L STREET, SUITE 400 INV OUT: 2649.41 (SE) SHOWN ON THESE PLANS.THE CONTRACTOR SHALL DETERMINE THE EXACT COSTA ME S A ,CA 9 2 6 2 6 LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES RIM: 2652.70 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S T 949.756.0818 F 9 4 9.7 5 6.014 5 SO DI 7.2 SUMP: 2647.64 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W W W . N G G P A R T N E R S . C 0 M INV OUT: 2648.64 (S) UTILITIES. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. RIM: 2652.81 SO DI 7.3 SUMP: 2647.76 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. INV OUT: 2648.76 (N) 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS RIM: 2652.86 SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR STORM SD DI 7.4 SUMP: 2647.66 DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS INV OUT: 2648.66 (S) THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM RIM: 2652.81 D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL SD DI 7.5 SUMP: 2647.79 LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT INV OUT: 2648.79 (N) SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. RIM: 2652.93 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING SUMP: 2647.73 CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR SD MH 7 INV IN: 2648.73 (NW) PRIOR TO COMMENCING WORK. INV OUT: 2648.73 (E) 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION RIM: 2653.18 POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH � THE SUMP: 2647.22 MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND �1 // ,�� El > \ \ 4-IN CO PER ISPWC SD-506A ,0 I I o, •SEE DETAIL 3/C3.50 FOR SD S&G 7.1 INV IN: 2648.39 W LENGTHS. INV IN: 2648.39 (N) LAN D I z o RIM. 2653.66± / I o o ADDITIONAL INFORMATION I INV IN: 2648.39 (S) 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED a �° IE: 2648.92, 8-IN PVC / II "' •135'L x 10'W x 9'D INV OUT: 2648.22E EQUAL. • IN I _4_4_4 T f o III \ w •STORAGE VOL: 4,860 CF b O ' GROU P SO DI 10.4 �, , o D a o �❑ rn 5 LF 6-IN SD �� . \ / yI = •TOP OF ROCK:2652.60' RIM: 2653.23 TLG PN: 120124 AT 1.00%MIN �� I o •12" PERF. PIPE:2647.24' SUMP: 2647.25 24-LF OF 8-IN PVC AT 1.00% I ¢ zn •BOTTOM OF ROCK: 2643.60' �I cD ® 30-LF 6-IN SD 'A- � SD S&G 7.2 INV IN: 2648.42 (N) CALLOUT NUMBERS COORDINATED ❑'i1.00% �� CD _ •BOTTOM OF SAND: 2642.10 INV IN: 2648.42 (S) -SD DI 10.5 z.� �\ AT MIN o �� 0 5-LF 6-IN SO / \ \ w M� Keynotes. v� - 5-LF 6-IN SD AT 1.00% MIN a- �T I INV OUT: 2648.25 (W) TO NUMBERED NOTES BELOW. v' , o AT 1.00%MIN ® I I n l / \ I z / / i I 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER J 22-LF 6-IN SD 26-LF 6-IN SD- e ❑� ® J ' \ I ,i \ \ y / / \ I PLAN. AT 1.00% MIN AT 1.00% MIN %� I o o �\ \ \\ �\ ' Structure Table 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. N , 0 ° \\ M I �� I INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH M \ MATCH LINE-AREA 6 ❑ ARCHITECTURAL PLANS. e I - STRUCTURE NAME STRUCTURE DETAILS SAN SD�SO S 3 cn I \ I ^ RIM:2653.00 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 82-LF OF 8-IN PVC AT 1.00% MATCH LINE-AREA 4 ` L_ 4-LF 6-IN SD o �� G" SD DI 8.1 SUMP: 2649.20 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION 13-LF 6-IN SD 15-LF 6-IN SD 12-LF OF 6-IN PVC AT 1.00% CD � �� INV OUT: 2650.20 (E) REQUIREMENTS PER SHEET NOTE 3. MORGAN HOLDINGS & ° � � ❑ �❑ �AT 1.00%MIN � � � I \ N AT 1.00%MIN AT 1.00% MIN 4-IN CO PER ISPWC SD-506A e � 1 I I 1 ll RIM: 2653.45± 7 BUILDI ❑ / I GI R I RIM:2652.67 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN STONE HILL 4-IN CO PER ISPWC SD-506A IE_2650.16, 6-IN PVC q- ® Ell I �� /I "'� \ \ I\ I I I \\ D DI .2 SUMP: 2649.33 C6.00 W IRIM: 2653.52± - L 22-LF 6 IN SD ® II I I / I I� \ S 8 INV IN: 2650.40 (N) IE:2650.86, 8-IN PVC L� AT 1.00%MIN u_ / I I \ / I I I INV OUT: 2650.33 (W) 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING 38 Glen Gary Dr., Ste. 200 4-LF 6-IN SD CD 22-LF OF 8-IN PVC AT 1.00% , I 4 0 AT 1.00%MIN M -/ III I�\� 1 / I GI R I I \ PEDESTRIAN H-10 GRATE. PART#2712AG12PL. Aspen, CO 81611 RIM:2652.80 \ e T a I / I ICI' \ SO DI 8.3 SUMP: 2649.40 7. INSTALL 4"K100 SERIES ACO CHANNEL DRAIN. a ° INV OUT: 2650.40 S Fs �� o ° `® ❑ i I \\ j I 11 II \� O 7301 Peak Dr., Ste. 200 n I /�\� I I I RIM: 2653.39 Las Vegas, NV 89128 SD DI 10.7 ❑❑ � � ® � \ � ° � 10-LF 6-IN SD \ / II I W�- W\ \ III ICI I SUMP: 2648.78 g o o o I \/ I I \ 11 I I ;e � � � �❑ AT 1.00% MIN \/ I � /\ i III I III I SD S&G 8.1 I INV IIN: 2649.95 (E)) ® � '' / \ I� i I /� III I III I INV OUT: 2649.78 (N) ❑ ❑� ❑ ❑ � , III �I I QLI� 0 Q 0 ® ® 0 ��Q �� o '' EPL 6-LF 6-IN SD L ' I III ® ® ° III I III I Structure Table I 6-LF 6-IN SD 6-LF 6-IN SD AT 1.00%MIN v 8-LF OF 6-IN PVC 8-LF 6-IN SD' AT 1.00%MIN AT 1.00%MINI 5-LF 6- SNI D ` 16-LF OF 8-IN PVC AT 1.00% III II II III > AT 1.00%MIN AT 1.00%MIN AT 1.00%MIN SD S&G 11.1 IIII STRUCTURE NAME STRUCTURE DETAILS z , SD SO SD SD SD S SD SD SD DI 11.3 00 , 171-LF OF 8-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A 4 ,� I I I RIM: 2653.68 Qu O SD SD DI 11.4 I I �� O'- �O'- O'- f f RIM: 2653.54± `p 38-LF OF 8-IN PVC AT 1.00% I III SD DI 9.1 SUMP: 2650.67 J �, IE: 2647.59, 8-IN PVC ' ' I I I 0° ( ) � , 25-LF OF 8-IN PVC AT 1.00% 12 LF OF 8-IN PVC AT 1.00% I INV OUT: 2651.67 S o IE: 2647.59,8-IN PVC � 1 I I i I I ' 11�' u 12-LF OF 8-IN PVC AT 1.00% SD DI 11.2 o RIM: 2653.68 � - - SO DI 9.2 SUMP: 2650.67 SD DI 11.1 III X X INV OUT: 2651.67 (S) =oCn \ RIM: 2653.67 BSI o � 20' �� I III D �� I III III SD S&G 9 SUMP:46.56 ( INV IN: 2646.56 (W) INV OUT: 2646.42 (N) > o I SEEPAGE BED 9 Cf) 4-IN CO PER ISPWC SD-506AE�_L7 z SD DI 10.8 1 o RIM: 2653.74± °O z ¢ •SEE DETAIL 3/C3.50 FOR v7 :Q.- ;Q; o co I r I ADDITIONAL INFORMATION IE: 2647.97, 6-IN PVC J o = •40'L x 20'W x 7'D - o SD o I � o I •STORAGE VOL: 2,240-CF co < •TOP OF ROCK: 2652.48' o � , v SPA 27-LF OF 6-IN PVC AT 1.00% Irn ', I • 12"PERF. PIPE: 2648.13' I NOT FOR CONSTRUCTION •BOTTOM OF ROCK: 2645.48' •BOTTOM OF SAND: 2643.98' ' , � II II REV DESCRIPTION DATE n n o 8-LF OF 8-IN PVC AT 1.00% I III II J o z z ❑ rI �� 12 LF 6-IN SD I III M T � AT 1.00%MIN 1-1'w---SD S&G 9 I I I I ea , P. Zt t t 19-LF OF 8-IN PVC AT 1.00% I I .o o L I I I Lo 6-LF 6-IN SD 0 II ° MIN POOL SEEPAGE BED 8 AT 1.00% a �� I •SEE DETAIL 3/C3.50 FOR Cn ADDITIONAL INFORMATION I III c`"/° , - 21-LF OF 6-IN PVC AT 1.00% •50'L x 10'W x 4.5'D III I o I •STORAGE VOL:900-CF III •TOP OF ROCK: 2652.41' I III IN - o rITn1CC'C` •12"PERF. PIPE: 2649.68' II I 4-IN CO PER ISPWC SD-506A .BOTTOM OF ROCK: 2647.91, II I .+ RIM: 2653.52± _o •BOTTOM OF SAND:2646.41' ' 6 SD DI 9.1 IE: 2651.10, 6-IN PVC o o III I 6 SD DI 9.2 I I ¢"' 10' LEASIN o 0 4-IN CO PER ISPWC SD-506A '� U 06A , RIM: 2653.99± o_ o 14± 14-LF OF 6-IN PVC AT 1.00% IE:2651.50,8-IN PVC z �I o 1 0 4 IN CO PER ISPWC SD-506A ' I I o III W °° ( ) U.) RIM: 2653.82± 14-LF OF 6-IN PVC AT 1.00% l I Io< 1 19-LF 6-IN SD o o � 1 ' (S) "' IE: 2650.54, 8-IN PVCLU �l AT 1.00%MIN �� I � I I X © 2019 Newman Garrison Partners Inc, All rights reserved, SO SD1 Sp SD cv I The concepts and drawings are protected under US and J 0 0 0 ao = International Copyright and intellectual property laws FS FS � 96-LF OF 8-IN PVC AT 1.00% � I o I IP P Y �� D w I and cannot be used in any Manner without express written 1 _ ® a SD DI 8.3 consent, 1 ' \I ,O o cc 'C� 3 o , z o 00 , r I SEASONS AT MERIDIAN ® ❑ o �J z I j1 I I 2700 E. Overland Rd. zCL •SEEPAGE BED 7 15-LF 6-IN SD "' L \ � I II III Meridian, ID 83642 u- 31-LF 6-IN SD •SEE DETAIL 3/C3.50 FOR AT 1.00%MIN ° C) C)u) SD DI 7.1 o ADDITIONAL INFORMATION 31-LF 6-IN SD 10-LF OF 8-IN PVC AT 1.00% J I I II t t AT 1.00%MIN AT 1.00%MIN I O \ 4 m I I \� O'- 0- •100'L x 11'W x 9'D `Cj- - '- 'O V) 31-LF 6-IN SD' •STORAGE VOL: 3,960-CF 33-LF OF 6-IN PVC AT 1.00% Op AT 1.00%MINA o o .TOP OF ROCK: 2652.30' o r SD DI 8.1 38-LF OF 8-IN PVC AT 1.00% SD DI 8.2 Ev H\ `r' •12"PERF. PIPE: 2647.94' "' 4-IN CO PER ISPWC SD-506A 25-LF OF 8-IN PVC AT 1.00% I I I I •BOTTOM OF ROCK: 2643.30' RIM: 2653.32± I 4 • BOTTOM OF SAND:2641.80' IE: 2649.23, 6-IN PVC SD S&G 8.1- SO DI 7.2 I I I 5 SD DI 7.4 C 67-LF OF 6-IN PVC AT II1.00% 68-LF OF 6-IN PVC AT 1.00% 5 ��IL�II• u7 ' ID SD S 11 I III �O 25-LF OF 6-IN PVC AT 1.00% r 24-LF OF 6-IN PVC AT 1.00% VANSD S&G 7.2 I IIIII I 1 3 98-LF OF 12-IN PERFORATED HOPE AT 0.00% r ® IIIII I � G° SD O O 7SD SD SO SO 5U SU 5U SD O O I Drainage Plan - SD MH 7 288-LF�PVC AT 1.00% _ - o f 5 5 5 31 LF OF 6 IN PVC AT 1.00% I I 34-LF OF 6-IN PVC AT 1.00% SD S&G 7.1_ MATCH LINE -AREA 4 - SS -- SS - SS I Area 4 SAN as SS SS SS- - SS SS SS - SS - S GAN N ° MATCH LINE-AREA 2 37 LF OF 6 IN PVC AT 1.00% I APPROVED FOR cn 37-LF OF 6-IN PVC AT 1.60% IEli I IDAHO CONSTRUCTION /1 o I 16-LF OF 6-IN PVC AT 1.00% I I These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC ISPWC SD-506A 16-LF OF 6-IN PVC AT 1.00/0 4-IN CO PER ISPWC SD-506A I I I I I N compliance with Meridian City Standards and O ± / RIM: 2653.44± 4-IN CO PER ISPWC SD-506A I Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) 3-IN IPVC , 4-IN CO PER ISPWC SD-506A SD DI 7.3 IE:2649.70,6-IN PVC RIM: 2652.94± � III 9 P v 9 �i ° and/or construct those facilities in compliance with all Ui RIM: 2653.06± IE: 2648.86, 6-IN PVC SD DI 7.5 25-LF OF 6 IN PVC AT 1.00% III N current applicable federal, state and local laws, rules, N J PVC AT 1.00% IE: 2648.91, 6-IN PVC III regulations, ordinances, development agreements, SD SD T SO 6-LF 6-IN SO �D 23-LF OF 6-IN PVC AT 1.00% 4 specifications, orders or approvals, all of which the City 20213 70-LF OF 6-IN PVC AT 1.00% _ _ ° _ _ _ I retains the right to enforce. inconsistencies not noted by AT 1.00%MIN\ 8-LF 6-IN SD 'i ' I z z ''` 4- � 4D I I City staff shall not be construed as approved unless O LSD DIi2.7 �` 10-LF 6-IN SD $-LF 6-IN SD AT 1.00%MIN 38 LF OF 6-IN PVC AT 1.00% IIIII I specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Draina e P I a n Area 4 0 20' 40' and Specifications before said revision is constructed. C5 . 04 �gName Date ~ :�E Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LIJ IL Sheet Notes: NG Structure Table 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE P STRUCTURE NAME STRUCTURE DETAILS ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF RIM: 2651.43 THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER A RCH ITECTURE • P LANNING • I NTERIORS SO DI 10.1 SUMP: 2648.28 UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT 3 1 0 0 B R I S TO L STREET, SUITE 400 INV OUT: 2649.28 (E) SHOWN ON THESE PLANS.THE CONTRACTOR SHALL DETERMINE THE EXACT COSTA ME S A ,CA 9 2 6 2 6 LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES RIM: 2651.54 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S T 949.756.0818 F 9 4 9.7 5 6.014 5 SO DI 10.2 SUMP:2644.95 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W W W . N G G P A R T N E R S . C O M INV IN: 2646.05 (W) UTILITIES. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY INV OUT: 2645.95 (S) EXCAVATION. 1-800-342-1585. RIM:2651.54 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. SO DI 10.3 SUMP: 2645.08 INV OUT: 2646.08 (N) 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR STORM RIM: 2651.70 DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS SO DI 10.4 SUMP: 2645.23 THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE STORM DRAIN LINE INV OUT: 2646.23 (SW) CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL RIM:2651.48 LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO DI 10.5 SUMP: 2644.89 SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. INV IN:2645.99 (NE) c3 INV OUT: 2645.89 (S) 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR RIM: 2651.48 PRIOR TO COMMENCING WORK. SO DI 10.6 INV IN: 6 5 02 IRR -� - - (SE) 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION INV OUT: 2646.02 (N) POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH r MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND 1 %/►� T H E RIM: 2651.45 r� LENGTHS. SD DI 10.7 SUMP: 2645.34 LAN D - , INV IN: 2646.44 (S) 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED . \ \ \ ❑ - - - - INV OUT:2646.34 (NW) EQUAL. _ � ` � \ , , \❑ � GROUP RIM:2651.70 TLG PN. 120124 SUMP: 2646.30 - - - - - - ❑ _ _ SD DI 10.8 INV OUT: 2647.30 (N) SD DI 13.1 - - - _ -_ _ _ _ p \ I 11 LF OF 6-IN PVC AT 1.00%- - - - - - - - - _ _� - =`�� ` , ( �'B CALLOUT NUMBERS COORDINATED AB RIM:2651.97 Keynotes: TO NUMBERED NOTES BELOW. SD DI 13.2 _ `�_ _ _S CJ 46) SUMP: 2644.53 SO S&G 10.1 INV IN: 2645.70 (N) 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER _ INV IN: 2645.70 (S) SEEPAGE BED 13 - � , \ �� PLAN. Q&-w - _ o •SEE DETAIL 3/C3.50 FOR _ - - - - �� INV OUT: 2645.53 (E) W W ADDITIONAL INFORMATION - - - - - _ \❑- 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/105.50. W w - - =_ ` _ _ _ •95'L x 10'W x 8111 RIM: 2651.91 INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH - a- - •STORAGE VOL:3,040-CF - �� ARCHITECTURAL PLANS. W _ _ - _ _ SUMP: 2644.47 W - = ? _ _ -- _ • TOP OF ROCK: 2650.84' - - - - _ - - - - , - \ W Cr_ W e 12"PERF. PIPE: 2648.12' - _ _ - - _ - - - - ` - \ SD S&G 10.2 INV IN: 2645.64 (N) - - - - � � INV IN: 2645.64 (S) 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 - - L SD S&G 13.1- BOTTOM OF ROCK: 2642.84' - - - , INV OUT: 2645.47 (W) ao ° •BOTTOM OF SAND: 2641.34' \ LSD DI 13.4- - - - 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION F- - - �I - - - - - r, 20-LF OF 8-IN PVC AT 0.40/° - - - - - - - - - ___ _ _ REQUIREMENTS PER SHEET NOTE 3. M O RGAN HOLDINGS & o o w� -� - �Q? - -SD DI13.5, \�\ \ \ STONE HILL o S F- 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN - W - - Structure Table C6.00 24-LF OF 8-IN PVC AT 1.00% p �93-�FOF 95' \ � � � � � � ,\ � \-� ❑ S p 2-IN PERFORATED W\ W z o , 00- 38 Glen Gar Dr., Ste. 200 W �' NDPE 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING Y 17-LF OF 8-IN PVC AT 1.00%� AT 0.00% `� - ` SD DI 1, STRUCTURE NAME STRUCTURE DETAILS PEDESTRIAN H-10 GRATE. PART#2712AG12PL. w � SD=� 4 c,_o\ W � �� 4 Q � spen U / \ SD J \ W W \ \ SD DI 12.1 SUIMP?2645180 ❑ / SD DI 12.1 ° SD �' � J' 7. INSTALL 4"K100 SERIES AGO CHANNEL DRAIN. 