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Q = LU z Z U- Q O = i BENCHMARK: r CP#100 Uj V ELEV:2657.32' rn o w 0 0 0 CD N: 702951.8300' o o N 0 0 0 U) 0 Z KOOTENAI E: 2465751.2590' � N N N No � w I-90 -� SET SCRIBED 'X' ON CURB z c� o o c� 0 0 BENEWAH o :- ._ O O W Q Q Q D Q SHOSHONE ,._�, W . -VERTICAL CONTROL DATUM BASED ON NAVD88 � z 0 Q � � CD a W a aaaaa 0 - W W _ 4-t w W W LL LATAH o °a 0 W CLEARWATER Z � Z wFRANKLINRD Z 00 NEZ PERCE L- ^L O c�i CD} O � cn aO LEWIS _ LL M � M Z 1-84 E OVERLAND RD 0-1 W � U I o p Z Z Y o W � 3: 0 W DAHO H (n Q LLI O rn O W - f Q W 2 o o U cr) �SS N A L 4 LEMH I o OQ lG\S TFR�C• y� ADAMS E VICTORY RD y M - - 08/06/20 � VALLEY dL - -- N� 073 •• OF SOP C� WASHINGTON 2� ti F. • 6 SUNDE��P 75 CLARK ' PAYETTE CUSTER FREMONT r* 1-84 } GEM SE \ `9 1 52 BUTTE 33 JEFFERSON MADISON TETON r CANYON CAMAS BLAINE �6 VICINITY MAP - °�' ADA ELMORE 20 20 �s BONNEVILLE z �A z rO h BINGHAM GOODING26 LINCOLN I� W M rlL ----F CARIBOU - h OWYHEE JEROME MINIDOKA \� 30 Z O POWER � a - .,. 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Navigator Dr., Suite 210 '� - LU Uj Meridian, ID 83642 E.OVERLANDRD SHEET INDEX (208) 895-2520 = _ _ a O PAGE # SHEET # SHEET TITLE CONTACT: ROB SUNDERLAGE, PE 1 C0.00 COVER SHEET ROBS@HORROCKS.COM F' 2 C0.01 GENERAL NOTES 3 C0.02 LEGEND I PROJECT SITE v 4 C0.03 SITE LAYOUT KEY PLAN POWER- IDAHO POWER 5 C0.04 OVERALL UTILITY PLAN GAS- INTERMOUNTAIN GAS a 6 C1.00 ROAD A PAVING AND GRADING PLAN (1 OF 4) SEWER- CITY OF MERIDIAN 7 C1.01 ROAD A PAVING AND GRADING PLAN (2 OF 4) WATER- CITY OF MERIDIAN 8 C1.02 ROAD A PAVING AND GRADING PLAN (3 OF 4) OWNER: 9 C1.03 ROAD A PAVING AND GRADING PLAN (4 OF 4) 10 C1.04 ROAD B PAVING AND GRADING PLAN (1 OF 2) TOM AHLQUIST 11 C1.05 ROAD B PAVING AND GRADING PLAN (2 OF 2) VP CONSTRUCTION 12 C1.06 ROAD C PAVING AND GRADING PLAN TOM@BVADEV.COM 13 C1.06A ROAD C DIMENSION CONTROL PLAN 801-560-7828 14 C1.07 PAVING AND GRADING DETAILS BALL VENTURES AHLQUIST 15 C2.00 ROAD A UTILITY PLAN AND PROFILE (1 OF 4) 16 C2.01 ROAD A UTILITY PLAN AND PROFILE (2 OF 4) 2775 W. NAVIGATOR DR., 220 17 C2.02 ROAD A UTILITY PLAN AND PROFILE (3 OF 4) SUITE • MERIDIAN, ID 83642 18 C2.03 ROAD A UTILITY PLAN AND PROFILE (4 OF 4) 19 C2.04 ROAD B UTILITY PLAN AND PROFILE (1 OF 2) • 20 C2.05 ROAD B UTILITY PLAN AND PROFILE (2 OF 2) ® 21 C2.06 ROAD C UTILITY PLAN AND PROFILE 1 22 C2.07 ICCU SEWER PLAN AND PROFILE / 23 C2.08 IRRIGAION PLAN AND PROFILE 24 C2.09 WATER PLAN AND PROFILE 25 C2.10 IRRIGATION AND GRADING PLAN Know what's below. 26 C2.11 IRRIGATION PLAN (1 OF 2) 27 C2.12 IRRIGATION PLAN (2 OF 2) comoo Call before you dig . 28 C2.13 UTILITY DETAILS 29 C4.00 ESC PLAN PAGE 1 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C0.00 COVER.dwg COVER- 3/01/2021 11:58am, hallie.hart UTILITY CONTACTS 51) o WATER N CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200&204 W It 0 GENERAL NOTES UTILITY NOTES UTILITY NOTES GRADING $ DRAINAGE NOTES MERIDIAN, ID 83642 U cl) M N y 208-898-5500 W Ln CONTACT: KYLE RADEK, PE O O 0 U 1. ALL CONSTRUCTION WORK SHALL BE DONE IN SEWER PRESSURIZED IRRIGATION ROADWAY m - 0 ACCORDANCE WITH THE CURRENT VERSION OF - >Lm M °0 0 1 . ALL CONTRACTORS WORKING WITHIN THE PUBLIC SEWER m .� o THE IDAHO STANDARDS FOR PUBLIC WORKS 1 . CONSTRUCTION OF THE SEWER SYSTEM SHALL 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE ~ z .c o ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A CITY OF MERIDIAN c c� � CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN CONFORM TO THE STANDARDS IN THE BUILT TO THE STANDARDS OF THE IRRIGATION RIGHT-OF-WAY CONSTRUCTION PERMIT FROM 33 E. BROADWAY AVE, SUITES 200&204 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC WASTEWATER RULES IDAPA 58.01.16 AS WELL AS DISTRICT IN WHICH IT IS BEING CONSTRUCTED. MERIDIAN, ID 83642 L AND ANY ADDENDUMS MERIDIAN DESIGN ( ) ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS 208-884-5533 I- ( ) THE STANDARDS AND SPECIFICATIONS REFERRED PRIOR TO ANY CONSTRUCTION. CONTACT: CLINT DOLSBY, PE 0 Z STANDARDS, THE REQUIREMENTS OF THE ADA TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. INSTALL A REDUCED PRESSURE BACKFLOW cV COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE PREVENTER IN ANY CONNECTION BETWEEN THE W 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE REQUIREMENTS OF THE IDAHO TRANSPORTATION IRRIGATION 2. THE HORIZONTAL SEPARATION OF POTABLE POTABLE WATER SYSTEM AND THE PRESSURE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY DEPARTMENT (ITD). THE MORE STRINGENT OF ANY WATER MAINS AND NON-POTABLE WATER MAINS IRRIGATION SYSTEM. THE DEVICE MUST BE NAMPA& MERIDIAN IRRIGATION DISTRICT N OF THESE STANDARDS SHALL BE THE TRENCHES ABOVE THE PIPE ZONE. 1503 FIRST ST.SOUTH w CONTROLLING STANDARDS OR SPECIFICATIONS. (SANITARY SEWER, STORM DRAIN, AND APPROVED BY THE IDAHO DEPARTMENT OF NAMPA, ID83651 �n F- Q V IRRIGATION) SHALL BE A MINIMUM OF TEN (10) ENVIRONMENTAL QUALITY (DEQ) AND THE CITY 208-466-7861 o 0 3. SIDEWALK CROSS-SLOPES NOT TO EXCEED 2.0% CONTACT:GREG CURTIS z w � FEET. WHERE IT IS NECESSARY FOR A POTABLE OF MERIDIAN WATER DEPARTMENT. Z 0 = o 2. THE CONTRACTOR SHALL HAVE A COPY OF THE ANY TIME. NO TOLERANCES WILL BE ALLOWED BY _ w WATER MAIN AND NON-POTABLE WATER MAIN TO o LATEST CITY OF MERIDIAN STANDARD THE CITY OF MERIDIAN. SHOULD THE FIRE 0 `" o CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF Z SPECIFICATIONS AND DRAWINGS ON SITE OR CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE CONTRACTOR IDENTIFY AN AREA THAT DOES NOT MERIDIAN FIRE DISTRICT Q � czn VERTICAL SEPARATION, THE CROSSING SHALL BE MEET THIS REQUIREMENT CONTRACTOR SHALL CO Z) - READILY ACCESSIBLE AT ALL TIMES DURING 33 E. BROADWAYAVE. SUITE 210 cn CONSTRUCTED IN ACCORDANCE WITH SECTION 1. CONSTRUCTION OF THE CLASS A EFFLUENT Q Q (D CONSTRUCTION (AVAILABLE ON THE WEBSITE). 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING CONTACT ENGINEER AS SOON AS POSSIBLE. MERIDIAN, s4642 = w z DISTRIBUTION SYSTEM SHALL CONFORM TO THE FAILURE TO HAVE ACCESS TO A CURRENT COPY WATER SYSTEMS IDAPA 58.01.08 AND SECTION CONTACT: CHEIF PERRY PALMER OF THE STANDARD SPECIFICATIONS ON SITE ( ) STANDARDS IN THE IDAHO RECYCLED WATER 4. ALL GRADING IN ADA STALLS SHALL BE NO - 430.02 OF THE WASTEWATER RULES (IDAPA RULES (IDAPA 58.01 .17), WASTEWATER RULES GREATER THAN 2.0% IN ANY DIRECTION. o COULD BE GROUNDS FOR A STOP WORK ORDER 58.01.16). (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR PUBLIC ROADS UNTIL THE SITUATION IS RESOLVED. WASTEWATER FACILITIES - GREAT LAKES - UPPER ACHD uj w w w p 5. SPOT ELEVATIONS AND CONTROL POINTS SHOWN 3775 N.ADAM ST. _ 0 °�° 0 w w 3. THE HORIZONTAL SEPARATION OF NON-POTABLE MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS z � Q � 0 = 3. THE CONTRACTOR SHALL HAVE PLANS ARE BASED ON NAVD88 DATUM. GARDEN CITY, ID 83714 LU 0 O >- > U) SERVICES AND POTABLE WATER SERVICES OR (10 STATES STANDARDS) AWWA MANUAL M24 - 208-387-6100 ? z Q U) STAMPED "APPROVED FOR CONSTRUCTION" BY POTABLE WATER MAINS SHALL BE A MINIMUM OF CHAPTER 24 AS WELL AS THE STANDARDS AND CONTACT:TIM NICHOLSON v o J o THE CITY OF MERIDIAN ON SITE AT ALL TIMES. SIX (6) FEET. WHERE IT IS NECESSARY FORA SPECIFICATIONS REFERRED TO IN GENERAL 6. SITE SHALL BE STRIPPED AND GRUBBED OF ALL o o Q D z Z POTABLE WATER MAIN AND NON-POTABLE WATER CONSTRUCTION NOTE NO. 1. ORGANIC MATERIAL TO A DEPTH OF 12" PER z = 0 _ C) o Q PRIVATE ROADS Q � v LU 4. ALL CONTRACTORS, SUBCONTRACTORS, AND MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 GEOTECHNICAL RECOMMENDATIONS. DEPTHS MAY = U) = Q ¢ Q 0 Z ( ) VARY BASED ON VERIFICATION OF MATERIAL BY CITY OF MERIDIAN v z w w 0 UTILITY CONTRACTORS SHALL ATTEND A INCHES OF VERTICAL SEPARATION, THE CROSSING 2. THE HORIZONTAL SEPARATION OF CLASS A 33 E. BROADWAY AVE w � 0 } z = 0� w PRE-CONSTRUCTION CONFERENCE PRIOR TO SHALL BE CONSTRUCTED IN ACCORDANCE WITH MTI OR REPRESENTATIVE GEOTECHINCAL ON-SITE MERIDIAN, ID 83642 zQ 0 m - F- o < W EFFLUENT DISTRIBUTION MAINS AND POTABLE 208 884-5533 c� o z START OF WORK. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ENGINEER. ORGANIC MATERIAL SHALL BE CONTACT:WARREN STEWART, PE 0 z w w z z DRINKING WATER SYSTEMS IDAPA 58.01.08 AND WATER MAINS SHALL BE A MINIMUM OF TEN (10) OFF-HAULED AND DISPOSED OF BY CONTRACTOR 0 11 E T wow w o ( ) FEET IN ACCORDANCE WITH IDAPA 58.01.08 TO AN ACCEPTABLE DISPOSAL FACILITY. PORTION ~ z o z T 0 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE SECTION 430.02 OF THE WASTEWATER RULES z w w AGENCY WHEN MATERIALS ARE ON SITE OR (IDAPA 58.01 .16). "IDAHO RULES FOR PUBLIC DRINKING WATER OF STRIPPED MATERIAL SHALL BE STOCKPILED ON POWER W w = U w = SYSTEMS," SUBSECTION 542.07. WHERE IT IS SITE (LOCATION DETERMINED BY OWNER) AND IDAHO POWER z w Q '� w 0 O } INSPECTION OF THE WORK IS REQUIRED. NO P.O. BOX70 0 w z m WORK MAY BEGIN ON ANY PROJECT WITHOUT 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION USED FOR TOPSOIL IN LANDSCAPE AREAS BOISE, ID 83707 Q z 0 w MAIN AND POTABLE WATER MAIN TO CROSS, PROVIDED THE SOIL MEETS SPECIFCATIONS AS 208-388-6320 > z 0 z CO w TWENTY FOUR (24) HOUR PRIOR NOTICE. DIAMETER WATER CLASS PIPE SLEEVE WHEREVER CONTACT:VIC STEELMAN w o z w w � THE SERVICE LINE CROSSES A STORM WATER A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL OUTLINED BY LANDSCAPE ARCHITECT AND CAN 0 o w w MEET COMPACTION REQUIREMENTS. w 0 _ 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS TREATMENT FACILITY (I.E., SEEPAGE BEDS, SEPARATION SHALL BE MAINTAINED AND THE w o U o a_ NATURAL GAS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED DRAINAGE SWALES). CLASEFFLUENT DISTRIBUTION MAIN SHALL = w w Q O w o TESTING. THE CONTRACTOR MAY NOT OPEN OR BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A 7. ALL EARTHWORK SHALL COMPLY WITH THE INTERMOUNTAIN GAS m = v RECOMMENDATIONS SET FORTH BY P.O. BD 64 837 CLOSE WATER VALVES. DISTANCE ON EACH SIDE OF THE CROSSING EQUAL BOISE, ID s3732 10 FEET. CLASS A EFFLUENT DISTRIBUTION GEOTECHNICAL ENGINEERS, MTI FILE B181762g. 208-377-6863 TO TEN ( ) CONTRACTORS SHALL HAVE A COPY OF THIS CONTACT: MISHELE SINGLETON NA 7. ALL MATERIAL FURNISHED ON, OR FOR THE MAINS INSTALLED PARALLEL TO NON-POTABLE s ti GEOTECHNICAL REPORT. CONTACT CIVIL STORM DRAIN PROJECT MUST MEET THE MINIMUM WATER MAINS (SANITARY SEWER, 2 ENGINEER OR GEOTECHNICAL ENGINEER WITH TELEPHONE REQUIREMENTS OF THE APPROVING AGENCIES. AT WATER AND IRRIGATION) SHALL BE INSTALLED AT LEAST ANY QUESTIONS REGARDING SOILS OR CENTURY LINK THE REQUEST OF THE APPROVING AGENCY OR FIVE 5 FEET HORIZONTALLY FROM THE NON-POTABLE 245 S. CAPITOL BLVD THE DESIGN ENGINEER, CONTRACTORS SHALL 1. CONSTRUCTION OF THE WATER SYSTEM SHALL ( ) EARTHWORK. BOISE, ID 83702 FURNISH PROOF THAT ALL MATERIALS INSTALLED CONFORM TO THE STANDARDS IN THE "IDAHO MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE 208-385-2144 O c� ON THIS PROJECT MEET THE SPECIFICATION RULES FOR PUBLIC DRINKING WATER SYSTEMS THE CLASS A EFFLUENT MAIN AND THREE (3) FEET DRAINAGE CONTACT: MELISSAMENDEZ N REQUIREMENTS SET FORTH IN GENERAL (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND HORIZONTALLY FROM THE NON-POTABLE MAIN IF 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC PROJECT CONTACTS CONSTRUCTION NOTE NO. 1. SPECIFICATIONS REFERRED TO IN GENERAL THE NON-POTABLE MAIN IS LOCATED BELOW THE RIGHT OF WAY, ACHD OR ITD SHALL BE CONSTRUCTION NOTE NO. 1. CLASS A EFFLUENT MAIN. RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DEVELOPER 8. WORK SUBJECT TO APPROVAL BY ANY DRAINAGE FACILITIES THE PROJECT ENGINEER OR BALL VENTURES AHLQUIST GOVERNMENTAL AGENCY MUST BE APPROVED 2. THE HORIZONTAL