30-LF OF 6-IN PVC AT 1.00%� 25-LF OF 8 IN PVC AT 1.00/° 3 ° p O SD S&G 13.2 Qo O slT INV OUT: 2646.80 (SE) 7301 Peak Dr., Ste. 200 / I I SD DI 13.3 27-LF OF 8-IN PVC AT 0.56% -_-4 SD DI 12.2 1, o \\ _ _ 88-LF OF 8 IN PVC AT 1.00%- 54_LF�F8 IN`sS D MH 13 W ❑I �6, RIM: 2651.41 Las Vegas, NV 89128 I \ S SD SD SD 16 LF 6-IN SD �C .L \ O SD 41-LF 6-IN SD _ _ _ AT 1.00%MIN AT r 00% s° W v� oG SD DI 12.2 SUMP: 2645.88 I 38-LF OF 6-IN PVC AT 1.00% AT 1.00%MIN 5-LF 6-IN SD 4-LF 6-IN SD - O / 6-LF 6-IN SO AT 1.00%MIN AT 1.00%MIN RIM: 2650.70 SD S&G 12.1 ® ® ° ° AT 1.00%MIN - o I I ' 17-LF OF 8-IN PVC AT 1.00% J AT LF 6-IN SD r + '' o , s ° 0 ❑ 0 4-IN CO PER ISPWC SD-506A ° 4-IN CO PER ISPWC SD-506A �� SD DI 12.3 ❑ � � RIM:2652.10_ / � SUMP: 2645.7() RIM: 2652.01± I I ¢ INV IN: 2646.85 S I I I I \V II \ / InIE: '649.11, 8-IN PVC ❑ \ ® ] ® IE: 2649.99, 8-IN PVC , 4 INV OUT:2646.75 (E) A \ / D ❑ ❑ I RIM: 2650.70 ® C) , I SUMP: 2645.88 X , °� �° ❑ �' 24-LF OF -IN PVC AT 1.00% SD DI 12.4 INV IN: 2646.98 S I I I \ CIO INV OUT: 2646.88 (W) I / \ I I ® ® ❑�o qLF__ � � � ® ® FS FS I RIM: 2650.62 I \ o \ ❑ ❑ i I SD DI 13.6 SA" SD DI 12.5 INV OUTP2646 97 6"SS I O, RIM: 2650.62 \� SEEPAGE BED 12 ❑ \ 4-IN CO PER ISPWC SD-506A , I RIM: 2652.25± C, SO DI 12.6 SUMP: 2646.10 •SEE DETAIL 3/C3.50 FOR \ 7 IE:264 i I INV OUT: 2647.10 (N) I I ADDITIONAL INFORMATION 9.15,8-IN PVC ❑® ® � � � E , •115'Lx10'Wx9'D _ o o I I 3 •STORAGE VOL:4,140-CF , RIM: 2651.81 - •TOP OF ROCK: 2650.38' \ o I SUMP: 2645.33 I r „ 13-LF 6-IN SD 19-LF 6-IN SD o 17-LF 6-IN SD_ J SD S&G 12.1 INV IN:2646.50 (E) •12 PERF. PIPE: 2646.18 \ ° 4-IN CO PER ISPWC SD-506A a a I � AT 1.00%MIN AT 1.00%MIN AT 1.00%MIN- - INV IN: 2646.50 (NW) o I T •BOTTOM OF ROCK:2641.38' ❑ o I _ , = I INV OUT:2646.33 (S) I \ P RIM: 2652.38 g� I •BOTTOM OF SAND: 2639.88' p \ O 0 e IE OUT: 2650.12, 8-IN PVC (W) I C:) ® ® 95-LF OF 8-IN PVC AT 1.00% z , z o \ ❑ SD SD SD SD1 11 "' m RIM: 2651.15 8-LF 6-IN SD 8-LF 6-IN SD a a 8-LF 6 IN SD MIN ,,, ,,,I SUMP: 2645.33 o I \ % © / AT 1.00% MIN 6-LF 6-I SN D AT 1.00%MIN AT 1.00% a 00 ( ) BUIL NG �� AT 1.00%MIN C SD S&G 12.2 INV IN:2646.50 E \ \ / �� \ / ❑ 0 0❑I �0III „ , I INV OUT: 2646.333INV IN:2646.50 1(N) NOT FOR CONSTRUCTION o I 4-IN CO PER ISPWC SD-506A I REV DESCRIPTION DATE cc I \ / �, ❑ - RIM: 2652.44± I w l ❑� 4 UD IE: 2647.48, 6 IN PVC Structure Table \ I \/ Q o 7-LF 6-IN SD z - - z /\ ❑ AT 1.00%MIN �- tt ., I ' I / \ o ® ® o - o - � I ❑ ❑ - 1 _ I C D 8-LF OF 6-IN PVC AT 1.00% N , 1 17-LF OF 6-IN PVC AT 1.00 STRUCTURE NAME STRUCTURE DETAILS \ � a 35-LF 6-IN SO / D n o o , \ RIM: 2651.32 AT 1.00%MIN o z El 1 SO DI 13.1 SUMP: 2647.96 \ I I I `"" 17-LF OF 8-IN PVC AT 1.00% 1CD INV OUT:2648.96 (E) � I � o � ® � o �Ff n n 1 25-LF OF 8-IN PVC AT 1.00% I SD DI 12.4 7-LF 6-IN SD "' e �� ® ® � RIM: 2651.27 ❑ II I I O SD S&G 12.2/ LO o AT 1.00% MIN rI IT 6-LF 6-o N SD SUMP: 2647.75 ® 4-IN CO PER ISPWC SD-506A AT 1.00% MIN SD DI 13.2 \ I SD DI 12.3,- �❑ ,I 1 I I O SD 4-LF 6-IN SD INV IN:2648.85 (W) 8-LF 6-IN SD � RIM: 2652.21± -O O AT 1.00%MIN AT 1.00%MIN. - IE: 2648.20, 6-IN PVC , I INV OUT:2648.75 (S) 12-LF OF 8-IN PVC AT 1.00% 4 SD LSDEl E71 38-LF OF 8-IN PVC AT 1.00% 110-LF OF 8-IN PVC AT 1.00% C/, \ RIM: 2651.29 \ SD DI 12.5 12-LF OF 8-IN PVC AT 1.00% \ ® ® n o 1 MaLl M SD DI 13.3 SUMP:2647.61 /I v o 24-LF OF 6-IN PVC AT 1.00% 5-LF 0% IN g ) INV OUT: 2648.61 (N) I � I � SD DI 12.6 I _20-LF 6-IN SD � �„ ® o - � AT 1.00% MIN ,r AT 1.00%MIN a RIM: 2651.25 22 LF 6-IN SD BUIL G C) , / UMP: 2647.83 AT 1.00% MIN❑ 12 LF 6-IN SD ElU a- "' / SD DI 13.4 INV SOUT:2648.83 (S) AT 1.00%MIN )] , -59-LF 6-IN SD I u- CD RIM: 2651.51 ❑ ❑ ❑❑ AT 1.00%MIN 5-LF 6-IN SD / p�_ © 2019 Newman Garrison Partners Inc, All rights reserved, \ AT 1.00% MIN J I SD DI 13.5 SUMP: 2648.46 The concepts and drawings are protected under US and 00 International Copyright and intellectual property laws 6 N INV OUT: 2649.46 (S) )� cn I � and cannot be used In any manner without express written 4-IN CO PER ISPWC SD-506A sent, \` L �❑ \ �T I� RIM: 2651.64 con RIM: 2651.68± �` �- ❑ �N ❑ . , \ p I � SD DI 13.6 SUMP: 2648.50 IE: 264904 6-IN PVC I \ X INV OUT: 2649.50 (N) 00 S SEEPAGE BED 10 0 < SEASONS AT MERIDIAN �- 3-LF 6-IN SD �, \ / \ -AT 1.00%MIN • SEE DETNAL INFORMATION ON �❑AIL 3/C3.50 FOR0�� 8-LF 6-IN SD b o "' , RIM:: 2647.7 ADDITIONAL -1 ❑ AT 1.00%MIN SUMP: 2647.98 2700 E. Overland Rd. oo •120'L x 12'W x 8'D ® , II o, SO MH 13 INV IN: 2649.08 (S) Meridian ID 83642 Cr •STORAGE VOL: 4,608-CF )]� -'I,i p o ❑ I INV IN: 2649.08 (N) •TOP OF ROCK:2651.030 INV OUT:2648.98 (W) \ •12" PERF. PIPE:2645.22' n ® ® (] ® ❑�Q C , z . 0 F CO PER ISPWC SD-506A Q° � 9-LF 6-IN SD BOTTOM OF ROCK: 2642.03 � � � � � o I � RIM: 2651.72 •BOTTOM OF SAND: 2640.53 I RIM: 2652.37± , I SUMP: 2647.20 / o } AT 1.00% MIN IE: 2649.32, 6-IN PVC 5-LF 6-IN SD 7-LF 6-IN SD 8-LF 6-IN SO I a SD S&G 13.1 INV IN: 2648.37 (N) / 7-LF 6-IN SD AT 1.00%MIN AT 1.00%MIN AT 1.00%MIN , I ( ) SD DI 10.1 / AT 1.00%°MIN SD DI 10.4 �, INV IN: 2648.37 S 5-LF 6-IN SD `''- N , I o INV OUT:2648.20 (E) 79-LF OF 6-I PVC AT 4.07 SD -� SD Sr AT 1.00%MIN SD SD I RIM: 2651.74 N % S 72-LF OF 6-IN PVC AT 1.00% 71-LF OF 6-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.00% �I �Q \ I SU - 4-IN CO PER ISPWC SD-506A c.3 SUMP: 2647.27 \ SO DI 10.2 RIM: 2652.34± - 25-LF OF 6-IN PVC AT 1.00% I 1 1 5C75 SD S&G 13.2 INV IN: 2648.44 (N) 4 25 LF OF 6 IN PVC AT 1.00% _ IE:2646.81,6-IN PVC _ I SD S&G 10.2 SD DI 10.5 � , I INV IN:2648.44 (E) 00 j� 25-LF OF 6-IN PVC AT 1.00% 19-LF OF 8-IN PVC AT 1.00% "' 1 o INV OUT:2648.27 (W) \ 120' 1 Drainage Plan - SO S&G 10.1 =' 118-LF OF 12-IN PERFORATED HDPE AT 0.00/° v7 , O MATCH LINE-AREA 5 �D SD SU 5U , SU SD SO T O O 3Area 5 MEN M M M M M M M � « « « « « « < M m M APPROVED FOR IDAHO MATCH LINE-AREA 3 / CIO 1 CONSTRUCTION can These'� 1 These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N 14 38-LF OF 6-IN PVC AT 1.00%- - - - - - - ` - - - - - - - 38-LF OF 8-IN PVC AT 1.00% A compliance with Meridian City Standards and p - - Specifications. This review does not relieve the owner, N \ cn engineer, or contractor of the responsibility to design 17-LF OF 6-IN PVC AT 1.00% \ _ , \ I and/or construct those facilities in compliance with all 10-14-2021 (PERMIT SET) 00 4-IN CO PER ISPWC SD-506A ' \ current applicable federal, state and local laws, rules, N W 4-IN CO PER ISPWC SD-506A RIM: 2652.09± W \ I I regulations, ordinances, development agreements, SD DI 1U.6 I specifications, orders or approvals, all of which the City 20213 RIM:2651.71± IE OUT: 2649.98, 6-IN PVC (W) I retains the right to enforce. inconsistencies not noted by O� IE: 2648.67, 6-IN PVC . City staff shall not be construed as approved unless O 44:/I ❑\ - 118-LF OF 6-IN PVC AT 1.00% 22-LF OF 8-IN PVC AT 1.00% I�} specifically addressed in writing by the City. Any - - - - proposed revision to these plans must be submitted for 1-- review and compliance with the Meridian City Standards LLJ Draina e P I a n Area 5 O 2D' 4D' and Specifications before said revision is constructed. C5 . 05 �gName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ IL Sheet Notes: N G Structure Table 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE P STRUCTURE NAME STRUCTURE DETAILS ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF RIM: 2653.20 THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER A RICH ITECTURE • P LANNING • 1 NTERIORS SO DI 11.1 SUMP:2646.94 UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT 3 1 0 0 B R I S TO L STREET, SUITE 400 INV OUT:2647.94 (N) SHOWN ON THESE PLANS.THE CONTRACTOR SHALL DETERMINE THE EXACT COSTA ME S A ,CA 9 2 6 2 6 LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES RIM: 2652.90 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S T 949.756.0818 F 94 9.7 5 6.014 5 SD DI 11.2 SUMP:2647.07 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W W W . N G G P A R T N E R S C 0 M INV OUT:2648.07 (N) UTILITIES. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. RIM: 2653.08 SD DI 11.3 SUMP: 2646.82 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. INV IN: 2647.82 (S) INV OUT: 2647.82 (E) 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR STORM RIM: 2652.86 DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS SD DI 11.4 SUMP: 2646.95 THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE STORM DRAIN LINE INV IN: 2647.95 (S) CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM INV OUT: 2647.95 (W) D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT RIM: 2653.10 SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. SO DI 11.5 SUMP: 2646.75 INV OUT: 2647.75 (E) 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR RIM: 2653.10 PRIOR TO COMMENCING WORK. SO DI 11.6 SUMP:2646.88 INV OUT: 2647.88 (W) 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH �/��r RIM:: 2647.3 MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND �1 ��/�►� THE SD DI 11.7 SUMP: 2647.62 LENGTHS. INV OUT: 2648.62 (E) LAN D 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED . RIM: 2652.23 EQUAL. - GROUP SO DI 11.8 SUMP: 2647.95 INV OUT:2648.95 (SW) TLGPi 120124 RA 1, 4B SUIMP: 2647 26 CALLOUT NUMBERS COORDINATED �PUBLICJ ��XIT 4�J SD MH 11 INV IN: 2648.36 (NE) Keynotes. TO NUMBERED NOTES BELOW. S INV IN: 2648.36 (W) INV OUT: 2648.26 (S) 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. RIM: 2653.51 SUMP:2646.40 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. SD S&G 11.1 INV IN: 2647.57 (E) INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH INV IN: 2647.57 (W) ARCHITECTURAL PLANS. INV OUT:2647.40 (N) 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 \ RIM: 2653.56 SUMP: 2646.33 4. POTABLE/NON POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION -SD DI 13.5 - INV IN: 2647.50 (W) REQUIREMENTS PER SHEET NOTE 3. MORGAN HOLDINGS & � \ \ \ - -\ � ^ \ \ SD S&G 11.2 INV IN: 2647.50 (E) STONE HILL \ \ INV IN:2647.50 (N) 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN INV OUT: 2647.33 (S) C6.00 \ \\SD DI 14.1 \ \ -\ 6. INSTALL NYLOPLAST 12"INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING 38 Glen Gary Dr., Ste. 200 z �� 4 � \ \\ \ \\\ \ PEDESTRIAN H-10 GRATE. PART#2712AG12PL. Aspen, CO 81611 Structure Table 7. INSTALL 4"K100 SERIES ACO CHANNEL DRAIN. �� SD DI 14.2\ \ \ \ 7301 Peak Dr., Ste. 200 SD MH 13 �I ��, o° �;�; �� STRUCTURE NAME STRUCTURE DETAILS Las Vegas, NV 89128 SQ SD 1'00° RIM: 2652.22 _ - - \ �� \ II\P \\ SD DI 14.1 SUMP: 2648.99 o INV OUT: 2649.99 (SE) W, 1 \ \ SEEPAGE BED 14 RIM: 2653.09 I 4 v 1 I • SEE DETAIL 3/C3.50 FOR \ \ a SD S&G 14.1� 1 \ SO DI 14.2 SUMP: 2648.83 \ \ INV OUT: 2649.83 S I ° I I ADDITIONAL INFORMATION \ �\ ( ) � I O 37-LF OF 8-IN PVC A�1.00� \ � •100'L x 10'W x 5'D \ \ � \ 0 I O �� •STORAGE VOL: 2,000-CF \ \ \ RIM: 2653.10 -j 24-LF OF 6-IN PVC AT 1.00% Sp ^ I •TOP OF ROCK: 2651.03' SD DI 14.3 SUMP: 2648.68 �\ I •12"PERF. PIPE: 2648.90' \ �� \ \ INV OUT: 2649.68 (N) FS FS. \1 w 1 •BOTTOM OF ROCK:2646.03' \ \ \ I � � \Sp I\ rOp� II •BOTTOM OF SAND: 2644.53' � � \ � \ \ \ RIM: 2651.94 SAN \\ � \ \\\ \ \ SD DI 14.4 SUMPINV OUT: 2.6494919(SW) SDD113.6 SD DI14.3 �\ \Sp I \\ �\ /� \ \ � � 6"SS I p\ - - �OFr2 I I I G/Rq \\ RIM: 2651.99 � , \ 7N'°FRFpRgT I I I \ I w\ SD DI 14.4 / \ \ \\ SO DI 14.5 SUMP: 2648.73 I F"1 \ W 41-LF OF 6-IN PVC AT 1.00% \ `� INV OUT: 2649.73 (N) 1 q IT�ooi 4�� , , ;O- RIM: 2653.51 I \\ SUMP: 2648.27 3 I I I INV IN: 2649.44 (NW) -IN CO PER ISPWC SD-506A � ' I I I I I \ SD S&G 14.1 INV IN: 2649.44 1 IM: 2652.38_ _ , = I 1 I 43.�FWFSp SD S&G 14.2 �O c� \ INV IN: 2649.44 (S) OUT: 2650.12, 8-IN PVC (W) = = I �• I I I 8,7jvp�C MTR I \ INV OUT: 2649.27 (E) M M F6-INIISID a a Q I I �� I III ATr00, O O \ I • \\ RIM: 2652.45 aT 1.00%MIN a �I 6"SS C0 6"SSI I I I I 6„S co F S SD DI 11.8 I I \ SUMP: 2648.33 c" '� 4-IN CO PER ISPWC SD-506A I 23-LF OF 8-IN PVC AT 1.00% _ I \ SO S&G 14.2 INV IN: 2649.50 (NE) NOT FOR CONSTRUCTION RIM: 2653.78± I I I I I _ 4 1 I \ INV IN: 2649.50 (S) A , I IE: 2651.59, 6-IN PVC I I I I I I 20-LF OF 8-IN PVC AT 1.00% I INV OUT: 2649.33 (W) ± I I I II I I I II 5 00�° I REV DESCRIPTION DATE C v I 156-LF OF 8-IN PVC AT 1.00% � Q� SD SD SD SU 5 SD SD SD 4 O c° 1 7-LF 6-IN D 5-LF 6-IN SO I I I I 7-LF 6-IN SO SD DI 14.5 �QJ AT 1.00�/o MIN AT 1.00%MIN I AT 1.00% MIN �, , 1 17-LF OF 6 IN PVC AT 1.00% 5-LF 6-IN SD 9-LF 6 IN SD ' o 11 AT 1.00%MIN I I I AT 1.00%MIN 1 �W o SO DI 11.7 ❑ I ® 26-LF OF 6-IN AT 1.00\%� SN _ I 11 C� ❑� / �❑ I �� \ SD MH 11 4 , , 1 �� ° o I II I S \ FS L=�j J aLL CIO 1 II II I T C� II El D I \ � 4 0� "'J / \ � / �° 0 1 � e I U cn / �� 7 I � I � I o� Cn / ® ® I I I 10-LF 6-IN SD , C] AT 1.00%MIN 8-LF 6-IN SD i \ I oo CIO ' III n AT 1.00%MIN \ o o / �� ❑ ®' 12-LF OF 6-IN PVC AT 1.00% I C""J e 17-LF 6-IN SD o _ J \ I cQ 2019 Newman Garrison Partners Inc, All rights reserved, N I AT 1.00%MIN 134-LF OF 8-IN PVC AT 1.00%- I / \ I I The concepts and drawings are protected under US and D SD SD SU SD International Copyright and intellectual property laws cn i and cannot be used In any manner without express written I� 4-IN CO PER ISPWC SD-506A I \ \ 1 / consent, IED RIM: 2653.54± 1 \ \ 31-LF 6-IN SD I \I AT 1.00% MIN o IE IN:2649.06,8-IN PVC (S) \ 32-LF 6-IN SD _j I.j� \ IE IN: 2649.06, 6-IN PVC (N) o AT 1.00% MIN 29-LF 6-IN SD 25-LF OF 6-IN U) e IE OUT: 2649.06, 8-IN PVC (E) \ \ \\ AT 1.00%MIN N PVC AT 1.00% 4 \ I I , / SEASONS AT MERIDIAN SD DI 11.6 32 LF 6-IN SD o I �❑ \ _ I 38-LF OF 6-IN PVC AT 1.00% o, IM 1.00%MIN SD DI 11.5 O 9-LF OF 8-IN PVC AT 1.00% I Meridian, ID 83642 2700 E. Overland Rd. �' , �I -!14-LF 6-IN SD \ \ ® I i II * 10 _ I Q I AT 1.00%MIN a \ I� �0 SD S&G 11.2 cn I < �\\ � n ! SEEPAGE BED 11 ® ® ® ° 4-IN CO PER ISPWC SD-506AA� o •SEE DETAIL 3/C3.50 FOR I I z RIM: 2653.66±° '� ' a o ADDITIONAL INFORMATION o O° IE: 2648.92, 8-IN PVC- I a •135'L x 10'W x 9'D b N I III w • STORAGE VOL:4,860-CF SD DI 10.4 �, o D L a- 5-LF 6-IN SD v� \ / z •TOP OF ROCK: 2652.60' 24 LF OF 8 IN PVC AT 1.00% Q Q cn - �� AT 1.00%MIN \� �� I o •12" PERF. PIPE: 2647.24' I 30-LF 6-IN SD \\ \ \ o o� • BOTTOM OF ROCK: 2643.60' C-DW°C •BOTTOM OF SAND: 2642.10' -SD DI 10.5 II z v7 AT 1.00%MIN o � �� 0 5-LF 6-IN SD 5-LF 6-IN SD o \� w W ao AT 1.00%MIN a U) 1 AT 1.00%MIN z \ o I I n \ 11 22-LF 6-IN SD 26-LF 6-IN SD- \ \ \ CID CD AT1.00% MIN oAT1.00% MIN Lj '� I "'� y\ \\\\ I Drainage Plan - ® e 3: M I \ \\ \ MATCH LINE-AREA EllArea 6 SAN I SD�SD �- S \ _ VED FOR 82-LF OF 8-IN PVC AT 1.00% MATCH LINE-AREA 4 ®4 LF 6-IN SD 3 I \ \\ IDAHO CONSTAPPRORUCTION i II c \\ GIRR. �� \ 13-LF 6-IN SD_,--*' 15-LF 6-IN SD 12-LF OF 6-IN PVC AT 1.00% V - ° o I I K \ \ NEWMAN GARRISON + PARTNERS, INC I ° \ 0 AT 1.00%MIN These plans and/or specifications have been reviewed for N C/) / AT 1.00/o MIN AT 1.00%MIN 4-IN CO PER ISPWC SD-506A e 1 I ��I \ compliance with Meridian City Standards and O I RIM: 2653.45± BUILDI r ¢ \ I si e I \ Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 7IE: 2650.16, 6-IN PVC 7 C-") o \ \ 10-14-2021 PERMIT SET � I 4-IN CO PER ISPWC SD-506A I `'� � \ ' � I I \ and/or construct those facilities in compliance with all � � � + 0 IIII 22-LF6-IN SD �� 'z I I current applicable federal, state and local laws, rules, N �N I RIM: 2653.52_ IF 9 V ao I II I� \ regulations, ordinances, development agreements, \ I IE: 2650.86, 8-IN PVC �� I: AT 1.00%MIN u_ \ / I I \ \ / I I I specifications, orders or approvals, all of which the City 20213 I 4-LF 6-IN SD o \ I \ retains the right to enforce. inconsistencies not noted by O) 22-LF OF 8-IN PVC AT 1.00% , � I AT 1.00% MIN \ I �' �� / I Gi�R I \ City staff shall not be construed as approved unless O I ■11I� I. specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards W Draina e P I a n Area 6 C 20� 40' and Specifications before said revision is constructed. C5 . 06 J gName Date ~ Horizontal Scale: 1" = 20' COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS W N G FINISH GRADE VARIES FINISH GRADE 1-FT MIN. COVER MONITORING WELL PER A DETAIL 3 THIS SHEET PERFORATED PIPE SIZE AS NOTED. ' ARCH ITECTURE • PLANNING • INTERIORS (6) -18"x 24"KNOCKOUT PANELS 3100 BRISTOL STREET, SUITE 400 TOP OF ROCK. V MIN. OVERLAP (2X) 1 EACH SIDE COSTA ME S A ,CA 9 2 6 2 6 AASHTO M288 CLASS 2 (4x) 2 EACH SIDE ELEVATION PER PLANS. NON-WOVEN GEOTEXTILE ON SEE NOTE 1 T 9 4 9.7 5 6.0 818 F 94 9.7 5 6.014 5 0 0 0 0 o O o O O O TOP AND SIDES, INSTALL o 0 0 0 0 0 0 o W W W N G G P A R T N E R S C O M 6" MIN. �� ` VISQUEEN OUTSIDE OF 1 o 0 o O O�(� 8'-10-1/2" FILTER FABRIC ON SIDES OF OOOOOOOOOOOOOOO OOOOOOOOOOOO OOOOO SEEPAGE BED CLOSER THAN o 0 0 o OO °O�O 8-3 END CAP 25 FT TO WATER MAINS �� NOTES:1. ALL HOLES FOR INLET/OUTLET PIPES SHALL BE CORE 0 1'' 3 INCH WASHED DRAIN DRILLED. PROVIDE A FLEXIBLE MANHOLE O�jO�j o�jo 0 0 0 o O� DEPTH PER o O�jO�jO�jo�jo�jo CONNECTOR (KOR-N-SEAL OR APPROVED O O O O O O O O O O O O O O O O O O ROCK PER ISPWC PLANS A A SUBSTITUTION). SECTION 801 A r 2. PROVIDE STANDARD MANHOLE FRAME, COVER AND CTI O O O O O O O O O O O O O O O O O O - N RISER PER ISPWC SD-617. CONSTRUCT CONCRETE r �BOTTOM OF ROCK. �� + + COLLAR PER ISPWC SD-616. oo O O o�o�o�o 0�0 �o �o�0000 O 3. COORDINATE WITH SITE GRADING AND DRAINAGE O O O O O O O O O ELEVATION PER PLANS. O o 0 o O O O O O PLAN FOR LOCATIONS OF GRATED INLETS. \0\01% o ��i��i��i�� %�� o i� ��i o ��i��i��i� i��i�i o ��i��ii�� WELL COVER. 8"0 WATERTIGHT 18 OF ASTM C33 ,� �� i��i��i ��%�% FILTER SAND %�� %�� %��%��%��% %�� o �� GALVANIZED STEEL COVER AND 18" FINISH GRADE CANISTER �" ° WELL00 NATIVE FREE DRAINING SOILS. ��%��%� �� o ��%��%�� NATIVE FREE DRAINING �i%i��i� �i�i ii ii ii ii ii ii ii�i ii�i ii�i ��ii�i��ii� PVC CAP, GASKETED (WATERTIGHT) cAP � � � o i�ii�ii�ii�ii��i�i � � �� INLET SIZE AND LOCATION VARY. (2) -24 0 HOLE THRU FOR MANHOLE �� 3 MIN. ✓i��i� �� o � � �� ► r OVER-EXCAVATE TO FREE DRAINING ;�� 5��05/ �i,,�j��j��j��j��j��i o ��i��i��i��i��i��i SOILS. OVER-EXCAVATE TO ��/��/��/��/��/ o ��/��/��/��/��/��/��/��/��/��/��/��/� ��/��/��/�� REFER TO DRAINAGE PLAN TYP.ALL ACCESS. SEE NOTES 2 AND ° �� %� � � � � � � �< ��i �� i� � �i�i�i�i�i�i�i� �� ( ) CC SS S 0 S 3 CONCRETE COLLAR CLASS �� /�►i SOILS PER PLAN (WHERE INDICATED) �i�i��i��, ��,��i��i ��i��i>�ii?�ii%i i ii>�ii>�ii�ii�ii��ii��ii��' FREE DRAINING SOILS PER �� !��%� ��<��!��%��%��% �� \� ° a THE .�/ / / ,i\/A/i� �� yi\ � 3000 (ISPWC 703) PLAN VIEW PLAN (WHERE INDICATED) WIDTH VARIES. PLAN � ` CONCRETE COLLAR IN NON-TRAFFIC AREAS . LAN D SEASONAL HIGH GROUND WATER 0 A SEE PLANS \\ NO. 12 AWG. GALVANIZED . CD FINDER WIRE OAP - GROUP o A/ 6"0 PVC ° ° - a �, 11`� o w / \ A � TLG PN: 120124 PROFILE SECTION A-A _ °° /� �� (ASTM ) 1` ASTM D-3034 SDR 35 WELL a j\\ \/\ THREE 6"0 COILS °\4 caP SAND AND GREASE TRAP. INLET LENGTH VARIES. SEE PLANS O° w /AND OUTLET LOCATIONS VARY. NOTES: � SEE PER PLANS 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCH - w o \� �\ 2 STAINLESS STEEL HOSE CLAMPS ��O O O o O �o o �� CONSTRUCTION AND SHALL VERIFY ALL MATERIALS, LOCATIONS IE IN IE OUT PER ' „ \� AT 3 SPACING. SECURE PLAN VIEW AND SIZES. PER PLANS PLANS T > �\ GEOTEXTILE IN PLACE 1 -� CONCRETE COLLAR IN TRAFFIC AREAS 2. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION _ _ \�\\ \� " ASTM C-33 FILTER SAND �� 24 -�� Cn FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK IS 3 - � w � % cc z FEET. CONTRACTOR SHALL NOTIFY THE DESIGNER ENGINEER + + > a IMMEDIATELY IF GROUND WATER OR BEDROCK IS 0 0 WRAP PORTION OF PIPE IN SAND WITH + 1111111111 it 1111111111111111111111w ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN = ° ° GEOTEXTILE O O o 0 0 o 0 0 0 0 0 o n � T ao ° ° ELEVATION OF ANY INFILTRATION FACILITY. M M ° ° (TYPE 1 PER ISPWC SECTION 2060) (2) #4 REBAR `o HOOPS WITH ° " 3. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY ° 6 0 PERFORATE PIPE MORGAN HOLDINGS & w ° (ASTM D-3035 SDR 35 WITH 6 3/8"0 #4 VERTICALS U U SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. STONE HILL � SECTION SOLID WALL PVC PIPE. EXTEND 1 �� IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS ° HOLES SPACED 3 O.C. FOOT INTO DRAIN ROCK. O O o 0 0 0 0 0 o O O REPORT AND ENGINEER, CONTRACTOR WILL NEED TO BLAST TO ° ° CONCRETE COLLAR - _ 0 3/4"-MINUS, 1.5"-2"DRAIN NOTE: CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR 8-10 n r ROCK, OR ASTM C-33 FILTER 1. CONTRACTOR SHALL NOTIFY THE 38 Glen Gar Dr., Ste. 200 PERFORATED STORM DRAIN PIPE. SIZE REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. 4'-10" y AND ELEVATION PER PLANS. SUMP ELEVATION PER PLANS SAND ENGINEER IMMEDIATELY IF GROUNDWATER Aspen, CO 81611 4. GROUND WATER AND SOIL DATA FOR THIS SITE IS BASED UPON IS ENCOUNTERED WITHIN 3 FEET OF THE PLAN ATLAS's GEOTECHNICAL ENGINEERING REPORT FILE NO. SECTION AA PROFILE 12 PVC END CAP, SOLVENT WELD OR BOTTOM DESIGN ELEVATION FOR ANY B201400g DATED 10-19-2020 AND SUBSEQUENT AMENDMENTS. co GASKETED (WATERTIGHT) INFILTRATION FACILITY 7301 Peak Dr., Ste. 200 Standard Seepage Bed 2 Oldcastle 1000 Gal. S/G Trap 3 Monitoring Well Las Vegas, NV 89128 1 SCALE: NTS Scale: NTS Scale: NTS LID PER PLANS. 6"0 SOLID BRASS BOLT-DOWN COVER WITH00 911 FRAME. COVER TO BE STAMPED"STORM". NOTES: N SEE NOTES 5 AND 6. 1. ALL FITTINGS SHALL BE WATER TIGHT. ,4 2. ALL REDUCING TEES AND COUPLERS SHALL BE ECCENTRIC I� 0yo MECHANICAL PLUG WITH MATCHING INVERT ELEVATIONS. J 8 SQ. 3. ALL PIPE SHALL BE INSTALLED PER ISPWC SD-301 AND 4.5" MINIMUM OF FIVE VE 12 R MAX O.C. PVC PIPE BELOW CUT FLUSH FIBER JOINT PACK SD-302. SPACING (WHICHEVER IS GREATER) #4 � WITH FINISHED GRADE �S1pNAL EN 1 -6 4. ALL PIPE SHALL BE ASTM D 3034 SDR 35 SOLID WALL PVC REBAR VERTICALS. ` �/ ��O\STER�,o G'1�,� (SEE NOTES 5 AND 6) OR AASHTO M 252 TYPE S OR D HDPE (ADS N-12 OR SEE NOTE 2. I iin X IEQUAL). SIZE PER PLAN. SECTION VIEW BUILDING WALL 5. OMIT CONCRETE COLLAR IN CONCRETE PAVEMENT AREAS. TWO 2 #4 REBAR HOOPS. DOWNSPOUT PER a 0 ° ( ) 8"x8"x16" GALVANIZED STEEL PLATE WITH ,� 0/14/2021 p _ o o ° ° ° COORDINATE WITH SITE LAYOUT AND MATERIALS PLAN. SEE NOTE 2. ARCHITECT .Z. T w Q ° ° ° 6. COLLAR, FRAME,AND COVER SHOWN IN NON-TRAFIC CUTOUT MATCHING PROFILE OF DOWNSPOUT. 9TE OF �pP a a 9• PLATE SHALL LIE FLAT ON SURFACE OF FINISHED J a AREAS. INSTALL CLEANOUT PER ISPWC SD 506A IN ALL ��- �� LID PER PLANS. COVER PLATE. SEE ENLARGEMENT. GRADE AND BE ABLE TO SLIDE UP DOWNSPOUT 9ESW•G TRAFFIC� AREAS. FOR MAINTENANCE. DOWNSPOUT SHALL� o 0 z i oo FINISH GRADE PROTRUDE DOWN THROUGH PLATE SO THE 45°BEND ��j 75- I r' PER PLAN PLATE CANNOT BE REMOVED WITHOUT FIRST 60 1 ' MINIMUM OF FIVE (5) OR 20"MAX O.C. WYE FITTING 1,4 SPACING (WHICHEVER IS GREATER) #4 PIPE CUT FLUSH REMOVING DOWNSPOUT. PAINT SIDES AND WITH FINISHED EDGES OF PLATE TO MATCH COLOR OF 12" 4" 12" �� gyp, ��_i�! REBAR VERTICALS. GRADE DOWNSPOUT. SEE NOTE 2. 24"MIN. NOT FOR CONSTRUCTION J ` 611 STORM DRAIN PIPING, EXTEND PER PLAN. PROVIDE APPROPRIATELY REV DESCRIPTION DATE TWO (2) #4 REBAR HOOPS. BEND AND REDUCER 11 SIZED TEE,WYE, CROSS OR REQUIRED FITTINGS 411 ESTABLISHED DEPTH. 11�7 0 0 0 0 PLAN VIEW SEE NOTE 2. AS NEEDED T . SLOPE AT 2.0% MIN. AS NEEDED AT CONNECTION POINT WITH ` NOTES: / MAINLINE STORM DRAIN. i �j 1. TOP OF CONCRETE COLLAR TO BE FLUSH WITH COVER. o 6" > 2. FIBRILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURERS SERVICE LINE PER PLAN > �\ RECOMMENDATIONS) MAY BE USED IN LIEU OF#4 REBAR IN CONCRETE COLLARS. 3. ALL CONCRETE TO BE 4000 PSI (MIN). NOTE: � � TYPE 4. FILTER FABRIC AND ALL SEDIMENT TO BE REMOVED AFTER ALL CONSTRUCTION IS 1. ALL PIPE CONNECTIONS/JOINTS SHALL BE SEALED WATER TIGHT. �\\%� 1 BEDDING MATERIAL SECTION A-A COMPLETE. PROFILE MISSION COUPLER OR APPROVED EQUAL 5. FOR ALL RIMS IN CONCRETE FLATWORK REFER TO DETAIL X/C2.XX. Cleanout Detail 5 Concrete Collar Detail 6 Gutter Downspout Connection 4 Scale: NTS SCALE: NTS Scale: NTS cE) 2019 Newman Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and International Copyright and intellectual property laws and cannot be used in any manner without express written consent, SEASONS AT MERIDIAN 2700 E. Overland Rd. Meridian, ID 83642 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT Drainage Details APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, LU regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ and Specifications before said revision is constructed. C5 . 50 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ IL Sheet Notes: Water Keynotes: Sewer Keynotes: Legend: Plans Are Accepted For Public Street N G 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C3.00 AND IDAHO STATE PLUMBING CODE FOR 1. INSTALL STANDARD 48-IN SANITARY SEWER MANHOLE TYPE A PER W WATER MAIN APPROVED FOR CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION SEPARATION REQUIREMENTS. ISPWC SD-501, SEE PLAN AND PROFILE DRAWINGS FOR MORE Construction IDAHO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 2. INSTALL THRUST BLOCK PER ISPWC SD-403. INFORMATION. SS SS SANITARY SEWER MAIN These plans and/or specifications have been reviewed for P 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE 3. INSTALL 8-IN 11.25-DEGREE MJ x MJ BEND. 2. INSTALL 8-IN SDR 35 PVC GRAVITY SEWER PIPE PER ISPWC DIVISION By stamping and signing the improvement plans,the Registered Engineer ensures the P / P ( ) District that the plans conform to all District policies and standards. Variances or compliance with Meridian City Standards and LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 4. INSTALL 8-IN x 8-IN MJ x FL TEE AND TWO 2 8-IN FL x MJ GATE VALVES. 500, SEE PLAN AND PROFILE DRAWINGS FOR MORE INFORMATION. Specifications. This review does not relieve the owner, ( ) O ( ) SANITARY SEWER MANHOLE waivers must be specifically and previously approved by the District in writing. engineer, or contractor of the responsibility to design EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W13. 3. INSTALL SANITARY SEWER PIPING TO LOCATION SHOWN FOR Acceptance of the improvement plans by the District does not relieve the Registered A RICH I T E C T U R E • P L A N N I N G • 1 N T E R I O R S and/or construct those facilities in compliance with all responsibilities.of these Engineer res FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY FAILURE 6. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W8. FUTURE GRAVITY SEWER CONNECTION, INSTALL STANDARD � FIRE HYDRANT En g p current applicable federal, state and local laws, rules, TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 7. INSTALL 4-IN WATER METER TO 6-IN C900 PVC OUTLET PER CITY OF MERIDIAN STANDARD DRAWING NO.W5, SEE SERVICE MARKER PER ISPWC SD-512, EXTEND TOP MARKER TO regulations, ordinances, development agreements, 3100 B R I S T O L STREET, SUITE 4 0 0 MECHANICAL FOR CONTINUATION INTO BUILDING. BOTTOM CRUSHED BASE IN GRAVEL OR PAVED AREAS AND TO specifications, orders or approvals, all of which the City BY: DATE: COSTA ME SA ,CA 92626 WATER MAIN VALVE retains the right to enforce. inconsistencies not noted by 8. INSTALL 8-IN 45-DEGREE (MJ x MJ) BEND. BOTTOM OF TOPSOIL PLACEMENT IN LANDSCAPE AREAS. ADA COUNTY HIGHWAY DISTRICT City staff shall not be construed as approved unless 9. INSTALL 8-IN 22.5-DEGREE MJ x MJ BEND. 4. CONNECT TO EXISTING SANITARY SEWER MAIN STUB, MATCH specifically addressed in writing by the City. Any T 9 4 9.7 5 6.0 81 8 F 949.756.0145 ( ) BLOWOFF HYDRANT proposed revision to these plans must be submitted for VV W W N G G P A R T N E R S C O M 10. INSTALL 8-IN x 8-IN (MJ x FL) CROSS AND THREE (3) 8-IN (FL x MJ) GATE VALVES. INVERT ELEVATION OF EXISTING PIPE. review and compliance with the Meridian City Standards 11. INSTALL ONE (1) 8-IN (MJ x MJ) GATE VALVE. - THRUST BLOCK and Specifications before said revision is constructed. 12. CONNECT TO EXISTING WATER MAIN STUB AT THIS APPROXIMATE LOCATION. Name Date 13. INSTALL X-IN X 8-IN TEE WITH X-IN GATE VALVE (MATCH CONNECTED LINE SIZE) PER CITY OF MERIDIAN STANDARD DRAWING W11 AND THRUST BLOCK PER ISPWC SD-403. 14. INSTALL 4-IN IRRIGATION SERVICE CONNECTION, METER AND VAULT PER CITY OF MERIDIAN STANDARD DRAWING W5, REFER TO LANDSCAPE DRAWINGS FOR BACKFLOW PREVENTION AND LANDSCAPE IRRIGATION SERVICE. ' I I I I I I I I I I I T HE � WE LAND Cn I N - GROUP c.0 TLG PN: 120124 ' I w I / I I CS I cn TOP FTOP_ = OP _ _ - - -� - - P I I II ` HIJ HHIJ H O e � 0 V 14 / I � s - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - I I a, v � g 13 � 13 1 ' 2 c� 8 M M M M M M M M M M M M M M M M M M M M M M M 2&8 I I I � off' / 1 S ° ° OS OS OS OS 0 0 OS 2 1 1 00 S OS aS OS ° ° "' a - ° - - - I I I MORGAN HOLDINGS & CD 23 LF 8 IN C900 � S Qom/ 1 as 2 STONE HILL % S 7 7 Cn I z o - - - - i I 38 Glen Gary Dr.,r Ste. 200 / I 1 2 I I 7 ® I II Aspen, CO 81611 as Cwn J o 2 7 � II II �,� os 7301 Peak Dr., Ste. 200 L V NV 12 o as a as 89 8 / z 9 1 0 I o II. Co EE Cn N N ---- -- J -- Cn o _ T I ~ / W o O� w W 1 I � � � 4 12 � _ _ L ` U) I ET 2 2 66-LF 8-IN C900 15 s ET � - I I T 7 1 � I _ I I ��. S S I / o o 1 U / ° / 0 U) I 7 7 as - - . J I �, / 6 6 / 2 I 6 ° I I I � •; � "' s�0�14/202 Pao / 13 28-LF 8-IN C900 16-LFF 8-IN C900 1 I 13 0 1 1 13 LUJ o I J9 E OF - - 1 _ 11 1 1 LJ 1 - - - o I / 2 41 LF 8 IN C900 4,')-LF 8 IN C900 235 LF 8 IN C900 366-LF 8 IN C900 1 I I Ivy M M M Ivk 1 M M M M M M Ivl M M 2 Ivl M M -M M M M M M MCn 2&8 r T / 4 2 SS SS SS SS SS SS S 13 SS SS SS SS� SS S SS��5 S , 13 SS S3 SS 2 l O R T H 14-LF 8-IN C900 1 2 I 1 1 � 1VV 0 6-LF 8-IN C900 , S S OS - o / rn 7 6 7 2 I NOT FOR CONSTRUCTION / zqs 2 REV DESCRIPTION DATE CD S 0 / J � n � ° I I 0 o LiV I 1 I I II I n l don o � � I II N o I FFF I 0 I I 0 C3 o _ o 0 0 C3 I o I I I I o = I I � II U (n? ' J C3 I W' ' a CIO - �_ 4L I _� of I II � III I I "' C/) &1 J rt J �� o I c ° I o o I o 0 2 I 7 ° 7 - - U ° _ ° 6 J I I e I I © 2019 Newman Garrison Partners Inc. All rights reserved. - - - - - I v ,• The concepts and drawings are protected under US and 6 6 1 c v International Copyright and intellectual property laws co ' and cannot be used in any manner without express written u_ J' cn I consent, � I 4 11 2 1 I 2 234-LF 8-IN C900 264-LF 8-IN C900 C I E I M M M M M ivl M M M M M M M M M M M M M M M M M M M lvl IV% M- -M M 5 3 2 0 o OS OS -,-OS OS ° ° 13 2 13 0 o OS OS =OS - O 0 0 4 OS OS ° ° QS QS- aS 13 -OS 23. 8 IN C900 I :~' SEASONS AT MERIDIAN 32 LF 8-IN C900_ 51-LF 8-IN C900 o� I 1 ~' S ° ~'. •• 2700 E. Overland Rd. T o - - - - - - - - - - - - - - I .Ra" Meridian, ID 83642 C-) CIDT z ;Z LL. 6 J III 1 ~ �: II- - - - - - - - - - - - 14 - - - - - - - - 111-J `n - - - - - - - - - - - - - - - - - - - - - L/ - J L- - - \ J �r L- o�d 12 `� 1 W - ; F 2 Cn W o AELL �' - - - - J _ 4 I I � � � 3 S S SS � SS S SS SS SS -SS SS SS SS SS a� - �- 272 1 ICD 1 �7-672 Ell cn ° ° as ° FUJ /H ,� ° M/H M/H wit/H M/H 1 ~IRR � �- - - - - - - - - - - - - - - - - - °- - T Overall Utility II I N Plan T U) Cn T NEWMAN GARRISON + PARTNERS, INC N O 3 •. • I � T° � N II D I �. -O- 10-14-2021 (PERMIT SET) I III I N II I N 20213 I 0 W I- LLl Overall Utility Plan 0 40' 80' C6 . 