SEPARATION OF POTABLE 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT ARCHITECT SHALL BE RESPONSIBLE FOR 2775 W. NAVIGATOR DR., SUITE 220 PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE- WATER MAINS AND NON-POTABLE WATER MAINS DISTRIBUTION SERVICES AND POTABLE WATER INSPECTION AND CERTIFICATION OF DRAINAGE ME IDI5N, ID 833642 (SANITARY SEWER, STORM DRAIN, AND FACILITIES; HOWEVER ANY ROOF DRAINAGE AND TOM@BVADEV.COM 7828 (B) PLACING OF AGGREGATE BASE; (C) PLACING OF IRRIGATION) SHALL BE A MINIMUM OF TEN (10) SERVICES OR POTABLE WATER MAINS SHALL BE A CONTACT:TOM AHLQUIST,VP CONCRETE; (D) PLACING OF ASPHALT PAVING. MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY PIPING TO THE DRAINAGE FACILITIES WILL BE FEET. WHERE IT IS NECESSARY FOR A POTABLE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL CIVIL ENGINEER WATER MAIN AND NON-POTABLE WATER MAIN TO FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE UNDER THE APPROPRIATE PERMIT. HORROCKS ENGINEERS 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF ALL WATER AND SEWER CONSTRUCTION SHALL ( ) 2775 W. NAVIGATOR DR., SUITE 210 BE BY THE PUBLIC WORKS DEPARTMENT, AND VERTICAL SEPARATION, THE CROSSING SHALL BE OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION MERIDIAN, ID 833642 208-895-2520 THEIR DECISION SHALL BE FINAL. SUCH CONSTRUCTED IN ACCORDANCE WITH SECTION SHALL BE MAINTAINED, AND THE CROSSING SHALL CONTACT: ROB SUNDERLAGE, PE INSPECTIONS SHALL NOT RELIEVE THE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING BE CONSTRUCTED IN ACCORDANCE WITH SECTION ROBS@HORROCKS.COM WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 42.07 OF THE IDAHO RULES FOR PUBLIC DRINKING CONTRACTOR FROM THE RESPONSIBILITY OF SURVEYOR O 430.02 OF THE WASTEWATER RULES (IDAPA WATER SYSTEMS IDAPA 58.01.08 AND SECTION PERFORMING THE WORK IN AN ACCEPTABLE ) ( ) HORROCKS ENGINEERS MANNER IN ACCORDANCE WITH THE DEQ/QLPE 58.01.16). 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). 2775 W. NAVIGATOR DR.,SUITE 210 APPROVED CONSTRUCTION PLANS. MERIDIAN, ID 83642 3. THE HORIZONTAL SEPARATION OF NON-POTABLE 208-895-2520 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH CONTACT: FRITZ BROWNELL, PLS 10. ANY DEVIATION FROM THE APPROVED PLANS AND SERVICES AND POTABLE WATER SERVICES OR DURABLE TAGS CARRYING THE WARNING CAUTION: FRITZB@HORROCKs.COM (n SPECIFICATIONS MUST HAVE THE APPLICABLE POTABLE WATER MAINS SHALL BE A MINIMUM OF RECYCLED WATER - DO NOT DRINK, IN BOTH ENGLISH GEOTECHNICAL ENGINEER - w SIX (6) FEET. WHERE IT IS NECESSARY FOR A Q AGENCY APPROVAL IN WRITING PRIOR TO POTABLE WATER MAIN AND NON-POTABLE WATER AND SPANISH. MATERIALS TESTING & INSPECTION CONSTRUCTION. 2791 S.VICTORY VIEW WAY 0 7 MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 L BOISE, ID 83709 INCHES OF VERTICAL SEPARATION, THE CROSSING 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED 208-376-4748 ' o 11. PRIOR TO BEGINNING INSTALLATION OF STREET SHALL BE CONSTRUCTED IN ACCORDANCE WITH IF RECYCLED WATER SYSTEM IS CONNECTED TO THE CONTACT: MONICASACULLES, PE U) g Q LIGHTS, THE ELECTRICAL CONTRACTOR SHALL SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC POTABLE WATER SYSTEM. THE DEVICE MUST BE �/� o OBTAIN AN ELECTRICAL PERMIT FROM THE DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND LANDSCAPE ARCHITECT w APPROVED BY THE IDAHO DEPARTMENT OF W BUILDING DIVISION OF THE MERIDIAN PUBLIC SECTION 430.02 OF THE WASTEWATER RULES BAER DESIGN GROUP, LLC W IDAPA 58.01.16 . ENVIRONMENTAL QUALITY (DEQ), THE CITY OF MERIDIAN 539 S. FITNESS PLACE,SUITE 120 WORKS DEPARTMENT. ANY DEVIATION IN STREET ( ) EAGLE, ID 83616 Q w LIGHT LOCATIONS FROM THE APPROVED PLANS WATER DEPARTMENT, AND LISTED IN THE MOST 208-938-7721 MUST BE APPROVED IN WRITING FROM THE CITY 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH CURRENT VERSION OF THE LIST OF APPROVED CONTACT: GREG BAER 3: 0 ENGINEER. DIAMETER PIPE SLEEVE WHEREVER THE SERVICE BACKFLOW PREVENTION ASSEMBLIES PUBLISHED LINE CROSSES A STORM WATER TREATMENT BY THE FOUNDATION FOR CROSS-CONNECTION FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT EXISTING WATER USERS AFFECTED BY ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR ENGINEER CERTIFICATION CONSTRUCTION. IF WATER SERVICE MUST BE SERVICES. FORTY-EIGHT (48) HOURS ADVANCE NOTICE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN INTERRUPTED, THE CONTRACTOR SHALL IS REQUIRED. SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS COORDINATE WITH THE PUBLIC WORKS IN EFFECT AT THE TIME OR PREPARATION.THE ENGINEER INSPECTOR. ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE PROJECT: PROJECT SPECIFICATIONS AND STANDARDS ENGINEER'S NOTICE TO CONTRACTOR • CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC,2018 EDITION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A • IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2017). SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN REVISIONS 0 PROJECT GEOTECHNICAL REPORT PREPARED BY MTI , FILE NUMBER B181762g AND DATED DECEMBER, 18 ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE j 2018 ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS.THE REV No. SHEET No. DATE OF REV DESCRIPTION CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES i TO PROTECT THE UTILITY LINES SHOWN,AND ALL OTHER LINES NOT OF ' 10/28/2019 CITY COMMENTS RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF zL NOTE: THEIR LOCATION IN THE FIELD PRIOR TO THE START OF 2 11/26/2019 WATER AND SEWER UPDATES PER QLPE COMMENTS CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE LEGAL NOTICE TO CONTRACTOR 12/12/2019 WATER AND SEWER UPDATES PER FINAL PLAT COMMENTS JOBSITE DURING CONSTRUCTION. USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR 1 ® OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED comol AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE Know what's below. TO HORROCKS ENGINEERS,AND HORROCKS ENGINEERS SHALL HAVE Call before you dig. NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. 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(6 L0 L BC BUILDING CORNER r�-I 00 L 4"ss— 4" ss— 4 INCH 4"SS 4"SS —bel—- - bel UNDERGROUND BEL BEL } �' CONCRETE SIDEWALK/FLATWORK BCR BACK OF CURB RETURN > — O ' BFE BASE FLOOD ELEVATION H-I — 6"ss——— 6" ss— 6 INCH 6"ss 6"ss 2 INCH z"BEL z"BEL ( fQJ) FIBER OPTIC MANHOLE • z '� CD — 8"ss——— 8" ss— 8 INCH a"ss a"ss DECORATIVE BRICK/SIDEWALK/ FO BFF BASEMENT FINISH FLOOR ELEVATION N 3 INCH 3"BEL 3"BEL FLATWORK/LANDSCAPE AREAS BLDG BUILDING / ^\ BM BENCHMARK � —10"ss———10"ss— 10 INCH 10"Ss 10"ss 4 INCH 4"BEL 4"BEL I l TELEPHONE MANHOLE . BP BEGIN POINT O I� BV BUTTERFLY VALVE f-I ti —12"ss———12"ss— 12 INCH 12"ss 12"Ss 6 INCH 6"BEL 6"BEL POOL DECK J BVC BEGIN VERTICAL CURVE N A —14"ss———14"ss— 14 INCH 14"SS 14"SS 8 INCH s"BEL 8"BEL t�/� CABLE TV MANHOLE BVCE BEGIN VERTICAL CURVE ELEVATION W XERISCAPE TV BVCS BEGIN VERTICAL CURVE STATION 11��11 —15"ss———15"ss— 15 INCH 15"ss 15"ss 10 INCH 10"BEL 10"BEL ��) BVP BEGIN VERTICAL PROFILE IpPI ELECTRICAL POWER POLE PP BVW BOTTOM OF VISIBLE WALL —16"ss———16"ss— 16INCH 16"SS 16"SS A-1/0 A-1/0 A-1/0 1 PHA1/0 A-1/0 A-1/0 A-1/0 W W W W W W W W II—i N W W W W W W W W W W LANDSCAPE AREAS GRASS �i_1 C&G CURB&GUTTER LLI —18"ss———18"ss— 18 INCH 1a"ss 1a°ss A-a/o A-a/o A-a/o 1 PH A 4/0 A-a/a A-a/a A-a/a W W W W W W W W p\-J SIGNAL POLE CL CENTERLINE Q r-, CB CATCH BASIN O Z U —24"ss———24"ss— 24 INCH 24"ss 24"SS B-1/a B-1/0 1 PH B 1/0 B-1/o B-1/oF I e I ELECTRICAL BOX CLR CLEAR Z W U) HEAVY DUTY PAVEMENT SECTION E L—J CO CLEANOUT z W 2 0 —30"ss———30"ss— 30 I NCH 30"SS 30"SS B-4/0 B-4/0 B-4/0— 1 PH B 4/0 —B-4/o B-4/0 B-4/0 r— LLI I fO I FIBER OPTIC BOX FQ CONC CONCRETE O = —36"ss———36"ss— 36 INCH 36"Ss 36"SS c-1/0 c-1/0 1 PH C 1/0 C-vo C-vo L-J Cu COPPER p N ~O LIGHT DUTY PAVEMENT SECTION irjb'i JUNCTION BOX JB C.Y. CYCUBIC YARD z � W Z SERVICE LATERAL c-a/o c-a/o 1 PH C 4/0 c-a/o c-a/o Ltb J TELEPHONE BOX DIA DIAMETER m cn —ABC-4/0—ABC-4/0 3 PH ABC 4/0 ABC-4/0 ABC-4/0 TELEPHONE PEDESTAL DIP DUCTILE IRON PIPE U ADA ACCESS RAMP TRUNCATED DOMES t� ❑T cn Q z DWG DRAWING = W - I t�/I CABLE TV BOX E EAST OR FASTING ABC-750 3 PH ABC 750A ABC-750 L_J \l g r I EA EACH S LL Q —SEC—SEC SECONDARY SEC SEC �-- - LIGHT POLE RIPRAP . , i I - EL ELEVATION 0 sL sL sL STREET LIGHT SL SL SL __> LIGHT POLE OPT 2 �O EOC EDGE OF CONCRETE CD _ EOP EDGE OF PAVEMENT GRAVEL ;_;�I I (�� EP END POINT L—J LIGHT POLE OPT 3 u j ESMT EASEMENT w EVC END VERTICAL CURVE rn rn o 0 0 o w Qg ) GAS MANHOLE G EVCE END VERTICAL CURVE ELEVATION o o N 0 0 0 U) Q J EVCS END VERTICAL CURVE STATION N N N N N N U) g' GAS METER © EVP END VERTICAL PROFILE Z N O o N 0 0 � EX EXISTING STORM GAS SURFACE FEATURES ICI CLEANOUT C� FF FINISHED FLOOR ELEVATION On O W Z Q Q ? z FE FLANGE END j Z p Q � EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED \�J) SEWER MANHOLE . FL G FLOW LINE FINISHED RARE ELEVATION � a a a a a a z FJ FLANGE JOINT it w FM FORCE MAIN > UJ —sd———sd— UNKNOWN SD—SD— —g———g— UNKNOWN G G CUT—CUT—CUT— CUT LINE ( I r ) IRRIGATION MANHOLE I R FPS FEET PER SECOND LU e sd——— e sd— 4 INCH 4"SD 4"SD 1 INCH 1"G 1"G —--FILL—----FILL-- FILL LINE J FT FOOT OR FEET i' i LIrJ IRRIGATION BOX IR FUT FUTURE — 6"sd——— 6"sd— 6 INCH 6"sD 6"sD —2"g———2"g— 2 INCH z"G z"G LOD LOD LIMITS OF DISTURBANCE G GAS LINE 00 GB GRADE BREAK CD — 8"sd--- 8"sd— 8INCH a"SD 8"SD —3"g---3"g— 3INCH DITCH ( W WATER MANHOLE �q� T7 O � U) \� J) V V GFF GARAGE FINISHED FLOOR ELEVATION O C14 W m GV GATE VALVE W (.0—10"sd———10"sd— 10 INCH 10"SD 10"SD —4"g———4"g— 4 INCH 4"G 4"G ----GB-----GB-----GB-- GRADE BREAK V1% Z nj _ M WATER METER �w HGL HYDRAULIC GRADE LINE - cr) —12"sd———12"sd— 12 INCH 12"sD 12"SD —6"g———6"g— 6 INCH 6"G 6"G HWM HIGH WATER MARK (�-� HRZ HORIZONTAL z l FIRE HYDRANT HP HIGH POINT - B —15"sd———15"sd— 15 INCH 15"SD 15"SD 8"g———8"g— 8 INCH 8"G 8"G —HWM 1YR HIGH WATER MARK-1 YEAR EVENT HWM HIGH WATER MARK p —16"sd———16"sd— 16 INCH 16"so 16"SD —12"g———1z"g— 12 INCH 1z"G 1z°G —HWM 5YR HIGH WATER MARK-5 YEAR EVENT -� ID INSIDE DIAMETER W U -� FIRE HYDRANT OPT 2 IN INCH(ES) p Z Y W —18"sd—--18"sd— 18 INCH 18"SD 18"SD —npg---npg— HIGH PRESSURE HPG HPG HWM 10YR HIGH WATER MARK-10YEAR EVENT tiYO yYQ IRR IRRIGATION(PRESSURIZED)/NON-POTABLE Lu 0 Q w —24"sd———24"sd— 24 INCH 24"SD 24"sD HWM 25YR HIGH WATER MARK-25 YEAR EVENT :-"�: GATE VALVE K VERTICAL CURVE COEFFICIENT Q W 2 L LENGTH p p p U W —30"sd———30"sd— 30 INCH 30"SD 30"SD HWM 50YR HIGH WATER MARK-50 YEAR EVENT II GATE VALVE OPT 2 LF LINEAR FEET L/S LANDSCAPE 36"sd— 36"sd— 36 INCH 36"SD 36"SD HWM 100YR HIGH WATER MARK-100 YEAR EVENT FD LT LEFT CROSS LP LOW POINT S�ONAL FN — az"sd———az"sd— 421NCH az"sD az"sD � TEE MAX MAXIMUM G�sTFR��tiF —48"sd———48"sd— 48 INCH 48"sD 48"SD X X X X X FENCE-BARBED MFR MANUFACTURER 1; 08/06/20 90'BEND MGD MILLION GALLONS PER DAY —54"sd———54"sd— 54 INCH 54"SD 54"SD FENCE-CHAIN LINK MID MIDDLE 45°BEND —60"sd———60"sd— 60 INCH 60"SD 60"SD FENCE-DECORATIVE MH MANHOLE NJ O73 22.5°BEND MIN MINIMUM lV 66"sd— 66"sd— 66 INCH 66"SD 66"SD FENCE-WOOD �--� 11.25°BEND MJ MECHANICAL JOINT �Oe TF OF SOP P�j —72"sd———72"sd— 72 INCH 72"so 72"sD WALL-BLOCK N NORTH OR NORTHING, FRICTION FACTOR SUN DE�� WYE N/A NOT APPLICABLE —Id———Id— LAND DRAIN LD LID WALL-CONCRETE I� REDUCER "� NTS NOT TO SCALE OC ON CENTER a a a WALL-PANEL OD OUTSIDE DIAMETER 3CAP&PLUG3 OVHP OVERALL HIGH POINT WALL ROCK ^ OVLP OVERALL LOW POINT ('d j) STORM DRAIN MANHOLE S D PC POINT OF CURVE PCC POINT OF COMPOUND CURVE R/w RIGHT OF WAY O PH PHASE WATER COMMUNICATIONS AREA DRAIN ROUND — CENTERLINE(ROAD/ENTITY) ® PI POINT OF INTERSECTION ❑® AREA DRAIN SQUARE ❑® PL PROPERTY LINE EXISTING PROPOSED