00 Horizontal Scale: 1" = 40' COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W Legend: N G W WATER MAIN SS SS SANITARY SEWER MAIN P SF^ SEWER MANHOLE A RCH ITECTURE • P LANNING • 1 NTERIORS FIRE HYDRANT 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 ® WATER MAIN VALVE T 949.756.0818 F 949.756.0145 BLOWOFF HYDRANT WWW . NGGPARTNERS . 00M Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00 2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL UTILITIES FROM THE STUB LOCATIONS SHOWN 3. SEE SHEETS C5.00-C5.06 FOR ALL OTHER UTILITY INFORMATION. Keynotes: 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C3.00. 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET C3.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN �' T H E SO SW3 r1oll WE 3. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN L AN D SD SW3 • - G R O UP 4. CORE DRILL AND CONNECT TO EXISTING SEWER MANHOLE AT ELEVATION TLG PN: 120124 INDICATED, MATCH EXISTING INVERT"IN"SUCH THAT POSITIVE FLOW IS MAINTAINED THROUGH MANHOLE, INSTALL KOR-N-SEAL BOOT TO ENSURE WATERTIGHT SEAL, MODIFY BASE CHANNEL AS REQUIRED. MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 u p I ui a =moo — OC r I 47 fSUVV ®� 2 � o o � of zo I I E�(CEPTIOi 12 1 I o 1 ❑ J I I ono C Uj W — Cn c� 1 1 o o C I 1 1 I a I � I IV ❑® \ �I ❑ ❑ 01 ❑ II of 1 I U I � I I cn I I /Iv > s as I II &IV 1 I I I I $ZONAL o II o I /� ��5�t;1STERFO G'1 o o I Cn MM M M M M M M M M M M M M—gnu � T • y ~ 1 0E/1 4/2021 a as o as as as as o o OF 0 v' `4ESW.IV . • - - — — - — — — - - U — - — — — - - —`/�� — - - - - - - �-� -- ,R -- - - - __ - - - --- - - — — Cn nAAi Cn o L — — — — — — — — — —— — \ — — — I 11 �V M I W NOT FOR CONSTRUCTION - - I ISTRUCTURE- (3)C. I REV DESCRIPTION DATE \ AP28n-LQ�BIlII1� W W 1II W EXISTING SSMH C. 1 STRUCTURE �(1) � W W o ' � OF SEWER STUB I I STA: 14+64, 0.00' 60-IN MH PER ISPWC SD-502 I CIO — — — — 1 76.43' RIM: 2651.32± STA: 10+00, 0.00' IE IN:2629.00,8-IN PVC N RIM: 2650.00± 11+00 12+00 377-LF OF 8-IN PVC AT 0.44% 13+00 �14+00 I I 14+ ( ) IE IN: 2631.31, 8-IN PVC (E) 10+00 SS SS SS SSI SS S$ SS $S SS 55 SS SS SS SS 1 � S S I S I /SS SS 87-LF OF EXISTING 8-IN PVCMV I I Y P AT 0.50% (ESTIMATED) 1 IE IN. 2631.31, 8-IN PVC (W) STRUCTURE- (2) (E IE OUT: 2631.21, 8-IN PVC (S) — IN-IN MH PER ISPWC SD-502 I I �S 112g] IT o o aS aS , h STA: 13+76.51 0.00 / R cn cs i 1 �d. C' M/� 7Gt1 M M/H M/H M/ I T - RIM: 2650.30± U 1 I 811P RR _ IE IN: 2629.54, 8-IN PVC N 11 I �- IE- T` T O L- - - - - - - - _ _ _ _ _ _ _ — — — — — — — — — — O. _ _ � � + - - - - - - - - - - - - -- - - - - - - - � � IE OUT:2629.44,8-IN PVC (S) 11 I \ i 8"P � 1 1 ca I I IE- :26 ..95 I 1 92-LF OF 8-IN PVC AT 0.45/o / — — / I \ 1 I IE- T H:2629.0 R G� T © 2019 Newman Garrison Partners Inc. All rights reserved. The concepts and drawings are protected under US and 2655 2655 International Copyright and intellectual property laws WELLS: Sta. 9+00 - 15+50 and cannot be used in any manner without express written consent. HORIZONTAL SCALE: 1" = 30' EXISTING GROUND SURFACE VERTICAL SCALE: 1" = 6' (SHOWNAPPROX.) _ 2650 1-� — 2650 ————————————————————————— ———————— ———————— ———————— ———————— SEASONS AT MERIDIAN 2700 E. Overland Rd. EXISTING 12-IN PVC CROSSING Meridian, ID 83642 2645 STRUCTURE- (1) STRUCTURE- (2) STRUCTURE- (3) 2645 60-IN MH PER ISPWC SD-502 60-IN MH PER ISPWC SD-502 EXISTING SSMH STA: 10+00, 0.00, STA: ???, ???'??? STA: 14+64, 0.00, RIM: 2650.00± RIM: 2650.30± 5 .3 ± IN: 2631.31, 8-IN PVC (E) IE IN: 2629.54, 8-IN PVC (N) IE IN: 2629.00, 8-IN PVC (N) Plans Are Accepted For Public Street IE 2640 IE IN: 2631.31, 8-IN PVC (W) IE OUT: 2629.44, 8-IN PVC (S) 2640 IE OUT: 2631.21, 8-IN PVC (S) Construction By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or 2635 2635 waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: DATE: 377-LF OF 8-IN PVC AT 0.44% 2630 ADA COUNTY HIGHWAY DISTRICT 2630 Wells SSWR P&P 87-LF OF 8-IN PVC AT 0.50% 2625 (ESTIMATED) APPROVED FOR 2625 IDAHO 9 00 9+50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15+00 15 50 CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and p Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 Wells SSWR P&P retains the right to enforce. inconsistencies not noted by Cn 0 30' 60' City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards L Ll Horizontal Scale: 1" = 30' and Specifications before said revision is constructed. C6 . 01 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W Legend: N G W WATER MAIN SS SS SANITARY SEWER MAIN P 0 SEWER MANHOLE A RCH ITECTURE • P LANNING • 1 NTERIORS FIRE HYDRANT 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 ® WATER MAIN VALVE T 949.756.0818 F 949.756.0145 BLOWOFF HYDRANT WWW • NGGPARTNERS C 0 M Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00 2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL UTILITIES FROM THE STUB LOCATIONS SHOWN 3. SEE SHEETS C5.00- C5.06 FOR ALL OTHER UTILITY INFORMATION. Keynotes: 1. POTABLE WATER MAIN CROSSING -SEE SEWER NOTE NO. 2 ON SHEET C3.00. 2. POTABLE/NON-POTABLE SERVICE CROSSING -SEE SEWER NOTE NO. 3 ON SHEET C3.00. Idw 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIANWM T H E SD SW3 I L AN D 3. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN . SD SW3amog.—A G R O U P 4. CORE DRILL AND CONNECT TO EXISTING SEWER MANHOLE AT ELEVATION TLG PN: 120124 INDICATED, MATCH EXISTING INVERT"IN"SUCH THAT POSITIVE FLOW IS MAINTAINED THROUGH MANHOLE, INSTALL KOR-N-SEAL BOOT TO ENSURE WATERTIGHT SEAL, MODIFY BASE CHANNEL AS REQUIRED. ao N ❑ 0 II II � � � as�,o �� I / I j Cn� I� I � / MORGAN HOLDINGS & STONE HILL 0 0 0 IN Eo, 1 1 I F11111111111 38 Glen Gar Dr., Ste. 200 1 C I Aspen, CO 81611 ®I I I I 7301 Peak Dr.,° o o � L V NV 8 1200 rd a e O I I as eggs, 89 8/ 1 g �, I — i _ INN + �, �, CD o I CD CJD 1[110%siinni"m A Ll A �, \ I I ° o III I � — o °1 � � \ �I IIII o ° o ® ' OS o _ T n I I v� STRUCTURE- (6) ❑ I I I "1 OS �„ I! I II II -- o STRUCTURE- (5) Q 60-IN MH PER ISPWC SD-502 � _ ® ® _-® I `� AL-AZ U) 0 60-IN MH PER ISPWC SD-502 t t STA: 12+88, 0.00' - I OVAL STA: 10+24.54, 0.00' z RIM: 2651.54± \ SZ Ely III �S wSTER �r IIIII RIM: 2652.84± O O °L. IE IN: 2633.00, 8-IN PVC (E) OS OS IE IN: 2634.29, 8-IN PVC (E) - �� IE IN: 2633.00, 8-IN PVC (N) IE OUT: 2634.19, 8-IN PVC (W) IE IN: 2633.00, 8-IN PVC (S) - S EITT IE OUT: 2632.90, 8-IN PVC W - - J 10/14/2021 IIIII 8-IN PVC �I I I I T ( ) IE:2634.40 0 11+00 263 LF OF 8-IN PVC AT 0.45°k 12+00 0 0 13+00 I I 14+00 _ I I I I 92 LF OF 8-IN PVC AT 0.45% �'�qTe of \oP�° SS SS + . 354-LF OF 8-IN PVC AT 0.45/°- o `��ESW.G 16+00 CZ) 16+75 J S �� SS SS SS-� SS SS-�-S SS SS SS S '5S ° SS�— SS�—SS\ o+ SS SS 25-LF OF 8-IN PVC AT 0.45%� - T - \- \ r I 8-IN P� o o OS OS o o OS M-�MI- STRUCT RE- (1)- M M IE: 2631 IIIII I OS OS � 160-IN MH PER ISPWC SD-502' III I as C ® STA: 16+41.68,0.00' I a I IIIII = h RIM: 2650.00± � IE IN: 2631.31, 8-IN PVC (E) � NOT FOR CONSTRUCTION o _ S OS O O O o IE IN: 2631.31, 8-IN PVC (W) �� t IE OUT:2631.21,8-IN PVC (S) � o I � �:n I IIIII \\ ;f Q" ° - I REV DESCRIPTION DATE - I ACnI I o cc LL. CD n � ® \ _j o - - - - - II- N as OS o ❑ c- CD I o o 0o c� o � I � w -- _I-_ N I T cn — � I A c..) cn � — I � � (IIIII � I � I � I �❑� � � � — � � 1 � �� 2660 2660 MAIN: Sta. 9+50 - 17+50 HORIZONTAL SCALE 1" = 30' VERTICAL SCALE: 1' = 6' 2655 2655 EXISTING GROUND SURFACE © 2019 Newnan Garrison Partners Inc, All rights reserved, —- — (SHOWN APPROX.) The concepts and drawings are protected under US and ——- ---_ -——— ———————— ———— EXISTING GROUND SURFACE International Copyright and Intellectual property laws — and cannot be used in any manner without express written ----- •-- --- (SHOWN APPROX.) consent. 2650 -------- 2650 8-IN PVC CROSSING STRUCTURE- (5) 8-IN PVC CROSSING STRUCTURE- (6) 8-IN PVC CROSSING- --- SEASONS AT MERIDIAN 2645 60-IN MH PER ISPWC SD-502 60-IN MH PER ISPWC SD-502 STRUCTURE- (1) 2645 2700 E. Overland Rd. STA: 10+24.54, 0.00' STA: 12+88, 0.00' RIM: 2651.54± 8-IN PVC CROSSING 60-IN MH PER ISPWC SD-502 Meridian, ID 83642 RIM: 2652.84± STA: 16+41.68, 0.00' IE IN: 2633.00, 8-IN PVC (E)IE IN: 2634.29, 8-IN PVC (E) IE IN: 2633.00, 8-IN PVC (N) RIM: 2650.00± IE OUT: 2634.19, 8-IN PVC (W) IE IN: 2633.00, 8-IN PVC (S) IE IN: 2631.31, 8-IN PVC (IE IN: 2631.31, 8-IN PVC (E)E) 2640 2640 rx IE OUT: 2632.90, 8-IN PVC (W) IE OUT: 2631.21, 8-IN PVC (S) Plans Are Accepted For Public Street 25-LF OF 8-IN PVC AT 0.45% Construction 2635 1 2635 LN 263-LF OF 8-IN PVC AT 0.45% By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or 354-LF OF 8-IN PVC AT 0.45% waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. 2630 92-LF OF 8-IN PVC AT 0.45% 2630 BY: DATE: ADA COUNTY HIGHWAY DISTRICT Main SSWR P&P 262 9 50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16 00 16 50 17+00 17 50625 APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all LU current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 Main SSWR P&P retains the right to enforce. inconsistencies not noted by 0 30' 60' City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LJ Horizontal Scale: 111 — 301 and Specifications before said revision is constructed. C6 . 02 Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LJ 0- Legend: N G W WATER MAIN SS SS SANITARY SEWER MAIN P 0 SEWER MANHOLE A RICH ITECTURE • P LANNING • 1 NTERIORS FIRE HYDRANT 3100 BRISTOL STREET, SUITE 400 ® WATER MAIN VALVE COSTA ME S A CA 9 2 6 2 6 T 949.756.0818 F 949.756.0145 BLOWOFF HYDRANT WWIN . NGGPARTNERS . 00M Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00 2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL UTILITIES FROM THE STUB LOCATIONS SHOWN 3. SEE SHEETS C5.00-C5.06 FOR ALL OTHER UTILITY INFORMATION. Keynotes: 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C3.00. 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET C3.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN \\ ��/ SD SW3 _ ��.- T H E 3. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN LAND SD SW3 . 4. CORE DRILL AND CONNECT TO EXISTING SEWER MANHOLE AT ELEVATION - GROUP INDICATED, MATCH EXISTING INVERT"IN"SUCH THAT POSITIVE FLOW IS MAINTAINED TLG PN: 120124 THROUGH MANHOLE, INSTALL KOR-N-SEAL BOOT TO ENSURE WATERTIGHT SEAL, MODIFY BASE CHANNEL AS REQUIRED. / — 8Q❑�J Q n n CDa, ml I I - IIYI N F J a a s s s o o � IF= — ° o o s o r ®� ��° ❑ � I o ® cn 0 /,// %�/ o Q� ❑ I o a - `� MORGAN HOLDINGS & / So � I L li s ® � , j I ❑ 00 ❑ S� ❑ I I V � I I^ STONE HILL zo as as -- I LLas - — _ _ 38 Glen Gary Dr., Ste. 200 �, rY �� - - Aspen, CO 81611 UU Cn U 2� M AM M nor — M M M M M M M NN___J_ M U.) 0 7301 Peak Dr., Ste. 200 M M M M M M M M M M M M M M M M M M M M M M M M Las Vegas, NV 89128 10+00 11+00 246-LF OF 8-IN PVC AT 0.62% 12+00 I 13+00 ° 14+00 15+00 ° 16+00 17+00 0 18+ 211-LF OF 8-IN PVC AT 0.45%° 125-LF OF 8-IN PVC AT 6.49/° 00 18+60.50 �—S SS—I—SS SS�—SS SS�—SS SS SS SS Ss SS SS—�SS Ss—�--SS S$ S yS SS SS S6 S S STRUCTURE- 44 STRUCTURE- (32) 125-LF OF 8-IN PVC AT 8.11% S ( ) D SS ° SS STRUCTURE- (43) / STRUCTURE- (14) 60-IN MH PER ISPWC SD-502 VC AT 0.61/° 60-IN MH PER ISPWC SD-502 48-IN MH PER ISPWC SD-501 ❑ TR .Q 48-IN MH PER ISPWC SD-50' 0 (6) STA: 17+25, 0.00' / � O STA: 14+75, 0.00' i STRUCTURE- STRUCTURE- 9 ❑ + STA: 18+50.50, 0.00' s STA: 10+17.61, 0.00' 48-IN MH PER ISPWC SD-501 r �S RIM: 2651.23± aS c ' RIM: 2651.85± 60-IN MH PER ISPWC SD-502 RIM: 2651.22± + RIM: 2651.21_ STA: 12+64,0.00 � STA: 16+00, 0.00' IE IN: 2643.24, 8-IN PVC (S) aS aS O'IE OUT: 2644.00, 8-IN PVC (N) O IE IN:2641.21,8-IN PVC (N) RIM: 2651.54± IE OUT: 2643.14, 8-IN PVC N o IE OUT: 2643.80, ( ) 8-IN PVC (S) S a O RIM: 2651.77± CIE OUT: 2641.11, 8-IN PVC (8) as IE IN: 2633.00, 8-IN PVC (E) / IE IN: 2642.26, 8-IN PVC (N) _ _ _ _ IE OUT: 2642.16,8-IN PVC (S) IE IN: 2633.00, 8-IN PVC (N) Jit I o r IE IN: 2633.00, 8-IN PVC (S) I / o ❑ ❑ �- cn IE OUT: 2632.90, 8-IN PVC (W) I o I ® ❑ ❑ IN I II � _� � � � s � �V V o ❑ p I — I ® °�° I ❑ /— �o as — ❑ ti�jllll,i, I — 0 p I 0 ❑ � �® — � �°a � cn III 3 — L E — o I o �l�t lid � o Q WC/) ■ o W o cn ® o U3 o o 00 I � o00 ° o CIO � — �- — � 000 t e _ I I � I CIDa o a s o 0 0 0 0 ❑ I o I — r I N cn �_ __ ^d NOT FOR CONSTRUCTION ��--_ _ I5ot I REV DESCRIPTION DATE _ — I 3 I I I ® I \ ui ,T�JI L 1" I °n°❑ n L\[JIIC11 a ❑❑III \�� 0 2660 NORTH: Sta. 9+50 - 19+00 2660 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2655 2655 EXISTING GROUND SURFACE (SHOWN APPROX.) EXISTING GROUND SURFACE -------- �-- ---- — ----------------- — ----- -----------------�-------- --(SHOWN APPROX.)-- ------------- ------------ ------ ------------ --------2650 — STRUCTURE- (14) STRUCTURE- (9) STRUCTURE- (44) 2650 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STRUCTURE- (32) STRUCTURE (6) 60 IN MH PER ISPWC SD-502 STA: 10+17.61, 0.00' STA: 12+64, 0.00' 48-IN MH PER ISPWC SD-501 8 IN PVC CROSSING 60-IN MH PER ISPWC SD-502 STA: 17+25, 0.00, RIM: 2651.77± �6-IN PVC CROSSING RIM: 2651.85± STA: 14+75, 0.00' IE IN: 2642.26, 8-IN PVC (N) + RIM: 2651.22± IE OUT: 2643.80, 8-IN PVC (S) RIM: 2651.23± RIM: 2651.54± 2645 IE OUT: 2642.16, 8-IN PVC (S) IE IN: 2641.21, 8-IN PVC (N) IE IN: 2643.24, 8-IN PVC (S( ) 2645 IE IN: 2633.00, 8-IN PVC (E) 8 IN PVC CROSSING IE OUT: 2643.14, 8-IN PVC N IE IN: 2633.00, 8-IN PVC (N) 125-LF OF 8-IN PVC AT 0.61% IE OUT: 2641.11, 8-IN PVC (S)246-LF OF 8-IN PVC AT 0.62% IE IN: 2633.00, 8-IN PVC (S) 211-LF OF 8-IN PVC AT 0.45% IE OUT: 2632.90, 8-IN PVC (W) STRUCTURE- (43) 60-IN MH PER ISPWC SD-502 2640 N11I STA: 18+50.50, 0.00' 2640 © 2019 Newman Garrison Partners Inc. All rights reserved. O 51.21 The concepts and drawings are protected under US and Intr25'�F pF8 �F 8\NQvc F�8 IE OUT: 2644.00, 8-IN PVC (N) and cannot iabe used in any manner c without tuat oexpressa written consent. TO 49% 2635 2635 SEASONS AT MERIDIAN 2700 E. Overland Rd. 2630 2630 Meridian, ID 83642 26259 50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16 00 16 50 17 00 17 50 18 00 18 50 19 00625 North SSWR P&P 0 30' 60' Horizontal Scale: 1" - 30' North SSWR P&P APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and p Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by Cn City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LJ and Specifications before said revision is constructed. C6 . 03 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W GIRR 06 N5-FT SO.BOX PER ISPWC SD-619 Sheet Notes: STA: 10+00 RIM: 2653.20± 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET SUMP:2647.33 C1.00. IE IN: 2649.33, 18-IN PVC (E) EXISTING IRRIGATION STRUCTURE IE OUT: 2649.33, 18-IN PVC (W)(WATERMAN GATE REQUIRED) 2. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. 10+00 IE OUT: 2649.33, 18-IN PVC (S)(WATERMAN GATE REQUIRED) STATIONING IS GIVEN TO THE CENTER OF STRUCTURE UNLESS A R C H I T E C T U R E • P L A N N I N G • I N T E R I O R S NOTED OTHERWISE. 9+79.50 - GIRR05 3100 BRISTOL STREET, SUITE 400 _ 4-FT SQ BOX PER ISPWC SD-619 COSTA ME S A CA 9 2 6 2 6 18-IN PVC � - - � 3. CONTRACTOR SHALL ASSURE A MINIMUM OF 24"OF COVER IS -� STA: 11+97.87 IE: 2649.12 - PROVIDED FOR ALL NEW PIPING UNTIL FUTURE ROADWAY AND T 9 4 9.7 5 6.0 81 8 F 949.756.0145 \ 21° - - - RIM:2653.10± 8-LF OF 18-IN PVC AT 2.63% r 1+00 BUILDING SITE PACKAGES ARE CONSTRUCTED. ESTABLISH = $3.2 � SUMP: 2647.57 W W W N G G P A R T N E R S C O M LF OF 18 �N PVC O COVER OVER PIPE BY CONSTRUCTING 5-FT WIDE EARTHEN IE IN: 2649.57, 18-IN PVC E AT 0.12% _ BERM CENTERED OVER PIPE AND SLOPE DOWN TO ADJACENT \ -_ _ IF OUT: 2649.57, 18-IN PVC (W) GROUND AT 3:1 MAX. COMPACT TO 95%IN ACCORDANCE - - --- L - - 12+00 - _ _ -- -= _ I�q WITH AASHTO T 99: METHOD A. REFER TO PID STANDARDS 37-LF OF 18-IN PVC AT 012% - - - -- --85.9°= -- ` DI'F AND SPECIFICATIONS SECTION 1204.02.03 FOR ADDITIONAL 18-IN PVC\ 2 ` - - - - - - 85.4° INFORMATION. ICE: 2649.29 .10+42.62 13+0� UBLI�� EXL? 4 W- 6J 4. ALL KEYNOTES MAY NOT BE REPRESENTED ON THIS SHEET. \ -W Keynote.. IN `_ - RR V \ \ W ` - I I \ \ f- - - - - - w - - - -- \ - _ _ r4,�oo GIRR 03 1. INSTALL INLET STRUCTURE PER DETAIL 1/C7.50. 0 - - - _ 4-FT SO BOX PER ISPWC SD 619 0 r46CF S STA: 14+90.51 2. DAYLIGHT PIPE AT EXISTING DITCH AND MATCH EXISTING DITCH I,y �, � DF r _ 1 I D=� W \ \ 8�lV p[V/D RIM: 2653.66± FLOWLINE PER DETAIL 1/107.00. r ° �� SUMP: 2647.92 SD �� \\ 2i� �� \ IE IN:2649.92, 18-IN PVC (SE) 3. INSTALL 60-IN DIAMETER WET WELL&60-IN DIAMETER PUMP SD W �� \ IE OUT: 2649.92, 18-IN PVC (W) CHAMBER. PLEASE SEE DETAIL 2/C7.00 AND IRRIGATION PLANS 0 W I \ I Jp � 85. rs'`O FOR MORE INFORMATION. o SD o 40 �`� = THE 87.1 I 2665 2665 LAND I o W GRAVITY 2: Sta. 9 50 - 11 +50 • q - - GROUP I I � I I III 66�FO't q0r qr ° rs GIRR 02 HORIZONTAL SCALE: 1" = 30' o 4-FT SQ BOX PER ISPWC SD-619 TLGPN: 120124 X VERTICAL SCALE. 1 - X G o STA: 16+56.34 2660 2660 _ I 20 RIM: 2653.84± \ F FS \ Sp \I \ I \III _ �� \ rqq SUMP: 2648.12 / \ 1 0 I _ - �� I \ II�\ - y IE IN: 2650.12, 18-IN PVC (S) I \ \ IE OUT: 2650.12, 18-IN PVC (NW) EXISTING GROUND SURFACE 2655 2655 (SHOWN APPROX.) � \ I � \ � W �'' - 64° 37-LF OF 18-IN PVC AT 0.12% L - - J IIII I �,�, �� `� r 2650 MATCH EXISTING DITCH 2650 0 FLOWLINE (SHOWN APPROX.) I I 6"SS 6" $ 6"S o CD GIRR 06 "' I I I 5-FT SQ BOX PER ISPWC SD-619 1 ` sTA. 10+00 MORGAN HOLDINGS & I' / I I \\ IIII I �� I TI 2645 RIM: 2653.20± 2645 STONE HILL IIsd i i iS SIA k SID S I SUMP: 2647.33 � I I IE IN: 2649.33, 18-IN PVC (E) �' \ I I I \ o D I I I IE OUT: 2649.33, 18-IN PVC (W)(WATERMAN GATE REQUIRED) 38 Glen Gary Dr., Ste. 200 41 2640 IE OUT: 2649.33, 18-IN PVC (S)(WATERMAN GATE REQUIRED) 2640 I III \ 10 5o Aspen, CO 81611 / \ / \ / I I IIII \ 9450 10 00 11 00 11 50 \1 o I/ I III I I CD C v I / III 1111 i I v I o 7301 Peak Dr., sD - D / I I III F I N I L V NV Ste. 00 III I 1 r as eggs, 89128 IF / i I I I \ / o I \ / I < GIRR PROFILE , III IV 1 > 1 z_ Scale: V=30' U \ I IIII C)L _ _ \ C 1 SD I SD SD 10 / \ I g 3: I/ I N 00 v - I 2665 2665 I v o I GRAVITY 3: Sta. 94.00 - 11 +00 \ r /I 71 0 \I HORIZONTAL SCALE. 1 = 30 / \\ / I I VERTICAL SCALE: 1' = 6' 2660 2660 GIRR INLET BOX-01 5-FT SQ INLET STRUCTURE ° == 9-LF OF 10-IN PVC AT 0.00% "' I "' I = �_�� / I I \/ PER DETAIL 1/C7.50 \ I S I SD ��_ I I I I STA: 10+00 15-LF OF 10 IN PVC AT 0.00% G 2655 L R INLET BOX-01 X , �I \\\\ 5-FT SQNET STRUCTURE I I / I I 2655 SUMP. 26 .1± I4� M) PER DETAIL 1/C7.50 IE OUT: 2650.41, 18-IN PVC N co C 771 I "' o = STA: 19+00.96� 1 (WATERMAN GATE REQUIRED) RIM: 2655.16± 1 �� IE OUT: 2648.06, 10-IN PVC (S) o SD SD SD-�- SD SD o o SUMP: 2646.06 2650 2650 (WATERMAN GATE REQUIRED) T I IE OUT: 2650.41, 18-IN PVC (N) I I 88 80, GIRR MH 02 R S D , 19+00 GIRR MH 01 60-IN MH WITH FLAT LID o 1 IE OUT:2648.06, 10-IN PVC (S) GIRR MH 01 - - �� -o V 1 48-IN MH WITH FLAT LID 48 IN MH WITH FLAT LID PER DETAIL 1/C7.60 U 10+00 1 PER DETAIL 1/C7.60 STA: 10+24 °„ = I 10 I PER DETAIL 1/C7.60 I � STA: 10+09 RIM: 2655.00± I � I STA: 10+09 2645 2645 3 NOT FOR CONSTRUCTION RIM: 2655.00± RIM: 2655.00± SUMP: 2644.50 I GIRR MH 02 r\;10+24 SUMP: 2646.00 SUMP: 2646.00 IE IN: 2648.06, 10 IN PVC (N) /I S D D I \ I 60-IN MH WITH FLAT LID \ I I IE IN: 2648.06, 10-IN PVC (N) IE IN: 2648.06, 10-IN PVC (N) REV DESCRIPTION DATE F I PER DETAIL 1/C7.60 1 III ,� IE OUT: 2648.06, 10-IN PVC (S) c IE OUT: 2648.06, 10-IN PVC (S) `nn STA: 3 RIM: 2655.00±_ 1 L 2640 9 50 10 50 2640 A I / + 9400 10 00 11 00 I ,.• SUMP:2644.501 V �I IW III GIRR P&P 30' 60' Horizontal sale: 11' = 301 GIRR VALVE VAULT & WET WELL PROFILE 2 Scale: 1 =30' 2665 2665 GRAVITY: Sta. 9+50 - 20+00 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2660 2660 EXISTING IRRIGATION STRUCTURE STA: 9+79.50 © 2019 Newman Garrison Partners Inc. All rights reserved. RIM: 2652.60± The concepts and drawings are protected under US and EXISTING GROUND SURFACE International Copyright and intellectual property laws and cannot be used in any manner without express written 2655 EXISTING IRRIGATION PIPE (SHOWN APPROX.) 2655 consent. r _-_----_ _�� / ---- --- ---- --- -------_ -------------- --------------\ 1 ------- 2650 198-LF OF 18 IN PVC AT 0.12%------ -- __------ 146-LF OF 18-IN PVC AT 0.12% 166-LF OF 18-IN PVC AT 0.12% 245-LF OF 18-IN PVC AT 0.12% SEASONS AT MERIDIAN 2650 REGRADE FLOWLINE TO 2700 E. Overland Rd. GIRR 03 GIRR 02 PROVIDE POSITIVE FLOW GIRR 06 GIRR 05 4-FT SQ BOX PER ISPWC SD-619 4-FT SQ BOX PER ISPWC SD-619 GIRR INLET BOX-01 Meridian, ID 83642 5-FT SO.BOX PER ISPWC SD-619 4-FT SQ BOX PER ISPWC SD-619 STA: 14+90.51 STA: 16+56.34 5-FT SQ INLET STRUCTURE RIM: 2653.20± RIM: 2653.10± 2645 STA: 10+00 STA: 11 RIM: 2653.66± RIM: 2653.84± PER DETAIL 1/C7.50 2645 .10± MATCH EXISTING DITCH SUMP: 2647.33 SUMP: 2647.57 SUMP: 2647.92 SUMP: 2648.12 STA: 19+00.96IE IN: 2649.92, 18-IN PVC (SE) IE IN: 2650.12, 18-IN PVC (S) RIM: 2655.16± FLOWLINE (SHOWN APPROX.) IE IN: 2649.33, 18-IN PVC (E) IE IN: 2649.57, 18-IN PVC (E) IE OUT: 2649.92, 18-IN PVC (W) IE OUT: 2650.12, 18-IN PVC (NW) SUMP: 2646.06 IE OUT: 2649.33, 18-IN PVC (W)(SLIDE GATE REQUIRED) IE OUT: 2649.57, 18-IN PVC (W) IE OUT: 2650.41, 18-IN PVC (N)(WATERMAN GATE REQUIRED) 2640 IE OUT: 2649.33, 18-IN PVC (S)(SLIDE GATE REQUIRED) IE OUT: 2648.06, 10-IN PVC (S)(WATERMAN GATE REQUIRED) 2640 263 s 50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16 00 16 50 17 00 17 50 18 00 18 50 19 00 19 0 20 00635 GIRR P&P APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and p Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, Uj regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by Cn City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ and Specifications before said revision is constructed. C7 . 00 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W N G P A RCH ITECTURE • P LANNING • I NTERIORS 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 T 949.756.08 18 F 949.756.0145 W W W . N G G P A R T N E R S . C 0 M NVIIIIII T H E L AN D GENERAL NOTES: - GROUP EXPANDED METAL LID PER DETAIL 1. STRUCTURES SHALL BE CAST IN-PLACE. ALL PIPE PENETRATIONS SHALL BE FLUSH WITH TLG PN: 120124 TOP OF WALL: 2654.65 2-6" RIM: 2655.00 THE WALL OF THE CONCRETE STRUCTURE. 3/8" EPDXY ANCHOR BOLT 4"LONG 2. PROVIDE A MINIMUM OF 2"OF COVER OVER REBAR (3" IF POURED AGAINST BARE EARTH). SOUTH TOP OF BANK: ±2654.3 WITH 3" MINIMUM EMBEDMENT 3. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC DIVISION 700. FINISH GRADE 4. CONSTRUCT 3/4" CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4" RADIUS TOOL NORTH TOP OF BANK: ±2653.9 �` ON ALL EXPOSED HORIZONTAL EDGES. \\\ \\\\\\\\\\\\ 5. POINT AND PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER HOLES/CAVITIES TO 1-5"x3"08" INTERNAL SUPPORT. AT PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE EXPOSED TO VIEW OR PANEL EDGES OR HINGE BELOW WEATHER. 6 GRATING. COPE VERTICAL LEG AT 6. MIN. WALL THICKNESS IS 8". PROVIDE #4 REBAR ON 8" CENTERS EACH WAY, UNLESS TOP OF INLET ENDS TO ALLOW TO FIT BETWEEN SHOWN OTHERWISE. REFER TO DETAIL GENERAL NOTE 8 FOR DITCH BACKFILL WALL: 2651.67 7. WATERSTOP SHALL BE INSTALLED AT ALL COLD JOINTS. WATERSTOP IN FLOOR/WALL CONCRETE WALLS COLD JOINTS SHALL BE 6-INCH WIDE RIBBED CENTERBULB PVC WATERSTOP OR A r + + + + + + + + + + HYDROPHILIC STRIP BENTONITE BASED WATERSTOP CETCO RX102 FOR WALLS UP TO BOTTOM OF EXISTING DITCH: ±2651.78 +++++ ++++++ STEEL REINFORCEMENT. 6-INCH THICK AND CETCO RX 101 FOR WALLS 8-INCHES AND LARGER. RUBBER PIPE .++++++ ++++.. . riv Co SEE DETAIL NOTES. GASKETS SHALL BE PLACED AROUND ALL PIPE PENETRATIONS PRIOR TO CONCRETE +++++++++++++ +++ ++++++ _ + CONCRETE WALL PLACEMENT. MORGAN HOLDINGS & + + + + + + + + + + + r7� + + + + + + °' 8. STRUCTURE BACKFILL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR AS EXTEND 12-IN DEPTH OF D50=0.5-FT RIP-RAP TO + + ++++++++++* PIPE IE (N): 2650.41 DETERMINED BY ASHTO T99 METHOD A. COMPACTION EFFORT SHALL MEET THE STONE HILL EXTENTS OF WING WALLS AT BOTTOM OF DITCH AND UP +++ ++ ++++++++ ++ REQUIREMENTS OF ISPWC DIVISION 200 SECTION 202 CLASS A COMPACTION. TO TOP OF BANK. FINISH SURFACE/ELEVATION OF RIP-RAP L? + + + + + _ Wall Connection Detail 67 SHALL MATCH UNDISTURBED DITCH PROFILE BEYOND. - + �' + + + + + (NOT TO SCALE) 38 Glen Gary Dr., Ste. 200 + + + + + + + + + + + + + + + + + + + + + `f' o > STRUCTURAL LID NOTE: Aspen, CO 81611 +++++++++++++ +++++++++++ ++ T 1. LIDS AND ACCESSORIES SHALL BE IN COMPLIANCE WITH ISPWC SD-619. + + + + + + + + + + + + + + f + + + + + + + + + + + + 2. LIDS TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE SHEETS ARE USED, + + + + + + + + + + + + + + PIPE IE (S): 2648.06 SEEMS SHALL FALL AT INTERNAL SUPPORTS AND HAVE 2"x1/8" FLAT STEEL AT EDGES.+ + + + + + + + + + + + + _ 7301 Peak Dr., Ste. 200 + + + + + + + + + + + + + 3. EXTERIOR FRAME TO BE 2"x1/8" FLAT STEEL. + + + + + + + + + + + + + + CONCRETE WALL Las Vegas, NV 89128 ++++++++++++++ + + + + + ++ + + + + + SUMP BOTTOM: 2646.06+ N 4. INTERNAL SUPPORTS TO BE Lx3 5" "x3/8" STEEL. SUPPORTS SHALL BE PROVIDED AT ALL LOCATIONS AS SHOWN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + TOP OF FOOTING: + ++ +++++++++++ ++ o WATER STOP AT ALL COLD JOINTS L5"x3"x3/8" INTERNAL SUPPORT. 2645.23 +++++ + + + + (TYP.). REFER TO DETAIL GENERAL f ®` t . •++++++++ NOTE 7 FOR ADDITIONAL INFORMATION. + + .A 1' CONTINUOUS/INTEGRAL 4"DEPTH OF COMPACTED TYPE I PROVIDE CLOSURE POUR TO ESTABLISH FLOOR FOOTING FOR WING WALLS BEDDING PER ISPWC SECTION 305. ELEVATION ABOVE INTEGRAL FOOTING. PROVIDE ROUGH AND BOX STRUCTURE EXTEND 12"BEYOND STRUCTURE. SURFACE AT TOP OF FOOTING FOR SECONDARY POUR. Internal Support Connection Section A-A (NOT TO SCALE) + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++++++++ + + + + + + + + + + + + + +++ ++++++++++++++++++ 10"WATERMAN C-10 CANAL GATE OR + + ++++++ + + APPROVED EQUAL WITH NON-RISING STEM + + + + + + + + + + + + + + + c� + + + T + + + + + + + + + > + + + + + ' + + + + + + + + + + '� + + + + + + + + + o + + + + + + + + + + + + + + _. + + + + + + + + + + � o + + + + + �+++ BENTONITE/SOIL MIX BACKFILL OF ALL DISTURBED + + + + + + + + + + + + + + + + + r + + + + + ++ + + + + + + + + + + + AREAS AT OUTLET STRUCTURE. REFER TO DETAIL + + + �? + + + + + + + + + + ++ + + v'�r + + + + + + + + + + + GENERAL NOTE 8 FOR ADDITIONAL INFORMATION. NOT FOR CONSTRUCTION + + + + + + + + + + + + + + + + + + + + + + + + + �y + + + + + + + + + + + + + + + + + + + + + + + + I - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NOTCH AT CANAL GATES,TYP. PROVIDE REV DESCRIPTION DATE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + FLAT BAR AT ALL CUT EDGES. + + FOOTING (TYP.) + + + + + + + + + + + + . . . . . + + + + ,6', - + + + + + — + * +—+—+++ -� + + + + + + 5'_83' + + + + + + + + + + + + + + 4 + + + + + + + + 6 + + + + APPROXIMATE TOP OF + + + + + + + + + + + + + + o NORTH BANK + + + + + + + + - + + + � � EXTEND STEEL REINFORCEMENT OF -++++ Spa+ Q —f +++ +++++++ +++ INLET WALL MINIMUM OF 18" INTO + + + 5' + + + WING WALL (TYP.). SEE DETAIL NOTES. -+++ + I ++ +++++ INTERNAL SUPPORT SPANNING OUTLET ----------- + + + 12 13" + + WALL BELOW LID PER DETAIL ABOVE + + + + + - A FLOW + + + + + �o + + � — ++++ + — C WING WALL � ��- +11+1+++� A —+ +++++ + GRADE BREAK (TYP.) 18"WATERMAN C-10 CANAL APPROXIMATE BOTTOM + + + + GATE OR APPROVED EQUAL r r r + + + OF DITCH + + + + + 88 •8o WITH NON-RISING STEM + + + + + +++++++++++ r + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + , + + + + + i + + + + + + + + + + + + 1 „ APPROXIMATE TOP OF + + + + + + + + + + + + + 4'_� (TYP.) + + + + + + + + + + + + + + + + + +, + + + + + STEEL REINFORCEMENT. SOUTH BANK + + + + + + + + + 135°(TYP) . + + + + + + ++++++ ++++++ + ++ 04 � + , I 5 91 TYP. + + + + + + +++{ SEE DETAIL NOTES. �� • + + + + + + + + +�; + + + + + + 2 (TYP.)+ + + + + + + + + + + + 8" (TYP.) + + + + + t + + + + /+ + + + + + + + + + + + + + + + + �� + + + + + +/ + + + + + + + + + I I + + + + + + + + + + + + © 2019 Newman Garrison Partners Inc, All rights reserved, + + + + + 9 + + + + + + + + + + + + + + + + + + + + + + j,+ + + + + + + + + I + + + • I T 3"CLEAR The concepts and drawings are protected under US and + + + + + + �,+ + + + + + + + I International Copyright and intellectual property laws + + + + + + . + + + + + + + + + I r� and cannot be used in any Manner without express written + + + + + + + + + + + + + ++ I I 3/8" EPDXY ANCHOR BOLT 4" LONG WITH -� consent, + + + + + + + + + + + + + + + + + + + + + + + + + + + 3" MINIMUM EMBEDMENT(TYP. OF 4) 31 + + + + + + + + + + + + + + o �I + + + + + + + + + + + + + + I J + + + + + + + + + + + + + u_ 00 + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + I I SEASONS AT MERIDIAN + + + + + + + + + + I Lid Detail Headwall Footing + + + + + + + + + + + + + I I 2700 E. Overland Rd. + + + + + + + + Meridian, ID 83642 Plan View Irrigation Inlet Structure GIRR Inlet Box-1 1 Scale: 1"=2' GIRR Details APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by O� City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards w and Specifications before said revision is constructed. C7 . 