EXISTING PROPOSED CURB&GUTTER DROP INLET PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PARCEL LINE ® CURB INLET ® PUE PUBLIC UTILITY EASEMENT — UNKNOWN w W —ctv———ctv— OVERHEAD CABLE TV CTv CTv PVC POLYVINYL CHLORIDE PROPERTY BOUNDARY PVI POINT OF VERTICAL INTERSECTION —3/4"w ——3/4"w 3/4 INCH 3/4"W 3/4"w —bcty———bcty—— UNDERGROUND CABLE TV BCTv BCTv CURB INLET OPT 2 LW (Q RATE OF FLOW - - - - - - - - - - - - - - - - - 10'PUBLIC UTILITY&DRAINAGE EASEMENT(P.U.E.) LW —1" w———1" w— 1 INCH 1"w 1"w CURB INLET OPT 3 R RADIUS R/W RIGHT OF WAY ——1-1/2"w———1-1/2"w—— 1-1/2 INCH 1-1/2"W 1-1/2"W —fo———fo— OVERHEAD FIBER OPTIC Fo Fo REV REVISION PAINT STRIPE-SOLID ®® CURB DOUBLE INLET ®® RT RIGHT —V w———2"w— 2 INCH 2"w 2"W —bfo———bfo— UNDERGROUNG FIBER OPTIC BFo BFo S SLOPE PAINT STRIPE-DOUBLE SOLID O —3"w———3"w— 3 INCH 3"w 3"N/ CURB DOUBLE INLET OPT 2 S/W SIDEWALK PAINT STRIPE-BROKEN SD STORM DRAIN — 4"w ——4"w— 4 INCH 4"w 4"w tel — tel — OVERHEAD TELEPHONE TEL TEL SDMH STORM DRAIN MANHOLE C — — — PAINT STRIPE-BIKE LANE INTERSECTION SD SD —6"w———6"w— 6 INCH 6"w 6"W —btel———btel— UNDERGROUND TELEPHONE BTEL BTEL COMBO BOX SEC SECTIONPAINT STRIPE-LANE DROP SPEC SPECIFICATIONS —8"w———8"w— 8 INCH 8"w 8"W --— SSMH SANITARY SEWER MANHOLE — PAINT STRIPE-LANE LINE EXTENSION a-� o-� OIL/WATER SS SANITARY SEWER —10"w---1o"w— 10 INCH 1o"w 1o"w MISCELLANEOUS I I I\=� Io=� I I SAND/GREASE OO OO S/L STREETLIGHT EXISTING PROPOSED DET DIET TRAFFIC SIGNAL DETECTION CONDUIT L___-Z� STA STATION —12"w———12"w— 12 INCH 12"w 12"W FUT FUT TRAFFIC SIGNAL-FUTURE CONDUIT --— STD STANDARD Q o-a o-� o-N OIL/WATER —14"w ——14"w 14 INCH 14"W 14"W DEMO I I II II II iI II 11 I I O O O SVE SIGHT VISIBILITY EASEMENT Q LTG LTG TRAFFIC SIGNAL-LIGHTING CONDUIT L-� k-4 -J SAND/GREASE OPT 2 TBM TEMPORARY BENCH MARK m O —16"w---16"w— 16INCH 16"W 16"W —pipe— — —pipe— UNKNOWN PIPE ---J TC TOP OF CONCRETE _ 7 PED PED TRAFFIC SIGNAL-PEDESTRIAN CONDUIT o Z —18"w———18"w— 18 INCH 18"W 18"W —jut———jet— JOINT UTILITY TRENCH JUT TBC TOP BACK OF CURB PWR PWR TRAFFIC SIGNAL-POWER SOURCE CONDUIT TEMP TEMPORARY z uj FLARED END LARGE Q ' —24"w---24"w— 24 INCH 24"w 24"w --toe-----toe-- TOE OF SLOPE —TOE---TOE— TA TOP OF ASPHALT 0 v SIG SIG TRAFFIC SIGNAL-SIGNAL CONDUIT Ec::: TF TOP OF FOOTING —3o"w---30"w— 30 INCH 30"w 30"W -top---top---top- TOP OF SLOPE --TOP--TOP--TOP— TG TOP OF GRATE La W ® ® � —36"w———36"w— 36 INCH 36"w 36"W — - - - — DIRECTIONAL FLOWL FLARED END SMALL INE TRW TOP OF RETAINING WALL SIGN TW TOP OF WALL —48"w———48"w— 48 INCH 48"W 48"W ——— EDGE OF PAVEMENT CONSTRUCTION KEYNOTE TAGS • BOLLARD • TYP TYPICAL --60"w— 60 INCH 60"w 60"w ---■---■---■---■---■---■- GUARDRAIL UTC UNTREATED BASE COURSE —60"w— D00 OR BH BH V VELOCITY D99 DEMO PLAN—72"w———72"w— 72INCH 72"W 72"w RAILROAD TRACKS BOREHOLE VC VERTICAL CURVE VRT VERTICAL SERVICE LATERAL —4000— CONTOUR-MAJOR 4000 G1 OR G9 GRADING PLAN WTR WATER - — — — — —4002— — — — — - CONTOUR-MINOR 4002 O TEST PIT O W/ WITH 01 OR 35 SITE PLAN TP TP IRRIGATION CALLOUTS 36 OR 5o WATER EXISTING PROPOSED 51 OR 65 SEWER LOD LIMITS OF DISTURBANCE —irr———irr— UNKNOWN IRR IRR ss OR 80 STORM DRAIN TOA:65.26 —1" irr———1"irr— 1 INCH 1"IRR 1"IRR TOP OF ASPHALT ELEVATION $1 OR 90 IRRIGATION —2"irr———2"irr— 2 INCH 2"IRR 2"IRR roc:s5.zs TOP OF CONCRETE —a"irr———a"irr— 4 INCH a"IRR 4"IRR TBC:65.26 TOP OF BACK OF CURB 91 OR 93 CABLE TV —6"Irr———6"Irr— 6 INCH 6"IRR 6"IRR FG:65.26 S"irr---6"irr— 81NCH 8"IRR 8"IRR FINISHED GRADE 94 OR 96 TELEPHONE DETAIL REFERENCE — D 10"irr— 10"irr— 10 INCH 10"IRR 10"IRR TBFC:65.26 TOP OF BACK OF FLUSH CURB 97 OR 99 GAS —12"irr———12"irr— 12 INCH 12"IRR 12"IRR 08 CONSTRUCTION KEYNOTES —18"irr———18"irr— 18 INCH 00 OR 00 POWER _ ___ _ DETAIL NAME —30" irr---30" irr— NCH NCH A► OR Z MISCELLANEOUS X 30 I - SCALE: NTS 36" irr———36"irr— 36 INCH SERVICE LATERAL CONTINUE ON SHEET CX.XX COmO2 PAGE 3 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C0.02 LEGEND.dwg -LEGEND- 3/01/2021 11:59am, hallie.hart 1 2 3 4 5 V1 � N E SHEET NOTES W W M N SURVEY CONTROL POINTS SURVEY CONTROL POINTS 1. 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OF 2) SEE - JL_ CP-58 PPC HORROCKS CONTROL LOT 13 LOT 14 C1.03 LOT 15 C �2651.97 ; � - SHEET PROFILE SEE - I I I I z ' 26 58 PPC HORROCKS CONTROL I -FUTURE EXISTING OFFICE BUILDING 3- J SHEET C2.06 I ROAD A I / C2. 4 UTILITY I I I Q [ LOT 1, BLOCK 1 I I LOT 10 PLAN AND I J RACKHAM SUBDIVISION I 1 � 1 PROFILE 4 1 1 , ( I 1 tIRRIGATION AND ;/ I OF 4) SEE I GRADING PLANT i I LOT4 I LOT11 I I I C2.03 I I ' 111 SEE SHEET C2.10 i LOT 2 p m I I I I r I I Q o I IIIIIIII NINEI I _ �= C ROAD A PAVING AND GRADING PLAN (3 OF 4) I [jg4 rLROAD A PAVING AND GRADING PLAN (2 OF 4) SEE SHEETC1.02 I I I I I a ' SEE SHEET C1.01 -- ' IRRIGAION PLAN AND PROFILE o ROAD A PAVING AND GRADING PLAN (1 F ROAD A UTILITY PLAN AND PROFILE 2 OF 4 ACHD IMPROVEMENTS ROAD A UTILITY PLAN AND PROFILE (3 OF 4) SEE SHEET C2.08 I ' w ' SEE SHEET C1.00 ( ) -' NOT IN THIS SET SEE SHEET C2.02 ROAD A UTILITY PLAN AND PROFILE 1 OF 4 SEE SHEET C2.01 CP-58 PPC HORROCKS CONTROL 133 O ( ) J 2661.20 2665.35 14 I _ ' SEE SHEET C2.00T 10 �� " �132 2655.45 )♦ 58PP HORROCKS CONTROL LACP-58PPCHORROCKSCONTRC)l L (SITE BECH 1_ J _I mr Ai SUBDIVISION(EXISTING) W II NORCO BUILDING(EXISTING) I� c,J, r I I z \ I oc rco l� I I I / �- Cn /1 i o -ram - - - Lu I Dcoi I = _ I � I COmO3 PAGE 4 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C0.03 SITE PLAN AND KEY.dwg -C0.03- 3/01/2021 11:59am, hallie.hart 1 2 3 4 5 V1 � N u �' W U) M N O PIPE LEGEND x o O W o p N � a°ss SEWER R c �. rn SHEET NOTES so STORM 0 � CD 1. CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & a w WATER 04 ELEVATIONS PRIOR TO ORDERING MATERIALS FOR PI PRESSURE IRRIGATION III III CONSTRUCTION. IRR GRAVITY IRRIGATION Nf O 4 Z N C I N E ti A W 0 100, 200' SCALE:1"=100' N W J V O W 0 Z who Z 0 " 0 0 N < � Z LL. m cn Q � Q � = Wz I-84 EAST BOUND LL Q< 0 0 — — ~ �tl W — w rn rn o 0 0 o w _ N N N N 2 LJ w _ ` Id N O O O O O cn w (n co N O O CO W N z N p O N O 0 _ Id — w w — O O W Z Q Q Z —_ w > Z 0 Q of Lu LJ w — _ — c' _ W � � W 00 cy) o d W co O nj O IY cn W elf co Z " M B / \\ < ' LOT 20 0 Z Z OW ~ fI w U � LOT 7 ! :r}�.:p' ;:'r• ":;• LOT 8 — — z 0 0 0 U •+f+ " ',',.y' + IRRIGATION PUMP STATION /�� I I I I TTTTT� •, '•, •. SEE LANDSCAPE PLANS %;SS�ONAL EN�i I I rnl FUTURE EXISTING ICCU SITE_. — �- OH/06I20 N 073 Of 14 LLLrLLLLLIJ,ldIIIIIIIIII1liIIIIIIIIII III IIIIII IIIIIIIII �: IIIIIIIIIII / I / - - - - I ROAD B $.'w — — — — — — / a^ss — PI -ROAD B P&ND 3 - LOT 6 , SEEPAGE BED B2 I ELROAD B I I I I I I 3 T LOT 3 L I O 9 I I I I I I PC)ND 2 I LOT 5 I I I LOT 19 ROAD A I LOT 18 LOT17 SEEPAGE BED 131 LOT 16 O FiD LOT 12 I LOT 13 LOT 14 LOT 15 -z I I -FUTURE EXISTING OFFICE BUILDING 3- ROAD C -F I I z 3 / LOT 1, BLOCK 1 m III LOT 10 I I Q {;'s RACKHAM SUBDIVISION SEEPAGE BED C1 J I I I . I I LOT 4 LOT 11 I ' o POND 1 SEEPAGE BED Al LOT 2 / I J _ - - L� z^so SEEPAGE BED A2 I I Q ROAD A - - — ROAD A ---------- i I a — PI P I a..ss _ = _ ass a„ss I of w J —as„ a _ — IRR PI i --Pik PI P w — -- w ROAD- w ---- w ---- w --L!2k ---'— w --- w IRR IRR L--- w --—w= w of �� IRR jR Q SEEPAGE BED NOT INCLUDED IN THIS SET. II I Loo I FOR REFERENCE ONLY SUBDIVISION(EXISTING) W II NORCO BUILDING(EXISTING) I O I � I z � 0� o co W / � _ _ I cn — W I � � J I D I I _ I� Lu i COmO4 PAGE 5 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 OVERALL UTILITY PLAN.dwg -C0.04 OVERALL UTILITY PLAN- 3/01/2021 12:00pm, hallie.hart 1 2 3 4 5 V1 � CD 0 I N U) CD N U / v o 00 N � O s INFILTRATION BED Al A LEGEND: 0 0 0 V SEE SHEET C2.00 L0 0 R O 0 LOD LIMITS OF DISTURBANCE R ( > - O / S EET C2.1 O `� TOA:ss.2s TOP OF ASPHALT ELEVATION ¢ , a) N i ,�rSl s - N - TOC:65.26 TOP OF CONCRETE III III O 1� N r �� - _ TBc:s5.2s TOP OF BACK OF CURB f-I O TBC:55.01 17 _ _ 03 17 TOC:54.67 N ` !O -26 TOC:54.54 TOC: TBC:54.89 17 02 / 1 co p0 17 TBC: TOC:55.00 $4 TOC: TBC:55.13 - TOC:55.17 A l _ N TOC:53.04 26 LOD TOC:54.40 TOC:54.14 ` - FG:65.26 FINISHED GRADE `1 W / S TBC:55.42 LOD 03 Ci e 54.85 1.0% S ° 0.8% TBC:54.76 o o .0.8%, I N E TOC:53.07 TOC:53.27 TOC:53.82 TBC:55.34 S n �., 1/ TOC:54.85 02 '° S °? ° TOC:54.74 ro co - 1 - - TOC:54.03 TOC:54.78 TOC:55.16 -- TBC:54.6 S CO TBFC:65.26 TOP OF BACK OF FLUSH CURB 26$�_ - - TOC:53.14 TOC:53.68 °� 26 -- p TOC:55.07 p TOC:54.07 S2 TOC:54.64 O TOC:55.00 O TBFC:54.77 TBC:54.55 TBC:54.27 ° TBC:54.04 <TBC:54.50 TATION=5+38.86 N / TOC:52.91 n_ O, TBC:55.07 uJ - TOC:55.07 03 OFFSET -15.000 (j 3O' 60' / I 2g 0.s% s ° 0 8%-o L s _ - - - - 17 - _ _ _ 1.1% o - - - - - - - - - _ _ - _ _ TOA:s5.2s ME TOP OF ASPHALT ELEVATION Q / 6S TOC 52.69 $3 S 02 ° ro 1 Lf - Os% 1= - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - TBC:55.10TOC:53.89 s 02 ° 03 oFFseT=-r5.000- - - - - - ____ _ _ _ _ _ _ _ _ _ - - - _ _ W MATCH EXISTING ELEVATION °S TOC:52.92 ° - - - - - - 08 - - - - - TOA:54.24_= TOA:54.35 W O U TBC:53.04 _ TOA:54.23 4+0 TOA:54.12 - - _ SCALE.1 =3� z TOC:52.81 _ _ = CS TOA:54 42 STATION=3+48:81 T 09 8„ 5+00 - = 8"0 - z W (n TOA:54.04 _ = TOA:54.08 TOA:53.84 OA. - OFFSET=-15.000 TOA:54.34 OFFSET=-15.000 TBC:53.94 TBC:53.97 - - - - TBC:54.75 - STATIONS+ - OFFSET=-15.000 _ - _ 1 08 z (n = TBC:53.58 - - _ - S - 8"SS _ Z W D- -_ _ _ - _ - _ - - - - TBC:54.54 TOC:54.92 r OFFSET=-15.000 - - - - - - _ - O NOTES: ` - OS TOA: ,$4- - - - 08 0s% - - 13 W 09 - - TOA:52.84 +00 13 08 OS 03 2+00 OS _ 3+00 - ' - - - 265�- - TOA:53.78 - _-_io - TOA:54.54 � f 0 N O / SD SD D TOA:54.34 0 8% - TBC:54.53 STATION=4+03.60 TBC:54.01 - - - TBC:54.74 Z L W o^ TOC:52.76 / i TOA:54.73 5 OFFSET=15.000 - - - 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. < z / p9% STATION=1+01.14 2 / 01 TOA:53.38 18 0.8% 26$4 09 TBC:54.W3 Z OFFSET=15.000 6$ in i O m U / 09 �� 3 1.0% TBC:54.78 STATION=4+18.6 / _ - _ 08 TBC:53.04 �� E q� OFFSET=15.000 - _ U = W STATION:3+90.68 i TBC:54.54 / OFFSET=15.000 TOA:53.66 � TBC:53.58 TBC:53.94 >� TBC:53.97 L D / 26$ LL < p0 I O - �_ g TOA: `Z6� 'TBC:53.16 v STA'TION=1+27.14 TBC:54.51 BC:54.- (n $ °N _ _ / I I G TOA:52.77 OFFSET=15.000 - - - - - I I 0) 13% � LOD CONSTRUCTION KEYNOTES o �c� �$`SA. � � � � � � 1 I 53.77 TBC:52.51 + TBC:53.57 _ _ _ _ _ _ _ _ _ _ _ _ O INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL w rh O TBC:52.51 ` _v 07 PAVEMENT SECTIONS. °' °' N N N N = TOA:52.31 O O 0 O O O U) CURVE TABLE CURVE TABLE ( ) z N o o N o 0 02 INSTALL CONCRETE SIDEWALK ISPWC SD-709 � o N o0 M o CO H] o > z d d d m I CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC Ln m o3 O Luz o Q Ilf C1 48.84' 35.00' 79°57'08" S50°46'03"W 44.97' C24 7.79' 100.00' 4°27'52" S87°01'01"E 7.79' SD-712, SD-712C, & SD-712G, MIDBLOCK) wI],- a aaaaa 10 C2 23.56' 15.00' 90°00'00" N44°15'23"W 21.21' C25 23.39' 200.00' 6°42'06" S84°09'55"W 23.38' 04 INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 it ui C3 23.56' 15.00, 90,00,001, S45°44'37"W 21.21' C26 34.68' 200.00' 9'56'11" S85°46'58"W 34.64' W 11 m I C4 90.70' 65.00' 79°57'08" S50°46'03"W 83.52' C27 11.07' 10.50' 60°23'23" S60°33'22"W 10.56' 05 HANDICAP PARKING STALL C5 34.08' 215.00' 9°04'57" N86°12'09"E 34.05' C28 11.49' 10.50' 62°42'41" S57°53'36"E 10.93' 0 0 os HANDICAP PARKING STALL -VAN ACCESSIBLECD C6 25.56' 15.00' 97'38'16" N49°11'38"W 22.58' C29 48.12' 90.00, 30°38'04" N75°26'01"E 47.55' O0 o 0- W co 07 M z C7 23.85' 15.00' 91°07'07" S45°11'04"W 21.42' C30 94.25' 60.00' 90°00'00" PLACE 4-INCH WHITE PAINT STRIPING cocoN45°45'03"E 84.85' - o cy) m I C� C8 25.66' 185.00' 7°56'54" N86°46'10"E 25.64' C31 18.44' 15.50' 68°09'22" N85°48'20"W 17.37' 08 LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS z rn B co C9 35.80' 25.00' 82°02'40" N41°46'23"E 32.82' C32 23.00' 15.50' 85°00'44" S14°03'27"E 20.95' Q 0 09 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) o z z Y 0 N C10 24.35' 15.50' 90°00'26" S44°15'10"E 21.92' C33 43.51' 90.00, 27°41'52" S14°35'59"W 43.09' (� W � cn Q W O ri C11 24.35' 15.50' 89°59'34" N45°44'50"E 21.92' C34 16.49' 10.50' 90,00,001, N44°14'57"W 14.85' 10 CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET o 0 o U � C12 24.35' 15.50' 90°00'26" S44°15'10"E 21.92' C35 16.49' 10.50' 90,00,001, S45°45'03"W 14.85' C1.07 C13 53.35' 200.00' 15°16'58" N83°06'08"E 53.19' C36 16.49' 10.50' 90,00,001, S44°14'57"E 14.85' 11 CONTRACTOR TO ITEMIZE COST SEPARATELY SS\ONAL F,I,c C14 45.34' 170.00' 15'16'58" N83°06'08"E 45.21' C37 16.49' 10.50' 90,00,001, N45°45'03"E 14.85' 0� &\STFR�.