50 Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS IL J INTAKE VAULT BOX SQUARE N G LID, SEE DETAIL 5/C7.60. PUMP STATION, SEE P RIM: ±2655.00 APPROXIMATE MAX.WATER / - DETAIL 4/C7.60. A RCH ITECTURE P LANNING 0 1 NTERIORS SURFACE ELEVATION LEVEL: / z TYP. #4 REBAR AT 8"O.C. EACH ±2654.00 o WAY 3100 BRISTOL STREET, SUITE 400 12-IN WIDE ACCESS STEPS- / 5'SQUARE (OUTSIDE c RIM: ±2655.00 COSTA M E s A C A 9 2 6 2 6 EPDXY COATED BAR. SPACE I DIMENSION), 6"THICK WALL T 9 4 9.7 5 6.0 81 8 F 949.756.0145 AT 12-IN INTERVALS FOR CONCRETE INTAKE BOX STAINLESS STEEL FLUSH LINE W W W N G G P A R T N E R S C o M 2 � STEEL INTER DEPTH.TYP. I CLEMONS CW100, 18M SCREEN ELECTRICAL CONDUIT AND SERVICE, PER INTAKE. RUN FILTER FLUSH LINE ELECTRICAL ------ AS NEEDED TO PROVIDE INTAKE SCREEN LL, I REQUIRED GPM. TYP. #4 REBAR AT 8"O.C. EACH APPROXIMATE MIN.WATER I z I WAY IF SUPPLY LINE SURFACE ELEVATION LEVEL: � 1/2"STAINLESS STEEL PIPE REBAR PER GENERAL ±2651.50 L INTAKE SCREEN SUPPLY LINE. 6"THICK WALL CONCRETE WET WELL NOTES NO. 5 CD = I SECURE TO VAULT WALL. 7'-3" `/' I INSTALL KOR-N-SEAL BOOT AT PIPE I I 3'-71"TO CENTER 3'-71"TO CENTER INSTALL KOR-N-SEAL BOOT AT PIPE i � a a 2 2 ____ _ - - ---- I PENETRATION TO ENSURE WATER TIGHT _ \ \ �� OF WET WELL OF WET WELL PENETRATION TO ENSURE WATER TIGHT I- ---- __--- - I PUMP DRAIN GRAVEL '� /�� INSTALL KOR-N-SEAL BOOT I o CONNECTIONS. CONNECTIONS. II SUMP, SEE DETAIL �� d d � � WET WELL COVER AT PIPE PENETRATION TO I I 1 I 2/C7.60. \\� a �� i\� 60 I.D.WET WELL ENSURE WATER TIGHT I I �\ -'� CONNECTIONS. d a A �� PUMP SKID APPROXIMATE WATER N a ` a o CLEANOUT COLAR AND LU � �� FILTER FLUSH LINE LEVEL: ±2651.50 a a a LID PER ISPWC SD-506 w LU ice/ 10 IN DIA. PIPE PER C7.00. I I FROM PUMP STATION a L, o '~ /� i� ` 1 5" FILTER FLUSH LINE I IE: 2648.06 IE: 2648.06 Ia I CONCRETE WET WELL 8 C900 PIPE i y �� C900 TO CORRUGATED M CD FLOW I PIPE ADAPTER FITTING _ o o 0 0 6 0'-6" 8"SINGLE WALL i iy ' �I I o =� //�►i PERFORATED PIPE BYT, I I LAND IE: 2648.06 I 3'-0" z V-0" I 10-IN DIA. PVC PIPE. COORDINATE WITH DRAWING C7.00 FOR PIPE LENGTH. I 5' I `� ADS I i ► I . �77 0 N 0'-6" I I BOTTOM OF SUMP: 2"WASHED DRAIN \� \� i i' GROUP 1' . A I 2644.50 (MIN.) ROCK PER ISPWC J o �� \ i TLG PN: 120124 _ __ _ _ _ I DD I SECTION 801 w 1" INTAKE SCREEN 4 •L. - � • �° � � � i� SUPPLY LINE 0'-6" 1 w 1-FT CONCRETE CHAMFER I r 0'-6" �.� --- �� ALL SIDES I. _ I. INSTALL NON-WOVEN \\__--- 6"THICK CONCRETE o DRAINAGE FABRIC ON cc o PAD a • _ « l I M W AGGREGATE BASE COURSE PER •� r-•f -••- J TOP AND SIDES OR z 12-IN DEPTH TYPE I CRUSHED 12-IN DEPTH TYPE I • .. CRUSHED AGGREGATE BASE DRAINAGE SUMP � ISPWC SECTION 802. COURSE PER ISPWC CD PIPE OPEN BOTTOM - GENERAL NOTES: SECTION 802. �' BOTTOM OF SUMP: ±2646.00 �o 1. PROVIDE A MINIMUM OF 2-IN OF COVER OVER REBAR (3-IN IF POURED AGAINST BARE EARTH). 2. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC SECTION 703. co 3. CONSTRUCT 1/2-IN CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4-IN RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES. 4. PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE EXPOSED TO VIEW OR WEATHER. I 5. MIN. WALL THICKNESS IS 6-IN. PROVIDE NO. 4 REBAR ON 8-IN CENTERS EACH WAY, UNLESS SHOWN OTHERWISE. ALTERNATE STRUCTURAL DESIGNS MUST BE APPROVED PRIOR TO 5'SQ. I, CONSTRUCTION. Intake Box & Wet Well I GIRR MH 01 & MH 02 2 Gravel Sump Detail 3 Pump Station Concrete Pad STONE HILL 1 Scale: V=2' Scale: 1"=1' Scale: V=2' 38 Glen Gary Dr., Ste. 200 included as art of the main control panel PLC programming. Aspen, CO 81611 DESIGN SPECIFICATIONS SCOPE OF WORK p p p g g• 2. System Pressure Setpoint 49 DESIGN FLOW RATE: 110 GPM @ 75 PSI Packaged Pump Station supplier shall provide a variable speed Pump Control System 7301 Peak Dr., Ste. 200 MINIMUM POWER: 480 VOLT 3 PHASE submersible turbine pump station complete with pump, piping, / NEMA Rating. The VFD, PLC, and associated electrical equipment 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or A B 14 F 8 2 6 5 valves, sensors, variable frequency drive (VFD), programmable logic shall be mounted in a NEMA 3R enclosure rated for indoor Sleep by Frequency Las Vegas, NV 89128 MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 controller (PLC), UL 508A listed control panel, and all appurtenances installation. To avoid potential water or rodent damage, VFD's 4. System Protection Settings, including fault and warning ITEM NO. DESCRIPTION Size QTY. necessary for a complete and functioning pumping system. The mounted outside the main control panel are not acceptable. y g g g WET WELL COVER PLATE 1 CONTROLPANEL 30x20x10 1 station shall be mounted to press brake formed steel base and pparameters for low flow, high flow, low pressure, high pressure, 1-1/2" FILTER FLUSH 2 FILTER,VAF200 3" 1 enclosed in a powder-coated marine grade aluminum enclosure. The Control Panel Manufacturing & Testing. The pump control panel shall restart trials and restart delay time. 12 3 FLOW SWITCH 1/2" 1 pump station shall be manufactured by a UL QCZJ certified pump be manufactured and listed by a UL508A Panel Shop. The panel 5. Load Factory Default Settings, User Saved Default Settings. 11 4 LEVEL SENSOR/FLOAT SWITCH CAP 1 station manufacturer. shall be UL labeled as an "Enclosed Industrial Control Panel". The 6. Pre-Programmed Start-Up Routines to limit and/or delay starting 7 PRESSURE DIFFERENTIAL GAUGE& Technical Service and Support. The manufacturer shall provide pump control panel shall be completely manufactured, tested and and acceleration of the um to eliminate excessive velocity and 0 0 5 SWITCH 0-15 PSI 1 p programmed prior to delivery to the job site. pump y G E 6 PRESSURE GAUGE 2-1/2" 1 access 24/7 phone support with a factory certified technician. The pressure. It shall also include initial start-up, mainline fill, power 7 PRESSURE TANK 2Gal 1 technician shall have access to all relevant data specific to the pump Documentation. A color wiring schematic and pump nameplate outage and automatic re-starts. M 4 8 PRESSURE TRANSDUCER 1/4" 1 station, including specifications, submittal, shop drawings, information shall be permanently affixed to the inside of the control® D 3" CONNECTION g PUMP,SUBMERSIBLE 10 1 programming, and detailed photos of the system. enclosure. All field terminal connections shall be numbered and g Functions C PLC Monitoring labeled. 1. Pump operating status, total pump run hours, motor frequency, 10 SKID,BENT 48x33 1 Factory Testing. The pump station shall undergo and pass all of the motor amperage 1 11 STAND,SUBMERSIBLE PUMP,FLANGED 3" 1 following system performance tests: Hydrostatic testing that meets Cooling System. The control panel cooling system shall be 10 12 VALVE,AIR RELIEF 1/2" 1 ANSI/HI specifications and standards; Flow testing that meets appropriately sized for the ambient conditions. The cooling system 2. System pressure, flow rate i„ w 13 VALVE,BUTTERFLY,GROOVE,LEVER 3" 1 ANSI/HI 14.6 specifications and standards; and Vibration testing that shall not allow dust, insects or rodents inside the um control panel. 3. Fault Log with time stamps and diagnostic utility. 1 BLOWOUT p g pump p g p g y Qo 14 VALVE,CHECK,SILENT 3" 1 meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values Two sets of spare filters shall be included with the pumping system. 4. Trend Data, with graphic display of system pressure, flow, motor QI � 15 15 VALVE,SOLENOID(CW CLEANOUT) 1-1/2" 1 specifications and standards. The pumping system shall be flow w Q p p p g y Main Disconnect. A service-entrance rated, non-fused disconnect frequency and amperage. Data shall be exportable to MS Excel. L) o AVAILABLE ASSESSORIES (SEE NOTE) tested as a complete unit, which shall include function testing of shall be mounted in the pump control panel and shall isolate all 5. USB port to upload, download of program, and data storage. 0 J pumps, motors, instrumentation, appurtenances, and control panel. UL w A ENCLOSURE,MARINE GRADE ALUMINUM 48x33x32 1 power to the control panel. The disconnect shall include an operating H Z �, PLAN VIEW B INSULATION/SOUND ATTENUATION The results of all tests shall be available to the owner. handle mounted on the control panel enclosure door that is Instrumentation. C HEATER 50OW 1 PRODUCTS mechanically interlocked to prevent entry while the disconnect is in Pressure Gauges shall have a 304 stainless steel case, with bezel 13 -NMP INSERTION FLOW METER the ON position. To prevent damage from vandalism, a disconnect construction. Gauges shall have a 2.5" diameter and be liquid filled. 3 D D or 1 Piping, Valves, Skid Base, & Station Enclosure. external to the um station enclosure shall not be accepted.-BADGER INSERTION FLOW SENSOR pump p Pressure Transmitter(s) shall be constructed of stainless steel and 9 E CW LINE VALVE/1"INTAKE SCREEN SUPPLY 1 Piping. The station piping shall be standard wall pipe with grooved Overcurrent Protection. The VFD bridge rectifiers shall be protected rated for the pump station discharge pressure. F HIGH PRESSURE SWITCH 1 connections. Flanged or welded connections shall not be acceptable. from over current by an appropriately sized circuit breaker. Fuses are NOT FOR CONSTRUCTION E ® G PRESSURE RELIEF VALVE 3/4" 1 Threaded connections between the main piping sections other than not acceptable. Flow Meter. The station shall include a solid state insertion flow H DROP PIPE,HDPE,FIELD CUT-TO-LENGTH 3" 1 at the pump volute shall not be acceptable. meter. Current and totalized flow shall be read at the pump control REV DESCRIPTION DATE DROP PIPE,SS(6"EXTENSION PIPES Lightning & Surge Protection. The Pump Control Panel shall be panel HMI. Paddle type insertion sensors shall not be accepted. cfl 3" 1 Valves. Butterfly style isolation valves--with grooved PUMP c+� AVAILABLE equipped with transient voltage and surge arrestors. PROTECTION connections--shall be included on station suction and discharge Pump Protection Shrouds SCREEN m piping. Flanged or threaded connections shall not be accepted. A Convenience Outlet. The Pump Control Panel shall be equipped with ® Do duplex outlet. Each pump and motor shall be completely encased in a slotted PVC non-slam check valve shall be included on the discharge of each p well casing. Both ends of the shall be thoroughly sealed to ensure pump. An air release valve shall be included, located immediately Variable Frequency Drive (VFD). The VFD shall be appropriately that no water can enter at either end. Water shall only enter the after the pump check valve. sized to meet the FLA (full load amps) required by the pump motor, casing through precision laser cut slots, which will not allow debris Skid. The pump skid shall be made of 1/4" press broke A36 steel. No as stated on the motor nameplate. The VFD shall be manufactured larger than can be passed entirely through the pump. All water welded bases or open rail systems shall be acceptable. by ABB Industrial Systems, Mitsubishi, or approved equal. Initial entering the casing shall pass over, and cool the motor, prior to FRONT VIEW SIDE VIEW start-up and calibration shall be performed by a factory certified entering the pump. Corrosion Protection. The pump skid and appurtenances shall be technician, which shall extend the warranty on the control panel to a WET WELL MATERIAL TITHE: cleaned to bare steel and coated with a baked On powder coating, all total of three (3) years. (SHOWN AS 48 ) �'�. SUBMERSIBLE TURBINE piping including elbows shall be coated inside and out. The pump BY OTHERS (SEE NOTE) PUMP STATION station shall be pressure tested prior to coating. No welding shall be Programmable Logic Controller (PLC). The PLC shall be fully PPS UNLESS OTHERWISE SPECIFIED: PROJECT: _ performed after the pump station is powder coated. programmed prior to pump panel installation. The technician installing DIMENSIONS ARE IN INCHES and programming the PLC is to be factory trained and certified by the RECISION PUMPING SYSTEMS TOLERANCES: LEVEL: 6515 BUSINESS WAY ONE PLACE FRACTIONAL: ±IMAL: ±.10 90% Final Station Enclosure. The pump station enclosure shall be constructed PLC manufacturer. The PLC programming shall be non-proprietary, BOISE,IDAHO 83716 TWO PLACE DECIMAL: ±.05 PART NO: 1S-NJ-VAF-3 of marine grade aluminum modular panels to allow access to all NOT FOR FABRICATION and the complete station programming shall be made available to the 208-323-5300 DO NOT SCALE DRAWING p p g g WWW.gopps.us DRAWN: JWR DATE: JOB: SIZE: B SCALE: NTS SHEET: I of I REV pumps and components by simply removing any panel. The entire owner via a USB drive included with the station control panel. front of the enclosure shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD displaced and replaced by one person for the purpose of servicing color touchscreen. The operator interface shall allow the user to the pump station. The station enclosure shall include a ventilation fan make adjustments to the PLC program locally without requiring any © 2019 Newman Garrison Partners Inc. All rights reserved. additional equipment such as a laptop computer. A VFD control The concepts and drawings are protected under US and (or fans) appropriately sized to adequately cool the enclosedp p p International Copyright and intellectual property laws keypad is not an acceptable substitution for the digital operator and cannot be used in any manner without express written equipment. yp p 9 p consent, interface. The PLC shall have an Ethernet port to enable remote Automatic Filter: The pump station shall include an automatic access. screen filter. The filter shall use suction scanning devices to automatically remove debris from the filter element. The filter shall PLC Control Functions: SEASONS AT MERIDIAN be VAF200 or approved equal. Control logic for filter flush shall be 1. User settable Local or Remote control. 2700 E. Overland Rd. Meridian, ID 83642 Pump Station 4 Scale:NTS 5'OUTSIDE BOX STEEL HINGE 4.83'OUTSIDE LID � 3/4"S.S.ANCHOR BOLTS WITH 4-IN EYEBOLT(SEE NOTE 4). FOR MIN. EMBEDMENT WITH WASHERS LOCKING PROVIDE 2"LONG x 1" o x AND REMOVABLE NUTS. WIDE OPENING IN DOOR LU o FRAME (TYP.) o oL° L5"x3"x3/8"INTERNAL SUPPORT. PIRR Pump ~ CONCRETE WALL ALONG PANEL EDGES BELOW C'0 3/4"S.S.ANCHOR BOLTS WITH CD ~ GRATING. COPE VERTICAL LEG AT 4-IN MIN. EMBEDMENT WITH &) o 1_5"0"08"INTERNAL SUPPORT. WASHERS AND REMOVABLE ENDS TO ALLOW TO FIT BETWEEN CONCRETE WALLS Station Details NUTS. (TYP. OF 2) APPROVED FOR CONCRETE WALL IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N Top View of Intake Box Internal Support Connection Wall Connection Detail compliance with Meridian City Standards and p NOTES: (NOT TO SCALE) (NOT TO SCALE) Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) I 1. LID/DOOR TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE SHEETS ARE USED, SEAMS SHALL FALL AT and/or construct those facilities in compliance with all o INTERNAL SUPPORTS AND HAVE 2"x1/8"FLAT STEEL AT EDGES. current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, 2. EXTERIOR FRAME TO BE 2"x1/8"FLAT STEEL. specifications, orders or approvals, all of which the City 20213 1 3. INTERNAL SUPPORTS TO BE L5"&'08"STEEL. SUPPORTS SHALL BE PROVIDED AT ALL HINGE AND SEEM LOCATIONS. retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless 0 4. PROVIDE 7/16"DIA. EYE BOLT EMBEDDED 3"IN CONCRETE AND EPDXIED. specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ Intake Box Vault Lid and Specifications before said revision is constructed. C7 . 60 �5 Name DateI— Scale: NTS COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS W r I I �t I I Sheet Notes: - 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM - - - - - TRAFFIC CONTROL DEVICES (MUTCD). - - 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND "' INSTALLATION REQUIREMENTS. A RCH ITECTURE • P LANNING • 1 NTERIORS L _ 3. THE LOCATIONS OF SIGNAL POLES, JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE 3100 BRISTOL STREET, SUITE 4 0 0 kP FIELD FOR APPROVAL BY ACHD PRIOR TO INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) COSTA ME S A CA 9 2 6 2 6 C„ I I POLE D WORKING DAYS PRIOR TO INSTALLATION. `n I I COMBINATION SIGNAL&LUMINAIRE POLE T 9 4 9.7 5 6.0 81 8 F 9 4 9.7 5 6.01 4 5 W R3-5R „ I STA: 133+49.06, OFF: 64.34'L 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE W W W N G G P A R T N E R S C 0 M 30"06" I POLE HEIGHT: 35-FT BETWEEN ADJACENT UTILITIES. SAN - SIGNAL MAST ARM: 35-FT LUMINAIRE MAST ARM: 15-FT 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE N.E.C.AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. INSONLY POLE J n POLE E r2200 2300 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, PEDESTRIAN SIGNAL POLE PEDESTRIAN SIGNAL POLE CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF STA: 132+78.01, OFF: 60.68'L OVERLAND RD STA: 133+62.51, OFF: 54.68 L POLE HEIGHT: 12-FT � POLE HEIGHT: 12-FT � � THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cn 1 THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT - - - - - - - - - - - - - - - - - - - - - - - - - - POLE - + E / J - R/W - - - R/W- - - - R/W - - - - RM - - -R/W- - - - R/W - - - - R/W - - THE CONTRACTOR'S EXPENSE. 11 COMBINATION SIGNAL& LUMINAIRE POLE / / °o 22P 81 P EG\ 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC o °o°o °o°o STA: 132+71.34, OFF: 47.93'L / / o000 °° E DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. POLE HEIGHT: 35-FT 21 P / o 31 81 82 SD SD - D��G D - SD SD SD SD O O S[ INSTALL SIGNAL MAST ARM: 50 FT - - - -REMOVE AND SALVAGE EXISTING POLE D - - - - -- - - - - - - - - - -- - - - - - - - 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT LUMINAIRE MAST ARM: 15-FT � COMBINATION SIGNAL&LUMINAIRE POLE G G CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO G G G G G G G - — u G G G G G G G G G G G G G G G \ -STA: 133+73.21±, OFF: 53.19'L± EG G G G - COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT T T T - T T T T T/ T T T T T T - T T T T T ° T �T--T- T POLE HEIGHT: 35 FT T T T T T T EQUIPMENT. o° LUMINAIRE MAST ARM: 15-FTlp ��,�� — — — — — _OHP— — — — -n�' — rNP- — — — —0#P— OHP 23 OHP o ( P OHP� - OHP OHP +' _ _ _ _ _ _ _ _ _ _ — 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED =1 ��//►� T H E -� — — — — — — — — — — 42P E \ E - - - - - -E ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. � WE UGP UGP U P— GP UGP ' UGP UGP UGP PRESERVE AND PROTECT PRESERVE AND PROTECT PRESERVE AND PROTECT 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. LAN D EXISTING OVERHEAD UTILITIES I / EXISTING OVERHEAD UTILITIES EXISTING OVERHEAD UTILITIES UGP • w _ _ w — - GROUP > c - UGP UGP UGP UGP UGP — TLG PN: 120124 co �Zp / I \ o _ Quadrant Diagram: J 1. QUADRANT LOCATIONS AS SPECIFIED ON LUMINAIRE, SIGNAL POLE, PED BUTTON POLE OR SIGNS ARE C/) J Cn W � ESTABLISHED BASED ON THIS DIAGRAM. QUADRANTS RELATE TO PLAN ORIENTATION. QUAD 1 22 Cn Cn 7no QUAD 4 QUAD 2 0 -W W W -W -AAI 21IAIW VIkN� W W W W W W W W — W- -W W W W W W QUAD MORGAN HOLDINGS & Phase Diagram: STONE HILL Cn 132+00 133+00Cn 134+00 38 Glen Gary Dr., Ste. 200 - - - - - - - � - - - — - - - - - 52 — — — -4 — — — — — — — — I- - 12 b — — — - -4 — - - - - - - - I— - 01 05 Aspen, CO81611 01 1 0 � Nosh7301 Peak Dr., Ste. 200 C.Do, SS SS Ss SS SS 02 06 Las Vegas, NV 89128 ss ss ss ss ss ss ss ss ss ss S S SS S SS SS SS SS SS SS SS - SS SS _SS _ �__-- ----� 61 C C W M `�' ititititltlti• iiiiiiiiiiiiiiiiiiii� iiiiiiiiiiiiiiiiiiii� Itltltltltiiii� iiiiiiiiiiiiiiiiiiii� ititititltlti! _ `n 03 07 C/) cn m I i 04 i 1 08 �J I \ � / ��SZ�ST E ERNGl G G G G G G G G G G POLE I G G - I - G G POLE F u G G G G Signal Head Schedule: �� Fo PEDESTRIAN PUSH BUTTON POLE PEDESTRIAN PUSH BUTTON POLE STA: 132+61.52, OFF:43.22'R 42 \ 41 GT T T T T T T POLE HEIGHT: 4-FT\ 62P T T -- 61 P STA: 133+74.21, OFF: 43.68'R POLE HEIGHT: 4-FT O 1 211 ® 1 211 16"PEDESTRIAN J,1 0/1 4/2021 O _ 63 T _ COUNTDOWN ,qTE OF p`Z0 ` POLE B 51 T� T— T O 1211 ® 1211 �`�` ESW." COMBINATION SIGNAL&LUMINAIRE POLE 41 P T POLE A STA: 132+71.91, OFF: 49.37'R 0 COMBINATION SIGNAL&LUMINAIRE POLE G O 1211 1211 1) 5 POLE HEIGHT: 35-FT 0 STA: + . , : . O INSTALL SIGNAL MAST ARM: 45-FT T T T 82P 1336825 OFF 4841'R POLE HEIGHT: 35-FT(EXISTING) 1211 INSTALL SIGNAL MAST ARM: 50-FT O LUMINAIRE MAST ARM: 15-FT rnn Q N`d�U] n O T / TpTLUMINAIRE MAST ARM: 15-FT (EXISTING) T 21 22 23 a]/\ .1�N0 � \ T T ® T� 41 42NOT FOR CONSTRUCTION Z 00£ � ` T 1V IV � GO 41 P 42P � T` T � POLE G ® ® 61 62 63 51 71 61P 62P G 9EX O PEDESTRIAN PUSH BUTTON POLE REV DESCRIPTION DATE POLE H a5 G UGP G GUGP G UGP UGP G T POLEIH HEIGHT: 4-FT 53.03'R ® 81 82 12 52 81 P 82P PEDESTRIAN PUSH BUTTON POLE----- STA: 132+83.25, OFF: 53.80'R POLE HEIGHT: 4-FT IRR IV Traffic Signal Legend: ®® XO SIGNAL HEAD NUMBER EPROJECT NOTE NUMBER CONDUIT RUN NUMBER I v? I WV ® SIGNAL CABINET SIZE 6 TS2-1 &SERVICE PEDESTAL 0 10, 20' JUNCTION BOX(TYPE S40/ADA) ACHD Roadway-Signal Plan Horizontal Scale: 1" - 10' ® JUNCTION BOX(TYPE S45/ADA) SIGNAL HEAD WITH BACKPLATE © 2019 Newnan Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and International Copyright and Intellectual property laws EMERGENCY PREEMPT DETECTOR and cannot be used In any Manner without express written (2 CHANNELS ONLY PER DETECTOR) consent, D= VIDEO DETECTION CAMERA MAST-ARM MOUNTED SIGN SEASONS AT MERIDIAN 2700 E. Overland Rd. PEDESTRIAN SIGNAL HEAD Meridian, ID 83642 - JUNCTION BOX(TYPE S45/ADA WITH RISER) SPLICE VAULT ACHD Roadway - Signal Plan APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and 0 Specifications. This review does not relieve the owner, Plans Are Accepted For Public Street N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all Construction LU current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by By stamping and signing the improvement plans,the Registered Engineer ensures the (j) City staff shall not be construed as approved unless District that the plans conform to all District policies and standards. Variances or O specifically addressed in writing by the City. Any waivers must be specifically and previously approved by the District in writing. proposed revision to these plans must be submitted for Acceptance of the improvement plans by the District does not relieve the Registered w review and compliance with the Meridian City Standards Engineer of these responsibilities. and Specifications before said revision is constructed. C8 . 00 �Name Date BY: DATE: ~ ADA COUNTY HIGHWAY DISTRICT COPY RIGHT 0 2019 NEWMAN GARRISON+PARTNERS W Sheet Notes: SAN _ —I 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). Of) ® 23 —\ i 2 i 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. ARCH ITECTURE • PLANNING • INTERIORS POLE D 1� \ 3. THE LOCATIONS OF SIGNAL POLES,JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE 3100 B R I S T o L STREET, SUITE 400 POLE J N I 13 \� I FG FIELD WORKING DAYS FOR APPROVAL L TO NSTA ACHD PRIOR T INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) COSTA ME S A ,CA 9 2 6 2 6 POLE E \ RAW R/W T 949.756.0818 F 949.756.0145 / I 12 / I 1 � FG 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE W W W N G G P A R T N E R S C 0 M 14 1 9 \F BETWEEN ADJACENT UTILITIES. / o I I I SD 6 SD -S D 12 0000 2 M 1 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE 0ono POLE C 28 I I — N.E.C.AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. / I 0000 G G G G G G G G G G G G - I I G I G G \G G G G G — / 0 0 I L \ 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, 00000 r T� T T T T T T T T T- 'I T �T T T T T CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF OHP OHP 0 OAP OHP 5 OHP 1 THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS / 28 \ 12 __ — — — — — THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH / ——————————— ————— ———————— ————— 2 ———— 23 \ UGP ————UGF_——— U P———— GP — — UGP ————UG P — — —— THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT / 2 14 ——— — \ 3 THE CONTRACTOR'S EXPENSE. / 27 4 I 30 G G G G G G G G G / _ \ °°°°°°°^°° U„ \ 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC i \ \ Cn w 29 \ 1 4 E DEPARTMENT AT LEAST TWO (2)WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. - T T T TL T T T T- I 'A I \\ I 6 I 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT POLE C 1 POLE D i I — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — 3 — — — —1 — —011— — — — — — — — — — — — - CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO - OHP HP 13 OHP OHP OHP 1 I I COORDINATE THE SALVAGING, DISPOSAL,AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT UGP UG N I EQUIPMENT. � 22 1 I �►� //�.�„ —— —————————————— 0 0� 5 I -�°�° 9 � � I 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED �1 ��//►� THE UGP UGP — UC I 8 1 ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. r -- — — --------- I �- I I I 00oo cir 29 I LAN D 6 I 0000 i � 30 1 i PM- 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. . 0000 0 0 0 OOOOOOOOOo � I �. � I — - GROUP 0000000000 = I I I I ■ TLG PN: 120124 27 I I 1 I 1 1 Traffic Signal Legend. 1 I W W W W W Cn� W W W W W W W W W W W- X SIGNAL HEAD NUMBER 1 �X PROJECT NOTE NUMBER Signal Pole C - Area Detail Signal Pole D - Area Detail 133+00Cn — — — I i — — —134 00 - CONDUIT RUN NUMBER Scale: NITS 2 Scale: NTS ONO—-t-IiIIIIIIII 1 SIGNAL CABINET SIZE 6 TS2-1 &SERVICE PEDESTAL cn I I Cn I JUNCTION BOX(TYPE S40/ADA) I _SS S SS SS SS S SS SS SS SS SS — SS — SS SS SS SS SS JUNCTION BOX(TYPE S45/ADA)SS TI ® MORGAN HOLDINGS & il� G G G G 1 G G G - I 1 i �� SIGNAL HEAD WITH BACKPLATE CIO STONE HILL I I 30 = I EMERGENCY PREEMPT DETECTOR 38 Glen Gary Dr., Ste. 200 1 1 1 (2 CHANNELS ONLY PER DETECTOR) Aspen, CO 81611 G G G G G G�� G - 1 — _ I � 30 D= VIDEO DETECTION CAMERA 22 I \ 1 I 1 7301 Peak Dr., Ste. 200 12 \ I 1 1\ -� 1 MAST-ARM MOUNTED SIGN Las Vegas, NV 89128 U I 22 T T T T, T T T �.POLE A l I 1 12 \ � 1 I � PEDESTRIAN SIGNAL HEAD \ T—s�— 3 '� g - ----- 7 12 3 T T I \ � � \ I JUNCTION BOX(TYPE S45/ADA WITH RISER) � _ I �� 1 � � — — AD — - - 1 — / \ G G G G G G A _ � SPLICE VAULT Ae T 1 T\ 12 cn I 1 POLE T \ I \ I 1 T _ T __ 3 1 T POLE A ——3S7___ I � POLE I — — — T� T —T 0 Keynotes:B 21 - -- 1. REMOVE AND DISPOSE EXISTING JUNCTION BOXES. T— / E E I __ _ 12 2. REMOVE AND DOSPOSE EXISTING DETECTION LOOP JUNCTION BOX. T_-_ POLE B —_ _ — / 3. CONNECT TO EXISTING CONDUIT THIS APPROXIMATE LOCATION. T T — — __ 1 \ ` 4. REMOVE AND DISPOSE EXISTING CONDUIT RUN AS ENCOUNTERED DURING CONSTRUCTION. I� T ------ T j T �' � T 21 — — _ 7 / 5. PRESERVE AND PROTECT EXISTING UTILITIES THIS APPROXIMATE AREA. ip14AL T T T T T` POLE H T�T` POLE G 12 / / 6. REMOVE AND SALVAGE EXISTING COMBINATION SIGNAL&LUMINAIRE POLE TO ACHD. �"��\ST- G'1 T T�� 7. REMOVE AND SALVAGE EXISTING SIGNAL CABINET AND SERVICE PEDESTAL TO ACHD, INSTALL NEW / G _ T T / T EQUIPMENT PER PLAN. 7 i 11�CP� /TU � T T 2 /1 / 10/14/20210 G G 1 G U, G G G G UGP G / ATE OF o Ja�nr —____ UGP GP uUr - / / UGP UGP T T / Jq T `DES W.G Signal Pole B - Area Detail 4 Signal Pole A - Area Detail ACHD Roadway-Conductor Plan 10 20 3 Scale: NTS Scale: NTS Horizontal Scale: 1" = 10' NOT FOR CONSTRUCTION REV DESCRIPTION DATE Conduit & Conductor Schedule: NO. CONDUIT CONDUCTORS (EXISTING) CONDUCTORS (PROPOSED) COMMENTS 1-3C (OPTICOM) 1 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-COAX/5C(VIDEO DETECTION) - 1-12C, 1-#6 BARE (VEHICLE AND PEDS) 2 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-5C, 1 #6 BARE (PEDS) - 1.5-IN RPC (EXISTING) 248, 146 BARE (LIGHTING CIRCUIT 2) 248, 146 BARE (LIGHTING CIRCUIT 2) EXISTING TO REMAIN 3 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN 5 1.5-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) EXISTING TO REMAIN 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN 1.5-IN RPC (EXISTING) 248, 146 BARE (LIGHTING CIRCUIT 1) 248, 146 BARE (LIGHTING CIRCUIT 1) EXISTING TO REMAIN 6 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN 7 1.5-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) EXISTING TO REMAIN 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN 1.5-IN RPC (EXISTING) 448, 146 BARE (LIGHTING CIRCUITS 1 AND 2) 448, 146 BARE (LIGHTING CIRCUITS 1 AND 2) EXISTING TO REMAIN 8 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN © 2019 Newman Garrison Partners Inc. All rights reserved. 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN The concepts and drawings are protected under US and 2-IN RPC (EXISTING) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN International Copyright and Intellectual property laws and cannot be used In any manner without express written consent. 9 1.5-IN RPC - 448, 146 BARE (LIGHTING CIRCUITS 1 AND 2) CONNECT TO EXISTING 12 2-IN RPC - 1-510, 1 #6 BARE (PEDS) - SEASONS AT MERIDIAN 13 2-IN RPC - 248, 146 BARE (LIGHTING CIRCUIT 2) - 2700 E. Overland Rd. 14 2-IN RPC - 248, 146 BARE (LIGHTING CIRCUIT 1) CONNECT TO EXISTING Meridian, ID 83642 15 2-IN RPC - 1-5C, 1 #6 BARE (PEDS) CONNECT TO EXISTING 1-3C (OPTICOM) 16 2-IN RPC SPARE WITH PULL ROPE 1-COAX/5C (VIDEO DETECTION) - IoAr,o APPROVED FOR 1-12C, 1-#6 BARE (VEHICLE AND PEDS) CONSTRUCTION 2-IN RPC (EXISTING) 6-2CS, 1-#10 THWN GREEN (DETECTION) 1-3C (OPTICOM) These plans and/or specifications have been reviewed for 21 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-COAX/5C (VIDEO DETECTION) _ compliance with Meridian City Standards and Specifications. This review does not relieve the owner, 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-12C, 2 510,1-#6 BARE (VEHICLE AND PEDS) engineer, or contractor of the responsibility to design 2-IN RPC (EXISTING) 6-2CS, 1-#10 THWN GREEN (DETECTION) 2-COAX/5C (VIDEO DETECTION) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, 22 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-12C, 1 5C, 146 BARE (VEHICLE AND PEDS) - regulations, ordinances, development agreements, 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-12C, 1 5C, 146 BARE (VEHICLE AND PEDS) specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless ACHD Roadway23 1-COAX/5C(VIDEO DETECTION) specifically addressed in writing by the City. Any2 IN RPC 1-12C, 1-#6 BARE (VEHICLE AND PEDS) proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 1-12C, 146 BARE (VEHICLE&PEDS) Name Date Conductor Plan 25 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-COAX/5C (VIDEO DETECTION) - 1-3C (OPTICOM) 27 2-IN RPC (EXISTING) SPARE W/PULL ROPE 1-COAX/5C (VIDEO DETECTION) 2-IN RPC (EXISTING) SPARE W/PULL ROPE 1-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) NEWMAN GARRISON + PARTNERS, INC N 1-COAX/5C (VIDEO DETECTION) Plans Are Accepted For Public Street 28 2-IN RPC - N 1-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) CONNECT TO EXISTING 2-COAX/5C (VIDEO DETECTION) Construction 10-14-2021 (PERMIT SET) I I 29 2-IN RPC - 1-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) CONNECT TO EXISTING By stamping and signing the improvement plans,the Registered Engineer ensures the 1 1-1 2C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) District that the plans conform to all District policies and standards. Variances or 20213 O waivers must be specifically and previously approved by the District in writing. O 30 2-IN RPC 341/0 (SERVICE) - EXISTING TO REMAIN Acceptance of the improvement plans by the District does not relieve the Registered F__ Engineer of these responsibilities. w C8 . 