�'1F m INSTALL TEMPORARY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL 08/06/20 C15 18.80' 15.00' 71°48'34" N67°07'50"W 17.59' C38 14.92' 9.50' 90,00,001, N44°14'57"W 13.44' 12 PAVEMENT SECTIONS. C16 21.74' 15.00' 83°03'22" N41°07'58"E 19.89' C39 14.92' 9.50' 90,00,001, S45°45'03"W 13.44' C17 33.21' 25.00' 76°06'47" N38°48'27"E 30.82' C40 12.36' 9.50' 74°32'29" S51°58'42"E 11.51' 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 (p - �73 ,r �0e TF of\oP PCB C18 42.49' 25.00, 97'22'10" N47°56'02"W 37.55' C41 17.49' 9.50' 105°27'31" N38°01'18"E 15.12' S,UNDE sw m 14 C19 78.88' 976.00' 4°37'51" N84°58'34"E 78.86' C42 18.65' 10.00' 106°50'12" S37°20'08"W 16.06' INSTALL VALLEY GUTTER PER ISPWC STANDARDS C20 53.84' 1016.00' 3'02'10" N84°53'58"E 53.83' C43 7.85' 5.00' 90,00,001, N44°14'46"W 7.07' PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS 30' C21 27.66' 200.00' 7°55'25" S88°44'48"E 27.64' C44 15.51' 10.00, 88°51'03" N44°49'15"W 14.00' 15 (PROVIDE COST AS ADD ALTERNATIVE) C22 14.95' 10.00' 85°40'00" N43°35'03"E 13.60' C45 7.85' 5.00' 90,00,001, S45°45'14"W 7.07' FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED C23 8.04' 5.00' 92°05'07" S45°18'45"E 7.20' 16 CONCRETE SIDEWALK OR PAVERS (PROVIDE COST AS ADD ALTERNATIVE) M 17 TRUNCATED DOMES 171 m EX. RETAINING WALL TO BE REMOVED TO THIS POINT TO ALLOW FOR 18 DRIVEWAY CONNECTION. CONTRACTOR TO TIE GRADES INTO PROPOSED 24" I - GRADING. 19 EX. RETAINING WALL TO REMAIN. LL O Q+�� +00 2+�� 3+�� 4+�� 5+00 20 EX. CURB AND GUTTER TO BE REMOVED TO THIS POINT TO ALLOW FOR DRIVEWAY CONNECTION. 21 EX. CURB AND GUTTER TO REMAIN. O z Q U J 267 2670 CD Q Z m 0 0 = Q Q �0 V♦ g � I 0 of + W 266 0 2660 Z KEY MAP O Y O QM _ lllllll o w N Y U AI Ian l/-n) Q M m Q W CI IIJ \ """""""' V M W W W y ¢w m PROPOSED GRADE _ /^�IIIIIIIpIIIII IIIn (IIIIIIII( IIIIn z W N fr J O W 0 IIIICJIlII� Z �!fHOffflfflllHB \ II U U' U - m w PROPOSED GRADE _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O o� 0.7% - - - - - - - - - - - - - - - - - - W r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �a 0.8/o Z C7 U - - - - - - - - - - - - -- -0.8% - - Z II a EXISTING GRADE O 265 e_ - Q o 1 O r.� lwwWwiwWWwugwwWw Wwuwww� _. ._,�. I D 264 2640 263 2635 M O O �co 11� r (V� N M V 'IT -4 'IT7 Lo Lo N Lo N Lo N Lo N Lo N N (fl (fl N N N N N N 0+00 1+00 2+00 3+00 4+00 5+00 cl moo PAGE 6 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.00 PAVING AND GRADING-ROAD A.dwg -C1.00- 3/01/2021 12:01 pm, hallie.hart 1 2 3 4 5 KEY MAP CONSTRUCTION KEYNOTES INSTALL TEMPORARY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL V 1 � 0 12 PAVEMENT SECTIONS. Q-1/ o 0 INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL 01 PAVEMENT SECTIONS. 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 NOTES: W 04 �IIHIIfffHkfIQ HHH B �IIII III U) CD CV V �IIIIII 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709) 14 INSTALL VALLEY GUTTER PER ISPWC STANDARDS 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. W oco N O� 0 0 O I� O INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC O PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS 00 03 SD-712, SD-712C, & SD-712G, MIDBLOCK) 1s (PROVIDE COST AS ADD ALTERNATIVE) O c ._ 00 -� 04 FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED 4 f. Z m o 04 INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 16 CONCRETE SIDEWALK OR PAVERS PROVIDE COST AS ADD ALTERNATIVE Lo 05 HANDICAP PARKING STALL 0 ,7.-I ~ 17 TRUNCATED DOMES 0 Lo LEGEND: �`T c~�I A ^EHHHIBIIiff& !NDcd- �r HANDICAP PARKING STALL-VAN ACCESSIBLE EX. RETAINING WALL TO BE REMOVED TO THIS POINT TO ALLOW FOR LOD LIMITS OF DISTURBANCE 0 O 1$ DRIVEWAY CONNECTION. CONTRACTOR TO TIE GRADES INTO PROPOSED C I N E 07 PLACE 4-INCH WHITE PAINT STRIPING GRADING. TOA:65.26 TOP OF ASPHALT ELEVATION 0 30' 60' N w 19 EX. RETAINING WALL TO REMAIN. TOC:65.26i TOP OF CONCRETE rnn J 08 LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS SCALE:1"=30' V O Z 0 TBc:ss.2s TOP OF BACK OF CURB z z w O 09 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) 20 EX. CURB AND GUTTER TO BE REMOVED TO THIS POINT TO ALLOW FOR w = 0 DRIVEWAY CONNECTION. FG:65.z6 FINISHED GRADE O iv 0 CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET TBFC:65.26 TOP OF BACK OF FLUSH CURB < w O 10 C1.07 21 EX. CURB AND GUTTER TO REMAIN. 0 m D U) TOA:65.26 ME TOP OF ASPHALT ELEVATION (n Q z 11 CONTRACTOR TO ITEMIZE COST SEPARATELY MATCH EXISTING ELEVATION z LL < 0 O - - - - - - - - -- - - - - - H � w O O O N N N 2 CURVE TABLE CURVE TABLE14 N O N O O (O U \ (� co N CO O O CO TBC:59.28 Z N O O N O 0 CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH ` \ TBC:59.12 03 p U Z z c� 17 TOC:59.28 TBC:60.15 sn O W Q Q C1 48.84' 35.00' 79°57'08" S50°46'03"W 44.97' C24 7.79' 100.00, 4°27'52" S87°01'01"E 7.79' e CONTINUE ON SHEET C1.04 Q TBC:57.36 TOC:57.36 � TOC:59.13 17 TOC:60.17 TOC:60.96 Z Q Of TBC:57.03 TBC:57.28 TOO: :57. TOE:59.18 , ' w a a a a a a Z C2 23.56' 15.00' 90°00'00" N44°15'23"W 21.21' C25 23.39' 200.00' 6°42'06" S84°09'55"W 23.38' TOA:57.03 TOc57.44 ° 903� 02 0.7% o.z a 0,- N M N r W l � ° TOE:57.36 � 02 a� �' 1� °TOE:60.02 a a - � ° a° � (� C3 23.56' 15.00' 90°00'00" S45°44'37"W 21.21' C26 34.68' 200.00' 9'56'11" S85°46'58"W 34.64' TOC:56.73 s° rns �. s° 12% w 03 �'---° C22 C23 L ° TOC:60.82 W / TOC:56.76 C20 03 TBC:60.00 O W U C4 90.70' 65.00' 79°57'08" S50°46'03"W 83.52' C27 11.07' 10.50, 60°23'23" S60°33'22"W 10.56' I c1s TBC: TBC:60.63 _ TOE:56.62 TBC:57.28 TBC:58.49 TBC:59.57 _ TOA:58.20 08 U TOA:56.53 STA N=8+76.4 � TOA:59.02 h09 0 � C5 34.08' 215.00' 9°04'57" N86°12'09"E 34.05' C28 11.49' 10.50' 62°42'41" S57°53'36"E 10.93' TOC:56.52 TBC:56.98 FS 0 - - STATION=9+01.04 w w Zsss TOE:56.44 TOC:56.31 C17 TBC:56.89 STATI =7+gg.25 �$ 9+00 OFFSET -20.000 13 +00 Lu = C6 25.56, 15.00, 97'38'16" N49°11'38"W 22.58' C29 48.12' 90.00' 30°38'04" N75°26'01"E 47.55' m s _ T=z1_o3z A 01 ROAD A 01 00 \ TBC:56.74 TOA:59.22 U O O TOC:55.42 TOC:56.06 03 T _ - Z N Q � N w C7 23.85' 15.00' 91°07'07" S45°11'04"W 21.42' C30 94.25' 60.00' 90,00,001, N45°45'03"E 84.85' 1 osi e <s �. s sTA ON=7+56.04 $+0� 09 2 TOA:58.53 2659 - - - _ TOA:60.21 0 0 00 CL W co p °S � � 02 c0 S° ° OFF ET=-1 61. - - LLJ 8' Z M Z M C8 25.66' 185.00' 7°56'54" N86°46'10"E 25.64' C31 18.44' 15.50' 68°09'22" N85°48'20"W 17.37' s TOE:56.30 TBC:56.39 5° - - , - _ � TBc sera 09 8"sS z_ - O U TOC:55.28 T 56. �6 08 8--SS N H ROUNDABOUT TO BE 0 OC:T55.92 TBC:56.20 i� Sj z H 0 STATI N=7+g3.77 8"SS CONSTRUCTED BY OTHERS. Z C9 35.80' 25.00' 82°02'40" N41°46'23"E 32.82' C32 23.00' 15.50, 85°00'44" S14°03'27"E 20.95' w TBC:55.18 TBC:55.82 „SS _�65 S 'SS ET=20.221 - OU FOR REFERENCE ONLY. B = - - - - - \ - - - - - - - _ 7-�'uO - - STArfON=7+52.55 - - / - - TBC:59.23 TBC:59.95 Q 0 C10 24.35' 15.50' 90°00'26" S44°15'10"E 21.92' C33 43.51' 90.00' 27°41'52" S14°35'59"W 43.09' cn _ _ _ _6+00- -- - _ _ _ - - _ _ TOA:56.01 -TBC:57.za - _ _ _ -; - _ - - _ _ _ _ _ w W 01 - - OFFSET 15.000 2657_ - - - - - - - - - - - - - - - - Z Z w Z - - - - - - - - - - - - - - - - - _ O o9 0g - _ - - - - - - - 2657- - - - - - - - - - - - - - - TBC6o.06 - - - - - - - - - - p W C11 24.35' 15.50' 89°59'34" N45°44'50"E 21.92' C34 16.49' 10.50, 90,00,001, N44°14'57"W 14.85' w 2 _ - - _ 1 56.41 2656 TOA:56.29 TBC: - o a� _ _ _ - - -2658 0 Lu U 6SS 13 TOA:55.62 - TOA:56.00 C o I _ _ - 0$ - - II (n Q w O C12 24.35' 15.50' 90°00'26" S44°15'10"E 21.92' C35 16.49' 10.50' 90°00'00" S45°45'03"W 14.85' z - - TBC:55.82 - TBC:56.20 7S M i TBC:56.15 W _ TOA:54.98 "11 -TBC:55.53 U w z 21 _ = TBC:56.12 18 - ---2657 = - - - - - - - - _ C13 53.35' 200.00' 15'16'58" N83°06'08"E 53.19' C36 16.49' 10.50' 90,00,001, S44°14'57"E 14.85' O N- c13 rec:ss.as _ _ _ _ f _ -- - - - - TOA:54 51 ME - - -265 - - - - - - - - - - - - - - - - - - - - - - - - - _ U TBC:55.19, _ \ o TOA:55.95 ME 20 - - - - - - - - - - - - - - - _ - C6. / I 20 TBC:55.01 1 g ti L C14 45.34' 170.00' 15°16'58" N83°06'08"E 45.21' C37 16.49' 10.50' 90°00'00" N45°45'03"E 14.85' \ � 1 - _ _ - - � _ TBc 56.01 /6y5 1�; TOA:54.46 ME 21 � � , ` 21 �19 SS\ FiyG U'! 26$6 TOA:55.51 ME �'2 1 p� TOA:54.39 ME �D��G�s rFR��iji�� C15 18.80' 15.00' 71°48'34" N67°07'50"W 17.59' C38 14.92' 9.50' 90°00'00" N44°14'57"W 13.44' ui TOA:55.26ME G L@D LOD L TBC:54.89 :: 08/06/20 Q C16 21.74' 15.00' 83°03'22" N41°07'58"E 19.89' C39 14.92' 9.50' 90,00,001, S45°45'03"W 13.44' �FJ TOA:54.75 ME TBC:54.87 C17 33.21' 25.00' 76°06'47" N38°48'27"E 30.82' C40 12.36' 9.50' 74°32'29" S51°58'42"E 11.51' / 02 TOA:54. - ME N� 073 .r C18 42.49' 25.00' 97'22'10" N47°56'02"W 37.55' C41 17.49' 9.50' 105°27'31" N38°01'18"E 15.12' / - _ ape TF of C19 78.88' 976.00' 4°37'51" N84°58'34"E 78.86' C42 18.65' 10.00' 106'50'12" S37°20'08"W 16.06' - SUNDE�� C20 53.84' 1016.00' 3'02'10" N84°53'58"E 53.83' C43 7.85' 5.00' 90,00,001, N44°14'46"W 7.07' C21 27.66' 200.00' 7°55'25" S88°44'48"E 27.64' C44 15.51' 10.00, 88°51'03" N44°49'15"W 14.00' C22 14.95' 10.00' 85°40'00" N43°35'03"E 13.60' C45 7.85' 5.00' 90°00'00" S45°45'14"W 7.07' C23 8.04' 5.00' 92°05'07" S45°18'45"E 7.20' 6+00 7+00 8+00 9+00 10+11 00 LL 267 2670 O M Z N O_ z U)M N Y OD ' C O wNLLJ a� J W m� m N n W W - Q� a W D J >_ W 266 ¢ ° PROPOSED GRADE 2660-_o m o Z U o f EXISTING GRADE 0 Q ¢W - - - - - - F- - - - O W �U - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 0F8� - - - - - - - - - - - - - - - - - W = Q 2 EXISTING GRADE - - - - - - 2 U z - - - - - 1 /- O Z (DW W Q v i z Z QZ z W O O 265 2650 Q Q Z v Q 0- Q 264 2640 Q O 263 2635 co � � o O O N N N N L() N Lo N (D �p 0)Lo co m O O co N (0 N co N (.0N (Q N N N N N N D 6+00 7+00 8+00 9+00 10+00 ci 001 PAGE 7 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.00 PAVING AND GRADING_ROAD A.dwg -C1.01 - 3/01/2021 12:02pm, hallie.hart 1 2 3 4 5 KEY MAP C4 NOTES: amn _o CONSTRUCTION KEYNOTES INSTALL TEMPORARY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. �z R 0 C N 12 PAVEMENT SECTIONS. 4 W EO u U) M PAVEMENT SECTIONS. INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 O W L: co & � o 1 v B 14 INSTALL VALLEY GUTTER PER ISPWC STANDARDS > � 00 0 02 INSTALL CONCRETE SIDEWALK (ISPWC SD-709) O �T 4`' � �> co� o � 03 00 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC 15 PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS C I N Z •� O SD-712, SD-712C, & SD-712G, MIDBLOCK) (PROVIDE COST AS ADD ALTERNATIVE) 9 U� 0 30' 60' ® oa INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 16 FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED0 z N O O CONCRETE SIDEWALK OR PAVERS (PROVIDE COST AS ADD ALTERNATIVE) SCALE:1"=30' �e�+la •v�tr.� ;� 05 HANDICAP PARKING STALL 17 TRUNCATED DOMES LEGEND: 06 HANDICAP PARKING STALL-VAN ACCESSIBLE EX. RETAINING WALL TO BE REMOVED TO THIS POINT TO ALLOW FOR LOD LIMITS OF DISTURBANCE N w 1s DRIVEWAY CONNECTION. CONTRACTOR TO TIE GRADES INTO PROPOSED Q 07 PLACE 4-INCH WHITE PAINT STRIPING GRADING. TOA:ss.26/ TOP OF ASPHALT ELEVATION (D O 0 zwcn Toc:ss.2s TOP OF CONCRETE W T- 0 os LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS 19 EX. RETAINING WALL TO REMAIN. 0 TBC:55.25 TOP OF BACK OF CURB Z 0 N 0 EX. CURB AND GUTTER TO BE REMOVED TO THIS POINT TO ALLOW FOR 09 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) 20 Q DRIVEWAY CONNECTION. FG:65.26 FINISHED GRADE m :D _ W CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET TBFC:65.26 TOP OF BACK OF FLUSH CURB Q = W z 10 C1.07 21 EX. CURB AND GUTTER TO REMAIN. 0 2E 3: TOA:65.26 ME TOP OF ASPHALT ELEVATION ILL. < MATCH EXISTING ELEVATION 0 11 CONTRACTOR TO ITEMIZE COST SEPARATELY o CURVE TABLE CURVE TABLE m 0) O o 0 o w N N N N = O O O CD O O un CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH rn (0 N N rn NO co 04 w Z N p O N O ~O C1 48.84' 35.00' 79°57'08" S50'41 44.97' C24 7.79' 100.00, 4°27'52" S87°01'01"E 7.79' O_ j Cj �% �% (j z cn0 w Q Q Q Q C2 23.56' 15.00' 90°1 N44°15'23"W 21.21' C25 23.39' 200.00' 1 S84°09'55"W 23.38' z o Q (If Lu C3 23.56' 15.00' 90°1 S45°44'37"W 21.21' C26 34.68' 200.00' 9'56'11" S85°46'58"W 34.64' \ a a a a a a - C4 90.70' 65.00' 79°57'08" S50°46'03"W 83.52' C27 11.07' 10.50' 60°23'23" S60°33'22"W 10.56' w TOC: 00.84) - __ W C5 34.08' 215.00' 9°04'57" N86°12'09"E 34.05' C28 11.49' 10.50' 62°42'41" S57°53'36"E 10.93' ° roc:so.7s - �� INFILTRATION BED A2 < 69B a LO ° ,_ o TBC:60.67 9 TOC:60.74 O 0.0% Q2 W I TBC:60.39 �-LOD LOD LOD LOD LOD LOD LOD LOD LOD LOn D J _ SEE SHEET C2.02 C6 25.56' 15.00' 97'38'16" N49°11'38"W 22.58' C29 48.12' 90.00, 30°38'04" N75°26'01"E 47.55' tEN C � _ Toc sass 27 G2s -LOD LOD LOD �O TBC:60. 1 TBCso.77 i? D N OD ry TBC:60.69- TBC:60.30 `�' `V TBC:53.29 oap C7 23.85' 15.00' 91°07'07° S45°11'04"W 21.42' C30 94.25' 60.00' 90,00,001, N45°45'03"E 84.85' TOc' 04 �266 p TOA:59.88 TOA:60.100TOA:60.57 in os TOA:60.18 WC8 25.66' 185.00' 7°56'54" N86°46'10"E 25.64' C31 18.44' 15.50' 68°09'22" N85°48'20"W 17.37' 1 L+pp w 13+p STATION=13+30.02 STATION=13+56.02 266j- os W W C614+00 Q1 _ _ � TBC:63.06 Z wjUT TO � = 09 OFFSET=-15.000 OFFSET=-15.000 ROAD A 15+00 _ 16+00 01 T-C9 35.80' 25.00' 82°02'40" N41°46'23"E 32.82' C32 23.00' 15.50' 85°00'44" S14°03'27"E 20.95' UCTED z TOA:59.99 Z FOR 604 Q9 -� -________f - -----_ f 0 ZC10 24.35' 15.50' 90°00'26" S44°1611 21.92' C33 43.51' 90.00, 27°41'52" S14°35'59"W 43.09' ONLY. O 660 0.9% > W TBC:60.38 TBC:60.61 66 W B TBC:60.33 TBC:60.77 s 13 1 2 13 Q 0 TBC:63.06r � Z � C11 24.35' 15.50' 89°59'34" N45°44'50"E 21.92' C34 16.49' 10.50' 90,00,001, N44°14'57"W 14.85' X TBC:60.03 H � z Z LLI 0 C26 (TBC:60.30� Z 0 z Y Lu • C25 ) Q$ iA W 0 > U C12 24.35' 15.50' 90°00'26° S44°15'11 21.92' C35 16.49' 10.50' 90,00,001, S45°45'03"W 14.85' ti6 1 Q W 0 G �TOC:60.64}� TOC:60.86) - _ _ _ Q$ TOC:63.25 Q W Z � • - - _ TOC:60.05 C13 53.35' 200.00' 15°16'58" N83°06'08"E 53.19' C36 16.49' 10.50' 90°00'00" S44°14'57"E 14.85' _ _ - - - -_ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 02_ _ � - - - - _ _ - � � � 0 0 U d ° 8 a ---2659 - -3==�20 a o - a - - - - -1= - - - �- TOC:61.00 - - 3 s- - - - - - - - - ��a- _�' a - - - - - - -- - - - - - - °�=- v s°� 02 - C14 45.34' 170.00' 15°16'58" N83°06'08"E 45.21' C37 16.49' 10.50' 90,00,001, N45°45'03"E 14.85' s roc:ssss - Toc:so.7s s -00 � �° s s s__ _ - - - 6y9=� os R _ _ - - - - - - � roc:s3.as ONA L C15 18.80, 15.00' 71°48'34" N67°07'50"W 17.59' C38 14.92' 9.50' 90,00,001, N44°14'57"W 13.44' _- _2 �? I R - - - g\ EN R os TOC:63.56 1 0�� G\1 C�/li� C16 21.74' 15.00' 83°03'22" N41°07'58"E 19.89' C39 14.92' 9.50' 90,00,001, S45°45'03"W 13.44' ki@ �D eD�� L� Lea-ter - - -Lea's L L��_ rem=�oa'�tio _ - - - - o�ro0 5 ��08/�6�2��a C17 33.21' 25.00' 71 N38°48'27"E 30.82' C40 12.36' 9.50' 74°32'29" S51°58'42"E 11.51' 5"GIRR i C18 42.49' 25.00' 97'22'10" N47°56'02"W 37.55' C41 17.49' 9.50' 11" N38°01'18"E 15.12' (p 1 073 ,r C19 78.88' 976.00' 4°37'51" N84°58'34"E 78.86' C42 18.65' 10.00' 1012" S37°20'08"W 16.06' 9T P pe E�F�O PC9 C20 53.84' 1016.00' 3.02-11 N84°53'58"E 53.83' C43 7.85' 5.00' 90,00,001, N441446"W 7.07' SUNDER`' C21 27.66' 200.00' 7°55'25" S88°44'48"E 27.64' C44 15.51' 10.00, 88°51'03" N44°49'15"W 14.00' I C22 14.95' 10.00' 85°40'00" N43°35'03"E 13.60' C45 7.85' 5.00' 91 S45°45'14"W 7.07' C23 8.04' 5.00' 92°1 S45°18'45"E 7.20' 12+00 13+00 14+00 15+00 16+00 267 2670 IL � N O � O + M .� N N ¢ W N m ii w N PROPOSED GRADE -0.8% W - K ii -� W m, J CO l W W J n OU ¢W L.L 1.3% (D J - - - - W - - - - - - - - 2660 C� - - - - - - - - - - - - - W PROPOSED GRADE ZEXISTING GRADE W Q O W 2 Q W z m O Z O Q o 0 w z z Q ' I U z o O U IY Q 265 2650 Z Q Q CD Z V Q Q 264 2640 Q O 263 2635 0� O rn Ln 00 o N rn C9 6 O o O o r' N N N CDN coN CD N CD N co co c N N N N N D 12+00 13+00 14+00 15+00 16+00 C1 m02 PAGE 8 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.00 PAVING AND GRADING-ROAD A.dwg C1.02- 3/01/2021 12:02pm, hallie.hart 1 2 3 4 5 KEY MAP V1 Ln NOTES: 04R CONSTRUCTION KEYNOTES 12 INSTALL TEMPORARY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL N QIp O PAVEMENT SECTIONS. R o Q[ 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. o R c W � o olio INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL �'+ s U U) cfl oN U i!IHHHOHHHµHB 01 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 M o�!ilff!i!0 PAVEMENT SECTIONS. O W L C N `1 � ' U I'Il I'I O= z �;0) c o INSTALL CONCRETE SIDEWALK (ISPWC SD-709) 14 INSTALL VALLEY GUTTER PER ISPWC STANDARDS O p 00 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS `� l'"I Z o 03 SD-712, SD-712C, & SD-712G, MIDBLOCK) 15 (PROVIDE COST AS ADD ALTERNATIVE) C I N E 4 e;r, oa INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 16 FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED o 30' so' O LO 7. ® O CONCRETE SIDEWALK OR PAVERS (PROVIDE COST AS ADD ALTERNATIVE) N �; 05 HANDICAP PARKING STALL SCALE:1"=30' 17 TRUNCATED DOMES W os HANDICAP PARKING STALL-VAN ACCESSIBLE EX. RETAINING WALL TO BE REMOVED TO THIS POINT TO ALLOW FOR LEGEND: 1s DRIVEWAY CONNECTION. CONTRACTOR TO TIE GRADES INTO PROPOSED N W 07 PLACE 4-INCH WHITE PAINT STRIPING GRADING. LOD LIMITS OF DISTURBANCE r O U TOA:65.26 TOP OF ASPHALT ELEVATION �/ Z W U) 08 LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS 19 EX. RETAINING WALL TO REMAIN. 7 w T- 0 roc:ss.zs TOP OF CONCRETE L os 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) 20 EX. CURB AND GUTTER TO BE REMOVED TO THIS POINT TO ALLOW FOR Z 0 N 0 DRIVEWAY CONNECTION. TBc:ss.zs TOP OF BACK OF CURB � z m :DU) CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET FG:65.26 FINISHED GRADE U) 21 10 C1.07 EX. CURB AND GUTTER TO REMAIN. Q = w z TBFC:65.26 TOP OF BACK OF FLUSH CURB > I- LL � 11 CONTRACTOR TO ITEMIZE COST SEPARATELY TOA:65.26 ME TOP OF ASPHALT ELEVATION 0 MATCH EXISTING ELEVATION O W w CURVE TABLE CURVE TABLE C) N N N = O C) NO O O O W CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH Toc:s3.as I I \\\ v t cl J U) N � °p o oN o LLI � TOC:63.56 CO INUE ON SHEET C1.02 TBC:63.29 , z o 0 C1 48.84' 35.00' 79°57'08" S50°46'03"W 44.97' C24 7.79' 100.00, 4°27'52" S87°01'01"E 7.79' II A ��I Tec 63.23 01 I U) O W Z Q Q w C2 23.56' 15.00' 90°00'00" N44°15'23"W 21.21' C25 23.39' 200.00' 6°42'06" S84°09'55"W 23.38' II e / 08 Q 00o I Apo I I o W Q Z w J TBC:63.44 N tl. I I � N m v �n cfl W C3 23.56' 15.00' 90°00'00" S45°44'37"W 21.21' C26 34.68' 200.00' 9'56'11" S85046'58"W 34.64' I TBC:63.40 X TBC:63.65 I a a a a a a G co N TBC:66.88 I W C4 90.70' 65.00' 79°57'O8" S50°48'03"W 83.52' C27 11.07' 10.50' 60°23'23" S60°33'22"W 10.58' O < co N W A:63. O- 03 STATION=20+79.1'8 TOC:66.65 CONTINUE ON SHEET C1.05 �I° FG:64.21 =TIC I STATION-20+54.18 OFFSET--15.o6o TOC:66.70 W A:62.99 ST N=16+gg.g6 L D-�LOf� L D LOD ' LOD L LOD- ° LOD OFFgET�15.000 L --rL005 34.08' 215.00' 9°04'57" N86°12'09"E 34.05' C28 11.49' 10.50' 62°42'41" S57°53'36"E 10.93' w �oo LO Lpp TBC:66.69p TBC:66.54OFFS =15.000 TBC:64.05 / TBC:65.25 9TO� 9 M TOA:63.46 91 ILOD I 08 p 16 TBC:66.74 I N / � C34 TBC:66.67 aj M 09 C6 25.56' 15.00' 97'38'16" N49°11'38"W 22.58' C29 48.12' 90.00' 30°38'04" N75°26'01"E 47.55' To 1 0 0 13 N I TBC:66.64 TION=21+43.18 TBC:64.12 0 TOA:66.13 i ^ N S ON=17+19.53 FFSET=-15 960 00 O TOA: / TOA:65.05 TBC:66.37 STA 10 =21+13.17 O O C7 23.85' 15.00' 91°0T07" S45°11'04"W 21.42' C30 94.25' 60.00' 90°00'00" N45°45'03"E 84.85' E o00 18+00 cn 17 I TOA:ssss TOA:66.17 TBC:66.74 03 17 oFF E =-15.000 TOA:66.13 cal O IY U) 00 o ° TBC:63.57 TOA: 15 09 / 19+00 I 20+00 TOA:66.25 TOA66.37 O D W co C8 25.66' 185.00' 7056'54" N86°46'10"E 25.64' C31 18.44' 15.50' 68°09'22" N85°48'20"W 17.37' Q TBC:63.62 ROAD A 13 TOA:66.44 21+00 21+43 LL. o 5 TBC:63.74 I 09 TOA: z M _ M 1 U �Z =9% I S ATION=20+78.18 ---- O - O M C J13C:64.05) 266 U7 / 17 0.9� TOA:66.88 �TvA25 � C9 35.80' 25.00' 82°02'40" N41°46'23"E 32.82' C32 23.00' 15.50' 85°00'44" S14°03'27"E 20.95' 01 4 cn 2 I 26 01 OFFSET=1 .000 OOl 5 TBc:64.12 66S 66 08 TBC:66.94 i I TBC:65.25� I � TOA:66.16 TOA:66.54�17 TOA:66.37 i Z C10 24.35' 15.50' 90°00'26" S44°15'10"E 21.92' C33 43.51' 90.00' 27°41'52" S14°35'59"W 43.09' FG:63.84 cO� N TOA:65.95 TBC:66.24 - 19c-t7 AM 4=21+28.18 B ( Cn �,, TBC:66.61 OFFSET=15.00 OFFSET=15.000 0 N FG:63.87 OOl - % TBC:66.79 TBC:66.88 Q W U C11 24.35' 15.50' 89°59'34" N45°44'50"E 21.92' C34 16.49' 10.50' 90,00,001, N44°14'57"W 14.85' FG:64.15 -Goy Goy TBC:65.01, 0O TBC:65.08i ao� ap° 08 op� cn 00 TBC: _ o TOA: Z Z W N cm TOC:64.57� TOC:64.63) I N I TBC:66.81 0 0 UI Y LLI r co d, o TBC: LLI _ C) C12 24.35' 15.50' 90°00'26" S44°15'10"E 21.92' C35 16.49' 10.50' 90,00,001, S45°45'03"W 14.85' o co `o� p N CO 03 CO STATION=20+53.18 CO TOC:66.84 CIOI 9 OOl ~ Q W N co TBC,66.94 Q W ry = 0' C13 53.35' 200.00' 15'16'58" N83°06'08"E 53.19' C36 16.49' 10.50' 90,00,001, S44°14'57"E 14.85' N OFFSET=15.000 cNo Toc:ss.as 03 TBC:66.85 01 01 0 U 0- I 1 I I C14 45.34' 170.00' 15'16'58" N83°06'08"E 45.21' C37 16.49' 10.50' 90,00,001, N45°45'03"E 14.85' C15 18.80' 15.00' 71°48'34" N67007'50"W 17.59' C38 14.92' 9.50, 90,00,001, N44°14'57"W 13.44' 0 5S\ONAL LNG C16 21.74' 15.00' 83°03'22" N41°07'58"E 19.89' C39 14.92' 9.50' 90,00,001, S45°45'03"W 13.44' I G�STF,Q��LF` ° 108/06/20 C17 33.21' 25.00' 76°06'47" N38°48'27"E 30.82' C40 12.36' 9.50, 74°32'29" S51°58'42"E 11.51' C18 42.49' 25.00' 97'22'10" N47°56'02"W 37.55' C41 17.49' 9.50' 105°27'31" N38°01'18"E 15.12' 1 0 I Nj, 1 -73 �. 