01 Cf)_ BY: � ADA COUNTY HIGHWAY DISTRICT DATE: COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS L1J a_ SD SD SD ` SO O Cf) O SD SO SO SO I O O JD SD Cn Pi � I I ,o. I � I I I POLE D (PROPOSED) C-nA RCH ITECTURE • P LANNING • I NTERIORS STA: 133+49.06, OFF: 64.34'L as I I NW 3 10 0 BRISTOL STREET, SUITE 400 I I J COSTA MESA ,CA 92626 POLE E (PROPOSED) a I— LD STA: 135+84.08 o STA: 134+65.07 -+ cn F �� STA: 133+62.51, OFF:54.7'L = OFF: 439'L m OFF: . o T 9 4 9.7 5 6.0 81 8 F 94 9.7 5 6.014 5 - - W W W N G G P A R T N E R S C 0 M I R3-7R R4-4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Q 30"x30" . . 30"x30" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��- - - - �� - - - �� - - - -�- - - - _R5V 7/11= - - - -R7� - - - ��- - - - �/1� - POLE C (EXISTING) 99 STORAGE_ 91 TAPER EG EG EG STA: 132+71.34, OFF: 47.93'L 5D - - - - - - - - - - o � Fes_ 2.1 E 2.1 STA: 133+73.40, OFF:44.50'L 19 - - - - - - - - - - - - - - - - - n n 7". - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---�H� OHP OHP 0 P EG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f ' r f • f L • �, •f f. 18 STA: 133+55.83, OFF:42.00'L�- rn 1' •f ♦ f° ••1 'f r • _A] STA: 134+73.28, OFF: 35.00'L 15 - - - - - - - - - - - - - - - - - - - - - - - - - - STA: 133+73.40, OFF:35.00'L 15 - - - - - - -� - - - - �� - - - - - - - - - - - - - - - - - - - - - - - STA: 132+71.28, OFF: 30.00'L 18 � STA: 133+73.40, OFF: 29.00'L 15 T STA: 134+73.28, OFF: 29.00'L 15 STA. 135+63.57, OFF: 29.00'L 12 iO STA: 133+73. OFF: 6.33'L 19 100'GAP O1 O7 STA: 130+50.68, OFF: 6.67'L 19 STA: 132+49.20, OFF: 6.67'L STA: 133+83.07, OFF: 6.67'L 19 T STA: 134+83.07, OFF: 6.67'L 15 12 STA: 135+83.07, OFF: 6.67'L EAST OVERLAND ROAD (PU1 �\ 00F" r 132+00 133+00 134+00 135+00 136+00 �� T H E 130+00 131+00 co I - �_ _ �-- _ r � , . a -!;2 � LAN D O12 STA: 130+49.20, OFF: 6.00'R 15 1 STA: 131+49.20, OFF: 6.00'R 60 19 STA: 132+49.20, OFF: 6.00'R STA: 133+83.07, OFF: 6.00'R 19 STA: 135+83.07, OFF: 6.00'R OO1 G ROUP O 19 STA: 132+57.20, OFF: 6.00'R - r TLG PN: 120124 100'GAP STA: 132+69.76, OFF:30.00'R 18 18 STA: 133+65.83, OFF: 30.00'R�- • ♦f f, ♦ . f 1 ' I f f• ♦ 19 STA: 132+57.20, OFF: 33.89'R 1 .. ° •. ° 1 Af 4 A 4. �j A 4A A . - 4 4 d r f. ° f♦ • f• f - . f f `. f . f f ♦ . • • 1 f ,f s f ♦ • POLE A(EXISTING) F-1 POLE B (EXISTING) 1° . +� • .STA: 133+68.25, OFF:48.41'R M O RGAN HOLDINGS & STA: 132+71.91, OFF:49.37'R f• f♦ f •• A 4 f ° f • • • . . • ,f T ILL ° 1 f 1 # ♦ • f f• , J ° A4 38 Glen Gary Dr., Ste. 200 f ° Aspen, CO 81611 • f f° • •f • 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 f f f • • , ACHD Roadway-Overland Road - Signage & Striping Plan O 20' 40' Horizontal Scale: 1" = 20' Sheet Notes gS10NAL EN 1. FOR ASPHALT PAVEMENT AREAS, ALL SYMBOLS, WORD MARKINGS, CROSSWALKS, AND STOP �� G\STERF�G'1 BARS SHALL BE THERMOPLASTIC, ITEM 1134.05.18. ALL REMAINING PAVEMENT MARKINGS SHALL = BE PAINT, ITEM 1134.03.18. 2. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS. ITEM 10/14/2021 SP-11400. OF \oP�o 3. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01) 9ESW.G WILL BE FURNISHED BY ACHD, PAID FOR BY CONTRACTOR. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR EDGE OF PAVEMENT. 5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. NOT FOR CONSTRUCTION 6. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND REV DESCRIPTION DATE PAVEMENT MARKINGS DETAILS. Keynotes �O 1. MATCH EXISTING MARKINGS. 2. PRESERVE AND PROTECT 2.1. EXISTING UTILITY POLE AND RELATED UTILITIES. 3. OBLITERATE EXISTING PAVEMENT MARKINGS. Pavement Marking Legend REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS O4"YELLOW CENTER LINE (12-LINE-38,GAP) O4" DOUBLE YELLOW o- 12 OBLITERATE EXISTING PAVEMENT MARKINGS © 2019 Newman Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and International Copyright and intellectual property laws 15 and cannot be used in any Manner without express written 8"SOLID WHITE consent, 16 4"SOLID YELLOW 17 0 4"SOLID WHITE SEASONS AT MERIDIAN 2700 E. Overland Rd. Meridian, ID 83642 4' (TYP.) 18 CROSSWALK Plans Are Accepted For Public Street Construction 19 24"STOP BAR By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or TURN ARROW waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. AC. Hn Paadwav BIKE LANE SYMBOL of BY: DATE: Overland Road ADA COUNTY HIGHWAY DISTRICT Signage & APPROVED FOR • • IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GA RISO PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, LU regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ and Specifications before said revision is constructed. C8 . 02 �Name Date ~ COPYRIGHT 0 2019 NEWMAN GARRISON+PARTNERS LLJ IL I II I• . , I I 2 1 1 ri II R3-7R 30"06" A RCH ITECTURE • P LANNING • I NTERIORS 70 3100 BRISTOL STREET, SUITE 400 COSTA MESA ,CA 92626 QD POLE C EXISTING 2 R-1-1 ti I ( ) 30"x30" STA: 5+52.71 T 949.756.0818 F 949.756.0145 STA: 132+71.34, OFF:47.93'L STA:3+17.31 (FUTURE, N.I.C.) OFF: 54.3'L W W W . N G G P A R T N E R S C 0 M OFF: 37.5'L STA: 1+92.04, OFF: 30.00'L 19 �.a ,per MLI XXXXX XXXXX • ' 1� ' II I - �, R/W R/W N1� �W �QN R/W R/W R T R/W R/W R/W M R/W POLE B (EXISTING) 1 STA:3+67.73., STA: 2+31.36 0 STA: 132+71.91, OFF: 49.37'R •� ' OFF: 37.5 L I OFF: 37.5 L °° SD o SD SD I O O • • • L o -STA:5+14.85 XXX)a 1 OFF: 25 O'L.60 ° OFF:30.21L 18 STA: 1+78.11, OFF: 27.47'L XXX)a I I o STA: 3+02.04, OFF: 18.00'L 15 � � I ti M I 0 101'STORAGE 100' • T i T STA: 3+02.04, OFF: 6.00'L 15 STA:4+02.04, OFF: 5.83'L 12 o STA: 5+19.34, OFF: 5.83'L 20 2 STA: 1+25, OFF: 0.00' CD 1+00 - _ 2+00 3+00 4+00 5+00 6+00 7+00 �Cn- - r `�- - - - - - - - STA: 133+16.11, OFF:0.05'L • I I -STA: 5+19.34, OFF: 5.83'R 20 3 or"% THE • STA: 2+00.04, OFF: 6.00'R 19 o STA:4+02.04, OFF: 5.83'R O 0 2 `j T 18 STA: 1+80.58, OFF: 20.46'R LAN D ° • ° POLED (PROPOSED) STA: 2+31.36 STA:3+67.73 STA:5+14.85 � - - - - - � � � GROUP ~ STA: 133+49.06, OFF: 64.34'L OFF: 31.313 - - - - - T_T_ - - - - - - - - - - - - -OFF: 30.5'R - OFF: 30.5'R - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - TL PN: 120124 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - XXXXX XXX)OC - J XXX)OC XXX)0( OFF:30 0'R 60 • - I STA. 2+12.27 STA: 3+52.09 POLE A (EXISTING)' I OFF: 32.1'R o OFF: 30.5'R STA: 133+68.25, OFF:48.41'R ° { • ` I I 3rn Li Ln °• •• I OUTLET, R2-1 ..� I / ' 2411x 0" Cn ,� °• � �° �'• ,•• . �• O, • �I II I ok` CD I W14-2 O O D SD SD SD SD SD O O S SD S SD R-1-1 STA: 6+05.51 O O SD SD- SD- SD Lk36 06 � 3 "00" OFF:45.7'R,4 (FUTURE cn cn cn Cn •�. �� ' o Cn MORGAN HOLDINGS & I I t o I o STONE HILL ' I I I AN W o 38 Glen Gary Dr., Ste. 200 p I lo b 711 11 1 F Aspen, CO 81611 ACHD Roadway-Wells Ave. - Signage & Striping Plan 0 20' 40' Las Peak Dr., Ste. 200 Las Vegas, NV 89128 Horizontal Scale: 1" = 20' Sheet Notes Lighting Legend: gS10NAL EN 1. FOR ASPHALT PAVEMENT AREAS, ALL SYMBOLS, WORD MARKINGS, CROSSWALKS, AND STOP �� G\STERF0 G'T BARS SHALL BE THERMOPLASTIC, ITEM 1134.05.18. ALL REMAINING PAVEMENT MARKINGS SHALL [1--c-0 TYPE 1 STREET LIGHT FIXTURE (N.I.C.) _a_ BE PAINT, ITEM 1134.03.18. 4r, 2. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS. ITEM CITY OF MERIDIAN LIGHT FIXTURE DESIGNATION sT 0/14/2021ro SP-11400. qTE OF 0P 3. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01) 9SW G WILL BE FURNISHED BY ACHD, PAID FOR BY CONTRACTOR. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR EDGE OF PAVEMENT. 5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. NOT FOR CONSTRUCTION 6. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND REV DESCRIPTION DATE PAVEMENT MARKINGS DETAILS. Signage Keynotes: �- 1. INSTALL TYPE II TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) STANDARD DRAWING SD-1132A. RAILS SHALL BE CONSTRUCTED OF THICKENED EDGE ALUMINUM AND INCLUDE REFLECTIVE DECAL STRIPING. 2. INSTALL TYPE III TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) STANDARD DRAWING SD-1132B WITH SIGN STATING:"THIS ROADWAY TO BE EXTENDED IN THE FUTURE" RAILS SHALL BE CONSTRUCTED OF THICKENED EDGE ALUMINUM AND INCLUDE REFLECTIVE DECAL STRIPING. Pavement Marking Legend REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS O4"YELLOW CENTER LINE (12'LINE-38,GAP) O4" DOUBLE YELLOW 12 OBLITERATE EXISTING PAVEMENT MARKINGS © 2019 Newman Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and International Copyright and intellectual property laws 15 and cannot be used in any Manner without express written 8"SOLID WHITE consent, 16 4"SOLID YELLOW 17 4"SOLID WHITE SEASONS AT MERIDIAN 2700 E. Overland Rd. _ Meridian, ID 83642 4' (TYP.) 18 CROSSWALK � Plans Are Accepted For Public Street 2' (TYP) 19 2 Construction 4"STOP BAR By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or TURN ARROW waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered BIKE LANE SYMBOL Engineer of these responsibilities. BY: DATE: Wells Ave . ADA COUNTY HIGHWAY DISTRICT Signage & APPROVED FOR • IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GA RISON40 PARTNERS, INC N compliance with Meridian City Standards and O Specifications. This review does not relieve the owner, N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, LkJ regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by (j) City staff shall not be construed as approved unless O specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards LLJ and Specifications before said revision is constructed. C8 . 03 �Name Date ~ COPY RIGHT O 2019 NEWMAN GARRISON+PARTNERS LLJ IL Signal Materials: Sheet Notes: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM SIGNAL SIGNAL MOUNT SIGNAL MOUNTING MAST ARM PED TRAFFIC CONTROL DEVICES (MUTCD). I P POLE POLE TYPE MAST ARM LUMINAIRE LOCATION BRACKETS SIGNS BUTTON FOUNDATION 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. A RCH ITECTURE • P LANNING • I NTERIORS (SIGNAL HEAD NO.) QUAD SEE TS-1110 3. THE LOCATIONS OF SIGNAL POLES, JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE 3100 BRISTOL STREET, SUITE 4 0 0 6.6-FT FROM END (12) ASTRID BRACKET FIELD FOR APPROVAL BY ACHD PRIOR TO INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) COSTA ME S A CA 9 2 6 2 6 18.2-FT FROM END (61) ASTRID BRACKET WORKING DAYS PRIOR TO INSTALLATION. *COMBINATION SIGNAL POLE & *15-FT MAST ARM 28.9-FT FROM END (62) ASTRID BRACKET T 94 9.7 5 6.0 81 8 F 94 9.7 5 6.014 5 ALUMINAIRE POLE 50 FT (NORTH) 138W LED POLE MOUNTED (63) POLE BRACKET SNS EXISTING 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE W W W , N G G P A R T N E R S . C G M POLE HEIGHT = 35-FT BETWEEN ADJACENT UTILITIES. POLE MOUNTED (61 P) POLE BRACKET POLE MOUNTED (82P) POLE BRACKET 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE 11.4-FT FROM END (71) ASTRID BRACKET N.E.C.AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. *COMBINATION SIGNAL POLE & 23.4-FT FROM END (41) ASTRID BRACKET *15-FT MAST ARM POLE MOUNTED (42) POLE BRACKET R3-5R 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, B LUMINAIRE POLE 45 FT(EAST) 138W LED POLE MOUNTED (51) POLE BRACKET SNS EXISTING CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF POLE HEIGHT = 35 FT POLE MOUNTED (41 P) POLE BRACKET THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS POLE MOUNTED (62P) POLE BRACKET THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH 7.1-FT FROM END (52) ASTRID BRACKET THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT *COMBINATION SIGNAL POLE & 19.4-FT FROM END (21) ASTRID BRACKET R3-5THE CONTRACTOR'S EXPENSE. S C LUMINAIRE POLE 50-FT (SOUTH) *15 FT MAST ARM 30.5-FT FROM END (22) ASTRID BRACKET EXISTING POLE HEIGHT = 35-FT 138W LED POLE MOUNTED (23) POLE BRACKET SNSS 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC POLE MOUNTED (42P) POLE BRACKET DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. 7.4-FT FROM END (31) ASTRID BRACKET *COMBINATION SIGNAL POLE & 18.9-FT FROM END 31) ASTRID BRACKET 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT D LUMINAIRE POLE 35 FT(WEST) *15-FT MAST ARM POLE MOUNTED (11) POLE BRACKET R3-5R F CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO POLE HEIGHT = 35-FT 138W LED POLE MOUNTED (82) POLE BRACKET SNS COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT POLE MOUNTED (22P) POLE BRACKET EQUIPMENT. 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED `1 - T H E E N/A A PED SIGNAL POLE ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. r W LAND POLE HEIGHT = 12-FT ■, 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. . GROUP TLG PN: 120124 F PED PUSH BUTTON POLE N/A E POLE HEIGHT = 4-FT G PED PUSH BUTTON POLE N/A E POLE HEIGHT = 4-FT H PED PUSH BUTTON POLE N/A E POLE HEIGHT = 4-FT PED PUSH BUTTON POLE N/A E MORGAN HOLDINGS & POLE HEIGHT = 4-FT STONE HILL 38 Glen Gary Dr., Ste. 200 J PED SIGNAL POLE N/A A Aspen, CO 81611 POLE HEIGHT = 12-FT *REMOVE AND SALVAGE EXISTING POLE, MAST ARM &LUMINAIRE TO ACHD. 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 G ST ER 0N�''l If � . 10/14/2021 s� �o qTE�F �QP J NOT FOR CONSTRUCTION REV DESCRIPTION DATE © 2019 Newnan Garrison Partners Inc, All rights reserved, The concepts and drawings are protected under US and International Copyright and Intellectual property laws and cannot be used In any Manner without express written consent. SEASONS AT MERIDIAN 2700 E. Overland Rd. Meridian, ID 83642 ACHD Roadway - Signal Materials APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for NEWMAN GARRISON + PARTNERS, INC N compliance with Meridian City Standards and 0 Specifications. This review does not relieve the owner, Plans Are Accepted For Public Street N engineer, or contractor of the responsibility to design 10-14-2021 (PERMIT SET) and/or construct those facilities in compliance with all Construction LU current applicable federal, state and local laws, rules, N regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City 20213 retains the right to enforce. inconsistencies not noted by By stamping and signing the improvement plans,the Registered Engineer ensures the City staff shall not be construed as approved unless District that the plans conform to all District policies and standards. Variances or O specifically addressed in writing by the City. Any waivers must be specifically and previously approved by the District in writing. proposed revision to these plans must be submitted for Acceptance of the improvement plans by the District does not relieve the Registered w review and compliance with the Meridian City Standards Engineer of these responsibilities. and Specifications before said revision is constructed. C8 . 04 �Name Date BY: DATE: ~ ADA COUNTY HIGHWAY DISTRICT COPY RIGHT 0 2019 NEWMAN GARRISON+PARTNERS IL J a_