9 P C19 78.88' 976.00' 4°37'51" N84°58'34"E 78.86' C42 18.65' 10.00' 106°50'12" S37°20'08"W 16.06' Q TF OF - ', I I e S EZ�'P C20 53.84' 1016.00' 3°02'10" N84°53'58"E 53.83' C43 7.85' 5.00, 90,00,001, N44°14'46"W 7.07' UN DE � I1 I 1 I I C21 27.66' 200.00' 7°55'25" S88°44'48"E 27.64' C44 15.51' 10.00, 88°51'03" N44°49'15"W 14.00' C22 14.95' 10.00' 85°40'00" N43°35'03"E 13.60' C45 7.85' 5.00, 90,00,001, S45045'14"W 7.07' C23 8.04' 5.00' 92°05'07" S45°18'45"E 7.20' 17+11 00 18+00 19+00 20+00 21 +00 c6 __ + M N M V O + + + N N II N II N Q Q O U) H N i? � H N M U)N 267 m LU mLL "LL, m 2670 K J Q W �'W Q W O C9 U W 0 p W -0.8% - U' U U' U � - - - - - - - - - - - -0.8% _ - - - - - - - - Z _ _ - - - - - - - - - - - - - PROPOSED GRADE _ - - - - - - - - �EXISTING GRADE C PROPOSED GRADE- - - - - - - - - - 266 N 2660 > Z W QW m ° Q Z =W Z Z � Q H Zuj Q 265 2650 Z Q Q Z V Q a- 264 2640 Q Q 263 2635 m co co CD N N 17 �2 O0 ro co m � a � a LO 1n Gfl m N N N N (o N CO Zo co co co N N N N N D 17+00 18+00 19+00 20+00 21+00 C1 m03 PAGE 9 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.00 PAVING AND GRADING-ROAD A.dwg C1.03- 3/01/2021 12:03pm, hallie.hart 1 2 3 4 5 KEY MAP cl) o � � o CONSTRUCTION KEYNOTES 70 CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET 18 INSTALL HEAVY DUTY CONCRETE PAVEMENT. SEE SHEET C1.07 FOR W 14 N E p p Hp p O C1.07 O TYPICAL PAVEMENT SECTIONS. u 't N o G�fHHOHHOHHi!HHBHHIiH10 01 INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL W M N PAVEMENT SECTIONS. O= z p a0 0C) UO CONTRACTOR TO ITEMIZE COST SEPARATELY [t �� 0 c NOTES: � c O 02 INSTALL CONCRETE SIDEWALK (ISPWC SD-709) O c6 ,_ 00 -c- 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. s Z O INSTALL CD -- 03 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC 12 PAVEMENT SECTIORSASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL Ur SD-7127. , SD-712C, & SD-712G, MIDBLOCK) �'�� '� 0 r- z 0 N A ^o9i+ au " ter 104 INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 Z W 05 HANDICAP PARKING STALL LEGEND: 0 30' 60' N W 14 INSTALL VALLEY GUTTER PER ISPWC STANDARDS r I� Q LIMITS OF DISTURBANCE SCALE:1"=30' v 0 W 0 06 HANDICAP PARKING STALL-VAN ACCESSIBLE Z TOA s5.26� TOP OF ASPHALT ELEVATION W PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS �65 O iv 15 (PROVIDE COST AS ADD ALTERNATIVE) roc:s5.zs TOP OF CONCRETE Z 0 W OZ 07 PLACE 4-INCH WHITE PAINT STRIPING m TBC:65.26 TOP OF BACK OF CURB C/) FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED Q = w z 16 FG:65.26 FINISHED GRADE LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS CONCRETE SIDEWALK OR PAVERS (PROVIDE COST AS ADD ALTERNATIVE) 2 08 � LL TBFC:65.26 TOP OF BACK OF FLUSH CURB - 0 O 09 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) 17 TRUNCATED DOMES W w rn M o 0 0 CD W c- N N N 2 D O p CD CD CD m z N 04 � O N O O OO W z Q Q J j z O Q Q CURVE TABLE 4t w > U) CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH W C38 14.92' 9.50' 90,00,001, N44°14'57"W 13.44' h� h TBC:58.83 TBC:58.91 TOA:61.89 00 TBC:62.44 TBC:57.38 TBC, TBC:58.97 TBC:62.14 \ l O O C39 14.92' 9.50' 90°00'00" S45°45'03"W 13.44' ° h i h • �D STATION=3+91.02 i CV co TBC:57.61 • Q8 h` ` TBC:58.83 4° y . (p� O � 07 • TBC:59.04 Q$ �. ° • �p 09 D OFFSET=-15.000 �' O O C40 12.36' 9.50' 74°32'29" S51°58'42"E 11.51' o TBC:57.55 V � Lee •09 h LOD °h y 09 • �`L LO TBC:62.58 b° Z CL _ � M TBC:60.14 h v C - O M C41 17.49' 9.50' 105°2T31" N38°01'18"E 15.12' =Ljj TBc:s1.71 �„ C45 ps 09 U TOA:62.00 z TBC:62.01 TBC:62.54 C45 19.36' 10.50' 105°38'32' N52°04'13"W 16.73' coB co O 32 cn� 1+00 01 03 6 17 2+00 1.3% TBc:so.a7 Q Q Q TOA:58.69 3+ / TOA:61.51� 5' 4+00 TOA:62.57 TOA:62.23 < W W ~ / z U O ' 18 0 Y W C46 13.63' 10.50, 74°21'28" N37°55'47"E 12.69' z cn ?6S� 09 03 17 26g9 i TOA:59.94 �66� roA:so.z7, 2ss' i , 60, rBFc 6z.00 ,1.9%' TOA:62.44 W Q i i TBc:60.55 0 / OS 8n 17 STATION=4+23.21 STATION=4+23.21 Q LLI 2 Of C47 7.63' 10.50' 41°38'13" S68°25'50"E 7.46' /z OS / TOA:so.oz / TBC:61.6. 03 OFFSET=15.000 OFFSET=-15.000 o 01 01 ol 0- O TBC:57.65 i 1� TBC:50.02 a' C44 C48 16.49' 10.50, 90,00,001, N44°14'57"W 14.85' U TBC:57s1 ' 08 roA:5ssa TBC:62.57 i STATION=2+46.88 TBC:63.000 TOA:57.03 i / TBC:62.84 TBC:52.24 C49 16.49' 10.50' 90°00'00" N45°45'03"E 14.85' , TBC:sa.aa TBc:ss.oa OFFSET=15.000 i � S\ONAL FN TBC:57.37 i TBC:60.71 TBFC:61.91 �J G kNFILTRATION BED 61 TBC:60.33 STATION=2+72.21 � 08 TBC:63.05 ��!G\.STF C50 16.49' 10.50, 90,00,001, S45°45'03"W 14.85' SEE SHEET C2.04 TBC:58.89 TBC:58.97 OFFSET=15.000 TOA:62.83 0 v TOC:58.90 / TOC:58.97 TOC62.41 o OS I 4 �.Op/06/20 Q TOC:62.50 Q9 C1 G C51 16.49' 10.50, 90,00,001, S44°14'57"E 14.85' � i 02 � 01 TOA:63.08 - 052 16.49' 10.50' 90,00,001, N44°14'57"W 14.85' i Q5 TBc 63.zs i TBc:63.zs ,N) 073 �. i C53 16.49' 10.50' 90°00'00" S45°45'03"W 14.85' I i TOC:62.87 CONTINUE ON SHEET C1.05 �De T� Toc:6z.as III I III �I � of &UNDE�� 0+00 1 +00 2+00 3+00 4+00 269 2690 .-. N LL 0 Z z Q 268 2680 J z m ° Q 0 267 0 2670 + 0 cc M11 G z N Q O (n N N Y N W N II W m II O Q � II y o f Q w PROPOSED GRADE U w w U Z m -2. C7 U 1/ W W Lu o� 1.6 W PROPOSED GRADE O U - - - - - - - - - - O Q 266 _ _ - - - - - - - - - - - - - - - W 2660 CL ELEV=2656.827 _1 g% - - - - - - - - - - - - - - - - - - - - - _ _ EXISTING GRADE Z Z U EXISTING GRADE O U W QW 2 L7 z OO W z z 265 0 2650 D 264 2640 m CO Lo co m O o m M M w M M I� CO co m of O o N CD N CD N (p N (o N (p N N N N N N C1 04 ■ 0+00 1+00 2+00 3+00 4+00 PAGE 10 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.03 PAVING AND GRADING-ROAD B.dwg -C1.04- 3/01/2021 12:03pm, hallie.hart 1 2 3 4 5 KEY MAP 0) _o CONSTRUCTION KEYNOTES 10 CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET 1$ INSTALL HEAVY DUTY CONCRETE PAVEMENT. SEE SHEET C1.07 FOR CURVE TABLE N O C1.07 O TYPICAL PAVEMENT SECTIONS. W N E �!IfNBHIi!f 0 CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH 01 N INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL u (A It PAVEMENT O � U �HIi0HHI0HHH!HBHHHfiHO O PAVEMENT SECTIONS. W o N C38 14.92' 9.50' 90,00,001, N44°14'57"W 13.44' Go 11 CONTRACTOR TO ITEMIZE COST SEPARATELY 0� C39 14.92' 9.50' 90,00,001, S45°45'03"W 13.44' Erz oo 02 INSTALL CONCRETE SIDEWALK (ISPWC SD-709) g R o c = > cu' C40 12.36' 9.50' 74°32'29" S51°58'42"E 11.51' NOTES: o c>3 - � � c41 17.49' 9.50' 105°27'31" N38°01'18"E 15.12' INSTALL TEMPORARY INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC 12 PAVEMENT SECCTIONSASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. Z C44 15.71' 10.00, 90,00,001, S45°45'03"W 14.14' 03 SD-712, SD-712C, & SD-712G, MIDBLOCK) III II I L lµp C45 19.36' 10.50' 105°38'32" N52°04'13"W 16.73' 0 z f� ' N 04 INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 A (H+4HHgl1}IIII{gHlllllp �vow-, ; ; C46 13.63' 10.50' 74°21'28" N37°55'4T E 12.69' � 5 4 ^ W C47 7.63' 10.50' 41°38'13" S68°25'50"E 7.46' C I N E C48 16.49' 10.50' 90,00,001, N44°14'57"W 14.85' 05 HANDICAP PARKING STALL LEGEND: 0 30' 60' N W 14 INSTALL VALLEY GUTTER PER ISPWC STANDARDS C49 16.49' 10.50' 90°00'00" N45°45'03"E 14.85' J LIMITS OF DISTURBANCE SCALE:1"=30' (D O Z U C50 16.49' 10.50' 90,00,001, S45°45'03"W 14.85' os HANDICAP PARKING STALL-VAN ACCESSIBLE 7 z = O C51 16.49' 10.50' 90,00,001, S44°14'57"E 14.85' PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS TOA:65.26 TOP OF ASPHALT ELEVATION L_ w I- 15 (PROVIDE COST AS ADD ALTERNATIVE) O C) i i 0 C52 16.49' 10.50' 90,00,001, N44°14'57"W 14.85' TOC:65.26 TOP OF CONCRETE Z LU Z 07 PLACE 4-INCH WHITE PAINT STRIPING < � C53 16.49' 10.50' 90,00,001, S45°45'03"W 14.85' 000 � U) TBc:ss.2s U) (D1s FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED TOP OF BACK OF CURB to Q z o$ LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS O CONCRETE SIDEWALK OR PAVERS (PROVIDE COST AS ADD ALTERNATIVE) FG:65.26 FINISHED GRADE L LL Q TBFC:65.26 TOP OF BACK OF FLUSH CURB 0 09 6 VERTICAL CURB AND GUTTER (ISPWC SD-701) 17 TRUNCATED DOMES o W w rn w o C) (D CD W N N N = CD CDp O O O U N N N N N N Cn Cn (o N o0 O O (o H Z N O O N O O FnO W z Q Q J > Z o Q w a aaaaa I � w > uwi W Q 00 \\\ \ \ \ \\ \ I co p C0 LL UJ \ TOG:64.49 TOC:64.57 p O \ \ a z p c) V A o LL N _ 2 co - Q$ STATION=7+65.96_ _ - _ - _ - - _ TBFC:64.20 03 TBFC:64.27 _ _ OFFSET=-15.000 _ - \ Z TOG _ TBC:66.30 TOC:65.72 \ TBC:66.94 r0 Q Q �66 09 TOC:65.70 TBC:66.26 0$ Q3 0 TOG:65.67 U B TBC:64.63 TBC:64.82 TBFC:65.44 266 \ O LLI O 00 TBFC:65.63 3 TOC:64.89 TOG: 2 zm*� r0 0 Z Z W TBC:63.65 TBFC:65.40 W W 2.83 0 9 ca 10. vL TBFC:65.58 -0 OOl 00� 00� \ ' TBC:64.89 TBC:64.84 N N 666 09 Y s 00l 00� 00� 00j 00� 0 00� OOl 001 om om OOl OQl 00� 00� 00�-� H Cn Q O \ 0$ \° O8 so TOA:65.91 C51 a T . Q W _4TOA:65.78 N 08 TBC:64.17 ti TBC:65.69 09 C40STATION=7+35.95 ryOFFSET=-15.000 03 O8 °� TBC:64.84 IV 2 5+00 09 r+0017 1.0% 7+QQ 17 03 TOSET=-9 ^� TBC:86.88 Q 0 0 (� d U) \ 01 U 17 + 09 \ 01 13 09 \ 01 TOA:66.11 00 9+00 STATION=13+45.74 STATION=13+71.68 ° 63.46 \ 18 1$ 11+00 Z 0.8% 77 \ 10+00 \ TBC:66.94 \ + OFFSET=-15.000 OFFSET=-15.000 \ TOA:64.62 STATION-7+ 3.96 STATION=9+93.86 TOA:64.64 1 2 00 w «� 09 13 13 18 09 01 TOA:65.49 0.8% 13+00 + 7 TOA:64.55 OFFSET=15..58 09 TOA:64.84 STATION=9+68.86 TOA:64.38 \ TOA:66.32 TOA:66.55 13 77 �QNAL F 26 � 2 17 STATION=7+37.96 TOA:65.58 TBC:66.12 OFFSET=15.000 CJS N(� Z 63 TBC:63.67 66 17 26 03 08 TOA:63.98 Q� G�srER %, 4 6$ OFFSET-15.000 TOA:65.58 TBC:66.07 08 26g5 TBC:64.76 OFFSET=15.000\\ 6gG 266 iq \ 13 26 09 \ 2 TOG,63.35 TBC:65.99 TBC:64.83 TOA:64.18 2 4 6 6 STATION=13+47.86 TOA:66.76 to Z \ TOC:65.87 S \ 66 OFFSET=15.000 TOA:66.13 GG Q TBFC:65.41 TOA:63.99 TBC:64.83 TOA:66.37 08�OV�20 O 7S O8 TBC:64.69 TBC:64.94 $ TBFC:65.36 TOC:65.90 TBC:64.40 TBC:55.69 \ 0 TBFC:65.52 C48 C50 in \ 09 STATION=3+g3.21 .• o\ � •.t 09 � TOC65.93 6, TBFC:65.38 �j °\ C52 TBFC:54.35 C53 TOC:64.53 �? OFFSET=969.650 �. • TOC:65.84 TBFC:65.29 9\° o° TBC:64.17 TOC:65.01 TBC:66.94 08 TOC:66.13 \ TOC:66.86 TBFC:64.25 TBFC:64.32 TOC:65.94 02 03 S 1 d° s TBC:66.56 C38 TBFC:66.15 G 17 Nj. 1 073 v TOC:63.41 02 TBFC:65.31 \ TOC:64.71 03 TOC:64.80 TOC:65.86 TOC:65.96 17 17 1 o d TOC:55.13 1 TOG: TOC:64.96 ° TOC:66.25 1° 1 TBFC:66.36 \ OZ TOG:65.89 TOC:64.85 1 - d \ TOC:64.85 TOC:64.93 TOC:65.84 03 17 TOC:65.30 TOC:65.01 TOC:64.65 TBFC:66.19 qT P TOC:65.88 TO 65.82 TOC:64.90 02 \ TOA:65.32 FL: 03 TOA:64.30 TOC:64.24 \ \ TOC:66.65 TBFC:66.32 001 03 �P \ TOC:65.80 08 TBFC:64.23 \ \ TOG:66.70 TOC:66.84 TOA:66.52 S(J \ t FL:64.96 TOC:64.40 \ \ 03 17 N TBC:66.24 TOC:65.33 CONTINUE ON SHEET C1.06 \ roc:ss.zs O \ CONTINUE ON SHEET C1.03 O 0 Tb \ \ --------_ 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 269 2690 N LL 0 Z 268 2680 Z Q J (D Z o 0 U) n o� O �� Y o ¢�c Q 26 7 WN 7 m " W z ` I pJ ,M QLL §W WN C7 9_ PROPOSED GRADE 1 4� O U __ W w - EXISTING GRADE - - - - - - - - - - - - - - - - - - W Q U �� -0 W.7% - - - - - - - - - - - - -Lu - - - - - z W C U - - 2 U - - - - Z - - - - - - - - - - - - - ROPOSED GRADE r _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V W - - - - - - - - - - - - - 7 E STING GRADE `_ 266G 660 U Q I.ML W 0 265 2650 D 264 N Lo 00 'T 0) 0o f1- co ' Lr) m I- a O rn N a ro N O co co r� a Lou� V) un a Nt a v Lo uN CD 6 CO �o CD Oo Zo Oo (O Oo (D Oo (D Oo CD �o (D �o CD (D N (D N CD N co N co N co N co N co N (D N N N N N N N N N N 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 cl 005 PAGE 10 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.03 PAVING AND GRADING-ROAD B.dwg C1.05- 3/01/2021 12:04pm, hallie.hart 1 2 3 4 5 KEY MAP � 0 CONSTRUCTION KEYNOTES INSTALL TEMPORARY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL o OHHHI(J 12 PAVEMENT SECTIONS. T- O!HIHHfJ INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C1.07 FOR TYPICAL N o 01 PAVEMENT SECTIONS. W N EE %OmanVARIES 13 CONSTRUCT ROAD PER TYPICAL SECTION. SEE DETAIL 7 SHEET C1.07 U) M N v GPrIIIIOHH1011ll!fHBll!HIHHO 02 INSTALL CONCRETE SIDEWALK (ISPWC SD-709) O W i CV � O g� INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC 14 INSTALL VALLEY GUTTER PER DETAIL 9 ON SHEET C1.07 0 00 L 03 SD-712, SD-712C, & SD-712G, MIDBLOCK) O INSTALL MODIFIED CURB RAMP, SEE SHEET C1.07 PARKING AREA TRAFFIC RATED COLORED CONCRETE OR PAVERS. USE p lz R o C it z o LIGHT GRAY (IRON OXIDE 860) DAVIS COLORS MIX READY BAGS WITH A �+ J, 2.5"ASPHALTIC CONCRETE (SEE MIX DESIGN THIS SHEET) 15 BROOM FINISH, DOSAGE RATE PER MANUFACTURER'S SPECIFICATIONS O ti I. 05 HANDICAP PARKING STALL (PROVIDE COST AS ADD ALTERNATIVE). �I ~ 10.5 - 3/4" MINUS CRUSHED AGGREGATE BASE O NOTES: ��I� �� N (TO BE CONSTRUTED PER AGGREGATE FOR HEAVY FURNISHING ZONE (SEE LANDSCAPE ARCHITECT PLAN) COLORED � W CONCRETE SECTION) 06 HANDICAP PARKING STALL -VAN ACCESSIBLE 16 CONCRETE SIDEWALK OR PAVERS (PROVIDE COST AS ADD ALTERNATIVE) 1. SEE SHEETS C2.00 - C2.06 FOR UTILITY DESIGN. 8"- COMPACTED SUBGRADE LEGEND: G I N S N W 07 PLACE 4-INCH WHITE PAINT STRIPING Q 17 TRUNCATED DOMES LIMITS OF DISTURBANCE 0 30' 60' Q w 0 TEMPORARY ASPHALT PAVING DETAIL A o8 LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS TOA:65.26 TOP OF ASPHALT ELEVATION SCALE:1"=30' W C1.06 18 INSTALL HEAVY DUTY CONCRETE PAVEMENT. SEE SHEET C1.07 FOR - o iv NOTE: UPON REMOVAL OF TEMPORARY ASPHALT PAVEMENT, 6" OF EXISTING BASEROCK TYPICAL PAVEMENT SECTIONS. roc:s5.2s TOP OF CONCRETE Z � W Z SPECIFIED IN THIS SECTION SHALL BE USED AS THE STRUCTURAL BASE FOR THE FINAL 7" 09 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) m D U) CONCRETE SECTION. rsc:s5.zs TOP OF BACK OF CURB co U) CD 19 6"VERTICAL CURB. SEE SHEET C1.07 DETAIL 7. FG:ss.z6 FINISHED GRADE < z 10 CONTRACTOR TO REPLACE 5400 SF WITH SECTION PER DETAIL 6 ON SHEET LL Q C1.07 TBFC:65.26 TOP OF BACK OF FLUSH CURB - 0 20 CONSTRUCTION JOINT TO BE CONSTRUCTED 4' FROM EDGE OF SIDEWALK CDFUTURE IMPROVEMENTS TO 11 CONTRACTOR TO ITEMIZE COST SEPARATELY BE CONSTRUCTED PER ACHD SHEETS(NOT THIS SET) W rn rn o O O O W N N N m O O NO O O O u) N N N N N N U) N CO CDO Z N O � U) 0 W Q Q Q m OQ > U Z C� z IIc I I > Z o Q Ilf Lu w CONTINUE ON SHEET C1.01 o / a a a a a a ZU' TOA:59.18 TOA:59.98 TOA:60.27 I / ; W W TEMPORARY ASPHALT INTERSECTION FUTURE ROUNDABOUT TO BE CONSTRUCTED PER 00 '-ACHD IMPCD ROVEMENT SHEETS(NOT THIS'ISI T)° SEE DETAIL A � � roc:6o.6s 16 I 02 20 � � N CL W co TOC:63.69 TOC:60.60 06 05 TOC:61.48 TOC:61.65 Z_ _ M TOC:63.51 TOC:65.26 TOC:65.89 N 1$ TOC:63.67 1 g ° TOC:65.29 // Ur CD � i ti ti dl ° TOC:60.70 1 °°° I O C ® ~ TOC:65.85 >Z_ B x 12 TOA:59.49 TOC:60.62 0 0 °� Q$ I TOC:63.12 y ° I _ TOA:58.61 d o�0 °o TOC:63.28 O 0 0 Toc:s5.ao CONTINUE ON SHEET C1.04 1. Q �W 0 TO 58.31 TOA:58.85 08 M �o�o I I `� 08 TBFC:61.55 15 I \ `31° � W U 1 TBFC:61.22 I O I I 08 15 0865.88 0 >Z Y W TOA:57.39 O „Z6 FL:60.48 FL:61.18 FL:61.52 I TBC:65.87 W > U 1 I TBC:65.80 r U) Q W Q TOA:65.58 TOA:58.99 O / C)' 60.73 FL:60.31 1 0 0 U 0- c� co TOA:60.46 1.0% 6 TOA:65. 2 LOD LOD LOE Q W - 01 1 _TOA:61.44 17 ° `Lsn�g 1.7% �j FL:63.34 �6 \ FL:65.14 Q3 - - -f--�- 6 L - - �o6Ia- - - - - - - - - - 14 - �- - N 01 J - - - � TOA:60.63 TOA:60.84 FL: p 17 98 TOA:61.78 TOA:63.65 TOA:65.50 TOA:65.81 �/{ \�N14L _ TOA:58.30 FL:65.28 (p �� \STE TBC:60.71 FL:60.38 FL60.56 I I \ 2665 TOA:65.85 � TOA:66.1 S!S �NG TOA:59.43 I \ FL:65.14 N I LOD LOD LvG FL:63.34 - - - - -- - - - - - O \ - - - - - - TBFC:61.21 TBFC:61.55 ? p OT �8�06�20 � TOA:58. 3 I ,��/ 700 08, FL:61.52 - TOA:65.8 T DA:57.6 I TOA:58 2 0 ° 2° I 2 \ TBC:65.80 TOA:66.01 - / - - - - - • y TOA:58.66 08 15� I 08 TOC:61.28 Q$ ti�� 15 I 08 0� 2° 15 TBC:66.13 I I TOA:65.58 - TOC:61.65 O 08 CONTINUE ON SHEET C1.05 a N i � 1 • / ° O TOC:61.25 I O I 12 // r, TOC:60.58 TOC:61.49 m # 40 om ,® - - • - TOC:60.60 TOC:60.6 I I I 'SUN D r`7 h16 TOC:60. 1 19 TOC: 5.3 16 - - tOC: 63.68 TOC 65.90 I 20 02 1 g 63.73 20 n TOA:59.44 I i off° I N TOA:59.2 TOA:59.76 O� °TOA:60.06 I e 11 I I I I I O I I 1 I I I I I U) 1 1 CONTINUE ON SHEET C1.02 1 I I o Z Z Q L.L 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 C 268 2680 Z Q M ° O CD N 7 7 II II Q W II II 267 16 W 0 Z �� °� W° Z I W N Y Y 2670 o Q W W N W N II m II II ¢]> W W 00� m> Lu r1.1, W III PROPOSED GRADE ij W J Q w a w V �V (7U �U J C7 U Z A a N II PROPOSED GRADE - - - - - - n Ian - - - - - - - - - - - - - - - - - - - - - - L.L v _ - - Y _ - - - _ - _ In II _ _ _ _ - - - - - - - - 266 m - - - - - - - - - - - - - EXISTING GRADE 2660 p _ - - - - - - - - - 1 EXISTING GRADE - - NO I..L 265 2650 D 264 2640 O o O o O M M O o o f a O o N c� v Lo 6 G N U-) N coN ( N co N (D N co CB � coCD N N N N N N C1 m06 0+00 1+00 2+00 3+00 4+00 5+00 6+00 PAGE 11 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.06 PAVING AND GRADING-ROAD C.dwg -C1.06- 3/01/2021 12:05pm, hallie.hart 1 2 3 4 5 KEY MAP a o u N � � p O () M N U c�iHffHB!H!IHHHO OHHHHOHHHIp W � Lf') (n �++i a o! o! ! ® I!o! fHHHHOHHHHOH!IHHIOHHp VARIES L N �HHHHHi1HHHHHIBIH!HHHIO IHIHHHIIfHH HHNHfHI 1fHHHIHHH! HHNHIIH!HHHIHHHIHIHHH� � O- O Q p UO � al = Z _ - 0 o .2) C 00 ~ M � 0 fill a o c z .L oN � CURVE TABLE .~w,� �rT c9 ) � 2.5"ASPHALTIC CONCRETE (SEE MIX DESIGN THIS SHEET) O Lo CURVE# LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH f-i ti 10.5"- 3/4" MINUS CRUSHED AGGREGATE BASE C48 16.49' 10.50' 90*00,001, N44°14'57"W 14.85' (TO BE CONSTRUTED PER AGGREGATE FOR HEAVY I , CONCRETE SECTION) C50 16.49' 10.50' 90*00,001, S45°45'03"W 14.85' 8"- COMPACTED SUBGRADE C55 12.29' 50.00' 14°04'45" N6°1T19"W 12.26' L, I N F N W C56 7.10' 3.51' 115°55'02" S60°58'21"E 5.95' J 0 20' 40' OD zp z U A TEMPORARY ASPHALT PAVING DETAIL c57 3.68' 3.50' 60°14'57" S30°52'32"W 3.51' 7 W o C1.06 C59 6.35' 4.75' 76°38'37" N76°22'01"W 5.88' SCALE:1"=20' = W 0 iV ~ NOTE: UPON REMOVAL OF TEMPORARY ASPHALT PAVEMENT, 6" OF EXISTING BASEROCK C60 3.95' 3.50' 64°36'03" S86°41'59"E 3.74' z uj O SPECIFIED IN THIS SECTION SHALL BE USED AS THE STRUCTURAL BASE FOR THE FINAL 7" m � cz CONCRETE SECTION. Q 0 = W Z ~ � < LL < p 0 III CONTINUE ON SHEET C1.01 p C ° w rn rn o 0 o O W N N N N 2 O O p O O O N N N N N N U) CD U-I z N p O ON O ~O TEMPORARY ASPHALT INTERSECTION O_ O W Q Q Q Q FUTURE ROUNDABOUT TO BE Lu Luz Q w CONSTRUCTED PER ACHD p N M v LU IMPROVEMENT SHEETS(NOT THIS SET) �, AA a a a a a a O °SEE DETAIL A ° 34.82' W w 0 61.07' 12.8' 20' 95.7' 95.57' 20.39' a ° o ° ° O O n L'. n ° ° n A A ° CD o � CL wor- mLL M� °O O °000 °00 co ,• ° w 9 o`s �� PO, p p� o .A s CONTINUE ON SHEET C1.04 U B o A �yQ Q � ° J Q o _ ° 56 O ° C60 Gbh II < W W I- 0 . or 0STATION=1+53.94 z z WOFFSET=-15.700 15.14' 62.21' UW' . 93.3' 7' 93.3' 8.73' Q O °° 1.14' ° � 0 0 U W e O n ° N STATION=1+53.94 JNAL 16.59' 7.59' 93.3' 10.37' _ 4 OFFSET=15.700 9.47' 52.43' ASS S I I �G� F C57 RF y�F 20' . ' 28.32' LOD Q`08�06/20 O �o n �? ca 8293 - _ • 3 • ° • N �T.,S A70 -059 - • • � 9 w � �s 9 Q• ��s so o° �Nq 07 OPT C9A Q o OF /P CONTINUE ON SHEET C1.05 a SUDA NDEFZ a 000000° -, ° o ° � n LOD- �� • °° °a 51.92' 49.28' ° ° 0 7.48, 20' 19.25' 95.58' j 8.08' 85.22' 14.37' A J °o ° o ° 0 Z Z Q C I CONTINUE ON SHEET C1.02 J III 26' � 4' 4' 18.9' 3' 11.5' 11.5' 3' 18.9' 4' 4' Q Z CONSTRUCTION JOINT @ 4' 1.5' 0 1 5' CONSTRUCTION JOINT @ 4' FROM EDGE OF SIDEWALK FROM EDGE OF SIDEWALK Q PROPOSED 3' PROPOSED 3' T- v VALLEY GUTTER VALLEY GUTTER Q Z PROP.CONCRETE PROP.CONCRETE 0 O SIDEWALK COLORED CONCRETE PROPOSED ASPHALT DRIVE SIDEWALK '^ PARKING STALLS COLORED CONCRETE W V, PARKING STALLS � � SECTION A-A z NOTES' 1.THIS SECTION SHOWN FOR REFERENCE ONLY,ALL PAVEMENT SECTION INFORMATION SHALL BE TAKE FROM THE Q GEOTECHNICAL REPORT AND APPLICABLE DETAILS. r , 2.GRADING INFORMATION TO BE TAKEN FROM THE GRADING PLAN. Q 0 I..L D C1 m06A_ PAGE 11 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.06A Dimension Control C.dwg -C1.06A- 3/01/2021 12:05pm, hallie.hart 1 2 3 4 5 V1 � ACCESSIBLE STALL WELDED STEEL SIGN SEE DETAII CN LLo co aJ WELDED STEEL TUBE CAP THIS SHEET SEE DETAIL FOR SIDEWALK INFORMATION 2'-0" N TUBE CAP ACCESSIBLE 6" 1'-6" 0" - 1" BATTER W ) 0 STALL SIGN co Lo (A 0 o Z H i 00 N _11:� HANDICAPPED ACCESSIBLE �i o /1RAMP O O O RAMP _ PARKING SIGN.SIGN TO BE E' O O O E �i _ m L FLUSH WITH SIDES OF _ O Q O Q O Q - O "0" ELEVATION _ a o POST ANCHORED TO POST co co O O O M 70 H m 0 z N VAN 4"STRIPE R = 1/2" _ -ACCESSIBLE R - 1 0 z VAN ACCESSIBLE SIGN LAWN OR HSS 8"x 2"x 3/16" N IN STALL WHERE PLANTING SIGNAGE POSTJ77 A INDICATED ON SITE PLAN SIDEWALK TO BE 1/4" W 00 ,y MAX HIGHER THAN _ PLAN Q 6" 12" 6" PAVING AT JOINTif N Qf w o �� N W 8" 6 CONCRETE 2 4"WIDE STRIPES AT „ R - 3,1/2 Q 1/2 O0 0 o z APRON 0 45'ANGLE 2'-0"O.C. 4 STRIPE (± ) W z a z w � 0 LL.O Lo N F/I ¢ 7 0 N O a _ _ - c� 2%MAX.SLOPE � w z HSS 8"x 2"x 3/16 O in l zfl o \ 0 PAINTED EMBLEM ON Q W SIGNAGE POST SIGN a o ASPHALT PAVING(TYPICAL) EXTEND 34" MINUS N Q (o Q (D AT ALL ADA PARKING STALLS AGGREGATE BASE = W z 711r,1,1111 � 4'-0" 6 BEYOND TBC � Q EXPANSION JOINT SIDEWALK oPLANI� 4 o = ° #4 x 12"LONG ANCHOR BAR °IIIIIIII q rn rn o 0 CD w Ii1 THROUGH TUBING III-1. s 6" MODIFIED REVERSE SLOPE CURB & GUTTER N N N N N CD N U) IIII a - II = ° C1.07 SCALE: NTS z coco o d 11111�1 z 0 > U z of o C� ° a #4 x 12"LONG ANCHOR BAR a ° T1 > z 0 Q (If w I111 IIII I- THROUGH TUBING a = w z IIIIIII N M w ° a a ° 9'0"(TYPICAL) 5'0"STD. 9'0"(TYPICAL) CD IIII - a 111 12'-0"VAN * w > U) 1 III-III-I I-I -I 1- - -'''- -I 1=I INTERNATIONAL SYMBOL OF w N V-6"DIA. ACCESSIBILITY IN WHITE ON A SIDE VIEW BLUE BACKGROUND,CENTERED ON THE CENTERLINE OF THE 00 PARKING STALL,ALIGN LOWER U N p � N 00 SIDE OF MARKING WITH END OF ILL w w m co ACCESSIBLE STALL SIGN TRAFFIC SIGNAGEPARKING SPACE(TYP.) GENERAL SIGNING & STRIPING NOTES: rj-- ) 2 ACCESSIBLE PARKING TYP. _ z B C1.07 SCALE: NTS C1.07 SCALE: NTS 1. CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE 3: o FOR STAKING SIGN LOCATIONS AND OBTAINING UTILITY LOCATES FOR Q z z o U STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL SIGN W (7 3: U w LOCATION OR AS SHOWN ON PLANS. Q w � _ of O O U W INSTALL 6" CURB 2. ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF MERIDIAN SIGNING REQUIREMENTS ONAL (TAPERED TO 0") 6.0' MIN. ASS\ F�c, 3. ALL SIGNS SHALL BE MOUNTED PER ISPWC STANDARD DETAIL SD-1130 STF,Q� Q"08/06/20 DETECTABLE WARNING 4. ALL SIGNS SHALL HAVE TYPE III REFLECTIVITY z SURFACE COLORED RED 5. ALL PARKING LOT STRIPING SHALL BE PAINTED IN 4" WHITE PER STANDARS �(p 073 Z, g 8.3% MAX DOMES SHALL BE RIGID INSERTS TYPE "R1"-1 30" X 30" OF CITY OF MERIDIAN STRIPING LOCATIONS ARE AS SHOWN ON PLANS. ADA Oe TFOF\OPQC� o WET-SET INTO THE CONCRETE PER ISPWC 2 REQUIRED PARKING TO MEET ADA REQUIREMENTS. 19UNDE�� L _ (CONCRETE STAMP AND TO6. ADA/ACCESSIBLE PARKING SIGNAGE INFORMATION IS LOCATED ON ADHESIVE MATS NOT ALLOWED) ( 9 DETAILED SITE PLAN SHEETS INSTALL ONLY WHERE NOTED HI INTENSITY 7. PRIVATE PARKING LOT MARKINGS SHALL MEET PAVEMENT PAINT REQUIREMENTS OF ISPWC 1104 SECTION 2.1. INSTALL 6" CURB STOP SIGN RIGID (CONCRETE) PAVEMENT SECTION TABLE (TAPERED TO 0") ALL STOP SIGNS SHALL ACCOMPANY A 24" WIDE WHITE STOP BAR AT INTERSECTION PAVEMENT SECTION COMPONENT LIGHT DUTY(PEDESTRIAN) Lp I HEAVY DUTY (TRAFFIC) HD PORTLAND CEMENT CONCRETE 4.0" 7.0" MODIFIED ADA DETAIL 4 5 STOP SIGN DETAIL CRUSHED AGGREGATE BASE 4.0" 6.0" C1.07 SCALE: NTS �.07SCALE: NTS Z (1) STRUCTURALSUBBASE NONE NONE O J NOT REQUIRED FOR NATIVE NOT REQUIRED FOR NATIVE SIDEWALK OR LANDSCAPE VARIES C COMPACTED SUBGRADE SOILS 12" TO 95% OF ASTM D698 SOILS 12" TO 95% OF ASTM D698 SEE GRADING PLAN FOR EXISTING FILL MATERIALS FOR EXISTING FILL MATERIALS w 0 PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE STANDARD. CONCRETE CURB VARIES SEE GRADING PLANVARIES (SEE GRADING PLAN) VARIES (SEE GRADING PLAN) ` AND GUTTER PER SD-701 �Vn Q AGGREGATE BASE: MATERIAL TO COMPLY WITH ITD STANDARDS SPECIFICATION FOR HIGHWAY 6" MIN., - -� y• CONSTRUCTION SECTIONS 303 AND 703 FOR AGGREGATE MATERIAL. 3" PAVEMENT STRUCTURAL SUB-BASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF GEOTECHNICAL AGGREGATE PLACEMENT A o Q REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". 2% MAX 2%- --2% 2% MAX UNDER CURB AND A.C. PAVEMENT PER ' � 5" MIN TYPE II �/� z I �- --- �� GUTTER PER GEOTECH. GEOTECH. REPORT AGGREGATE V♦ (n .REPORT. MIN 6" UNDER SIDEWALK w V AGGREGATE BASE PER GEOTECH. REPORT 0 a z ROAD BASE SHOULDE 4" AGGREGATE ROAD BASE SHOULDER Q BASE FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE TYPICAL COMMON ROAD SECTION � _z SECTION FOR RACKHAM WAY 7 r6--�ROAD .07SCALE: NTS PAVEMENT SECTION COMPONENT LIGHT DUTY LD C1.07 C1 HEAVY DUTY HD SCALE: NTS Q ASPHALTIC CONCRETE 2.5 " 3.0 " CRUSHED AGGREGATE BASE 4.0 " 4.0" 3' STRUCTURAL SUBBASE 12.0" 18.0" 11 -21- > F-�- a a a a ° SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE 2" 2" a COMPACTED SUBGRADE PREPARATION SECTION PREPARATION SECTION a 2" 6' O d ° ° a ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND MATERIALS SHALL BE V G d COOF MPLYING 00 WITH ITD URBAN a ° a ° d - COMPLYING WITH ITD URBAN PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX ° ° a ° (.0 CONCRETE STANDARDS DESIGN) i s - - - V \ 6"OF�"MINUS CRUSHED a D \\\ d d a d _ AGGREGATE BASE AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE BASE MATERIAL a ° °< d d °° da a STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF GEOTECH REPORT. THE �� \ \\ �� \ d - 7' PLACED MATERIAL SHALL BE NO GREATER THAN 4". -A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE 6 COMPETENCY AT THE TIME OF CONSTRUCTION. g CURB STOP DETAIL g TYPICAL VALLEY GUTTER DETAIL 1 C1.07 ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE C1.07 SCALE: NTS SCALE: NTS GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER B181762g (DECEMBER 18, 2018) C1 m07 1 PAGE 12 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 PAVING AND GRADING DETAILS.dwg -C1.07- 3/01/2021 12:05pm, hallie.hart 1 2 3 4 5 KEY MAP SEWER KEYNOTES STORM DRAIN KEYNOTES PRESSURE IRRIGATION KEYNOTES WATER KEYNOTES o o 30 EX. SANITARY SEWER MANHOLE TO REMIAN ao INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 a1 INSTALL 6" PRESSURE IRRIGATION LINE N o 20 CONNECT 8" WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC W N E u INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT U) CD N O INSTALL AN 8" GATE VALVE PER W11 31 a1 INSTALL 6" CLEANOUT PER ISPWC SD-506A a2 INSTALL 6"X6"X6"TEE (MJxMJ) M LO N U �HHHHHIIHHHHHIBIH!HHHIO IHIHHHIffHH HHNHfHI NHfHHHHHf HHHHNH!HHHIHHH!HOHHHp EX. 8" SANITARY SEWER LINE TO MANHOLE. O= z o Q � 2z INSTALL 8" PVC C900 WATER LINE 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 a2 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 a3 INSTALL 6" 11.25° BEND W/THRUST BLOCK 00 O 23 INSTALL FIRE HYDRANT PER W8 o c o -C- 24 STUB FOR FUTURE CONNECTION AT MIN 1 /o SLOPE. INSTALL TEMPORARY BLOW OFF 33 INSTALL 8" PVC SDR-35 SEWER LINE ¢ f. Z o ° a3 INSTALL 12" STORM DRAIN LINE as INSTALL 6" 90' BEND W/THRUST BLOCK N O PER CITY OF MERIDIAN STANDARD DETAIL W13 LJ 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 ® 25 INSTALL 8" 22.5° BEND PER ISPWC STANDARDS INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE 44 CONNECT TO PRIVATE STORM DRAIN SYSTEM 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM O 'Z r N 4HHH8HHHH8H!Hl) ��r �, 26 INSTALL 8" 90° BEND PER ISPWC STANDARDS 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 A °� I 36 INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE a5 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 ss PROVIDED ON SEPARATVAULT AND PUMP E PACKOAGE WN FOR REFERENCE ONLY. TO BE 4 G I N 4 W 27 INSTALL 8 SERVICE (8 x8 TEE WITH 8 GATE VALVE ON SERVICE LINE) ❑ N 2s EXISTING 8" WATER LINE 37 PLUG 6" LINE FOR FUTURE CONNECTION 46 SHEET INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 a7 2" IRRIGATION CONNECTION o 30' 60' O Lu 13 U 29 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18 VERTICLE SEPARATION - SCALE:1"=30' V z w 0 MISCELLANEOUS KEYNOTES SEE WATER NOTES - SHEET C0.01 38 INSTALL 6" PVC SDR-35 SEWER SERVICE LINE Z 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) W N O 0 = H O A PROPERTY BOUNDARY 31 INSTALL 8" 11.25° BEND PER ISPWC STANDARDS 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION N m 32 INSTALL 8"45° BEND PER ISPWC STANDARDS 4o INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45° L1Q.. = LL, z VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511E 2 B PRESSURIZED IRRIGATION SYSTEM BY OTHERS LL < o 0 C WATER EASEMENT / g CONTINUE ON SHEET C2.10 / IfiLL27 rn rn o 0 CD w 3 o INFILTRATION BED AND S&G TRAP Al o o No 0 0 0 U) SEE SHEET C2.13 FOR DETAILS N N N N N N W D SEWER EASEMENT / o z N - CO o SD S&G-Al / 55LF OF 12"S.D.@ 0.00% O O W Q Q Q Q p p 37 j z 0 -7 Q Of W / o1�7 I �o\ � a aaaaa FL:2650.09 6" 87 45 \ EXIS ING E ECTRI AL LIN it W I — / — o — el — el — el 6' \ —— — el H I S — el — el — — -- el el —— el el W8" C900 PVC WL e` @ 46 \oo� ��co\ LOD 1 LF 6°Pvc @ 2.00% —— —" C900 PVC WL o \ per L 3738 LOD e\ - 38 s \ 40 SD INLET-A436 24 °O ID o \ Lc `\ o0 0 LODE L D D 43 36 O O� FL:2648.116" ni CV O 0 N L 87 / 81 \ �2�0° \ / 33 18LF OF 12"S.D.@ 0.50% — — — — — 82— — _180 81 LL p _ 120 e 24w \ 0 3 - - - - - - - - - - - - - - - - - 43 — I w z_ co w sa z2 � 4+00 PI 29 +QD � O O __ z B 0 LOD—SDMH-Al SDMH-A2 SSMH-A1 ss CS S 42 22 ZO 80LF OF 12"S.D.@ 0.50% 1+00 OS rV� s — — —w- Q Q o° SD s °S 308LFOF12"S.D.@0.50%S - - - - - - - - - - - - - - - -SDMHA4- — 4LLI 3 - - - - - - - - - - - - - - - 34 z 0 z z Y U 42 w — — w __ __ 43 29 28 34 12LF OF 12"S.D.@ 1.51% p z W U — — w w — w — — 42 w — — — 43 w — — — w w — — — w w w — — 40 — — — w w — — — w w - w �38.37' 8" C900 PVC WL ° Q w O 29 SD INLET-A3 U W 00 � LOD 27 28 40 40 43 APPROXIMATE LOCATION S\ONAL FN O I I L 20 OF 20'EX.WATER EASEMENT 1�;&\S•r�� L + L451_1`OF 12"S.D.@ 0.50% 08/06/20 SD INLET-A2 _ SD INLET-Al 43 30LF OF 12"S.D.@ 0.50% N 073 ,r �De TF OF SOP QO� I m SUNDE�� r 0+00 1 +00 2+00 3+00 4+00 5+00 267 2670 LL O Z LLJ 266 0 2660 Q N U QH W p 7 _ = Z EXISTING GRADE Q PROPOSED GRADE p PROPOSED GRADE _ Z ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - per i - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z11 W Q Z STA-3+09.19 — — - — TOP ELEV=2651.432 Z Lu — — — — — — — — — — — — — — — — — — — — Z EXISTING GRADE STA=4 M p— � TOP ELEV =2650.692 80.37'of 12"S.D.@ 0.50% O U M 12"S.D. 0.50% 2650 265 2'of 12"S.D.@ 0.50 STA 0+43.41 155.79'of 8"S.S. 0.60% 1 76.20'of "S.S. @ 0.60% 1 = TOP ELEV=2649.365 Q � J J J J J Q 6? W OO ? cD W O W 00 Z O uJ M O w Z (D Z O 6 c-. J M Q iv iv m `n (n � W iv �° O Z oo Z(n N 6 �, �-' w 264 -- N �- - �- oo N N - UIII 2640 M w N M M V o N p o U N O co O ' N M m V c� C`• > O � °? O � QOm a; c) p Lo Lo 0° Nmm f� N 1 M � Va° p CNN o CO W _ m 1� N N Q Ln O Q � p ....(� Ln N r O O ' N m ~ a N 2 V N °i cam° N N M m°� m N a N W v N u��n N H M m H M m W N n O a a cfl m (O Q a 6) d' + N + w (.0 O + , Q N N Q � 7 a N V W = V M O O F V N V �' N O N � oZNN j0 � O = NN H � = NNN F � otfNN N � (70 j MO � CO [p cp W ZoN + W � N �, � � Q � 7 N _ Z 7 (n Z_ O = NZZ aZN1 vZN � (n � = NN H � � HU � > O ~ X Q � � - O H � � » O> HU � > � � H (n � > x .. � » O Q O Q - O � Q � Z O U) � z UU � z 9U) U) O — z z 263 - - � � zz = � � � _ _ � � � Zz � � � � ZZz (no _ > cno _ > � � CnU) _ > > 2635 CM p o °O N M M a a v LO LinLO Lo CIO CIO CION CION (� N co N (0 N N N N N N N D 0+00 1+00 2+00 3+00 4+00 5+00 1 C2mOO PAGE 14 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.00 UTILITY PLAN AND PROFILE ROAD A.dwg -C2.00- 3/01/2021 12:06pm, hallie.hart 1 2 3 4 5 KEY MAP 0 a WATER KEYNOTES SEWER KEYNOTES STORM DRAIN KEYNOTES PRESSURE IRRIGATION KEYNOTES �'' N 61HHIO W N E CONNECT 8"WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC 30 EX. SANITARY SEWER MANHOLE TO REMIAN ao INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 S1 INSTALL 6" PRESSURE IRRIGATION LINE u (n It o ol 0 �HHIHHHHHOHHffIHHB OHHHONHHH HfHHHHO OHHNONHHI HHHHIOHHHHi1HHH!HIHN� - CIOIII�� 21 INSTALL AN 8" GATE VALVE PER W11 W 00 N �L INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT o= z O p U INSTALL 6" CLEANOUT PER ISPWC SD-506A s2 INSTALL 6"X6"X6" TEE (MJxMJ) 0 INSTALL 8" PVC C900 WATER LINEEX. 8" SANITARY SEWER LINE TO MANHOLE. � o c 23 INSTALL FIRE HYDRANT PER W8 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 42 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 S3 INSTALL 6" 11.25' BEND W/THRUST BLOCK o R R c ~ Z N STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW OFF 2a PER CITY OF MERIDIAN STANDARD DETAIL W13 33 INSTALL 8 PVC SDR-35 SEWER LINE 43 INSTALL 12" STORM DRAIN LINE 84 INSTALL 6" 90' BEND W/THRUST BLOCK Ln ® 0 z ti 25 INSTALL 8" 22.50 BEND PER ISPWC STANDARDS 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 N II}If{ lo- - 1�' ° INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE 44 CONNECT TO PRIVATE STORM DRAIN SYSTEM 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM x W '4 ` ° �" - - 2s INSTALL 8 90 BEND PER ISPWC STANDARDS 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 �G I N E �¢ 27 Nf INSTALL 8" SERVICE (8"x8"TEE WITH 8" GATE VALVE ON SERVICE LINE) 3s INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE 45 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 86 PROVIDED ON SEPARATE PACKVAULT AND PUMP STATION OAGE WN FOR REFERENCE ONLY. TO BE o 30' 60' N J 28 EXISTING 8" WATER LINE r 37 PLUG 6" LINE FOR FUTURE CONNECTION O INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 87 2" IRRIGATION CONNECTION V 0z z 0 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE SEPARATION - 4s SCALE: W GRAVITY IRRIGATION KEYNOTES 29 SHEET C2.13 z w T- o SEE WATER NOTES -SHEET C0.01 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) 38 INSTALL 6" PVC SDR-35 SEWER SERVICE LINE 8s STUB PRESSURE IRRIGATION LINE FOR FUTURE CONNECTION z p N ~O 91 INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS Q 31 INSTALL 8" 11.250 BEND PER ISPWC STANDARDS 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION 89 INSTALL 6" 22.5° BEND W/THRUST BLOCK cn Q 32 INSTALL 8"450 BEND PER ISPWC STANDARDS 2E 3: Lo 92 INSTALL STANDARD IRRIGATION BOX PER SD-619 OF THE ISPWC INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)450 u- 33 REMOVE EXISTING BLOW OFF VALVE 4o VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511 E O 93 CONNECT TO EX. IRRIGATION BOX I— w o 0 0 o w I L I _ I N N N 7— _ O O Np CD O W O cp ILL N N N N N N � MISCELLANEOUS KEYNOTES o ° > z CONTINUE ON SHEET C2.06 c� Z N O O ON O p O I3 3' 8 C900 PVC WL > Oz Q Lu w A PROPERTY BOUNDARYILL a aaaaa L gc — CONTINUE ON SHEET 2.04 33 ; J) 501-F OF 12"S.D.@ 0.53% 81 . B PRESSURIZED IRRIGATION SYSTEM BY OTHERS FL:2645.806" LLPD 1 I N SD o C N rn o 0 87 43 38 I w N O IY cn o0 U S D I N LET-A6 34 25 33 w LL_ W m C WATER EASEMENT N I 36 37 ■■ 12 I= z cv _ c� EXIS ING E ECTRI AL LINE 40 r o — — — — Z — — co w 40LF OF 12"S.D.@ 0.50% 81 9+00 10 1 83 ' 11+00 9 0 — �, \ — — — = 37 — el FL:2648.92 6" el —— — el ———— el —— — el — — el — — — pb� O°, p l z 37.83LF2.00%. — — — — — — g SS � 8.93LF OF 6"PVC @ 23.24% — el g+0 'SSMH-A4 29ILL B D SEWER EASEMENT �o _ - - - - - - - - - - Pl z SS 0 38 81 24 33 34 — Q W D _ _ - - - - - — — - - - - - 43 SS SS 81 �s� oo� 84 6 34.14' 8" C900PV u z z z w U 3s 40 — — — — — ssMH-A3 SD INLET-A5 87 — — — p — — — — _ U Y W p LLJ 29 ss s 33 - - - - - - - - - 33 82 0. 81 U Q W _ 0 U 7+ — - - - - 87 25 . 81 6+00 _ _ _ _ _ - - 179°' - - - - - - - - - - - - 82 20 0 0 0 d — — — — — — 22 40 33 83 33 89 33 — — — — — 37.32' 8" C900 PVC WL p _T _ _ 31 SSMH-A7 29 �S\pNAL FNG 82 29 92 91 0`��Cp S rEr��RF —— �D D tl��— — rtOD 9D i t9� �El� O ODIRJB-1 I— LOD LOD OOIO6IGO Q F� w w w w w _ _ _ _ _ RIM 2658.60 w — �-♦�� O w w " w — w — w — — w ---- w ---- w ---- w ———— w —— — — -- — y„ INV IN:2654.24 12"(E) STORM DRAIN SYSTEM O :E 91 INV OUT:2654.24 12"(S) DONE BY OTHERS.FOR 27 93 REFERENCE ONLY. LOD LOD O p 28 81 INV IN:2654.16 12"(N) N� 1 073 APPROXIMATE LOCATION 'pO FF I OF 20'EX.WATER EASEMENT I 30 I SUN D��P 3 � I LII I I 88 li � 6+00 7+00 8+00 9+00 10+00 11 +00 12+ 267 2670 O Z N uj O `J C o LLO N O 266 PROPOSED GRADE _ N 2660 O H U w _ — — - - - - - — — — — —w z - - - - - - - - — — — — — — - - STA=11+94.86 = Q p — — — — — — — — — — — — — — — -- — Z TOP ELEV=2656.403 z LU — — — — EXISTING GRADE STA=11+59.39 p Q — — — — — — — — — — — — M TOP ELEV=2654.973 w p z - - - - - � Z Q z Z - - - - z z Q O � fi P p � Q z ; W Q � J 265 2650 � 0— 231.99'of 8"S.S. @ 0.60 330.40'of 8"S.S. @ 0.60 230.55 of 8"S.S. @ 1.00 p Z W J m _ N <O ? o ? o \l 0 J 264 I W v N " - `°`" o N M —� 2640 U M M CO W m M w 00 U + l!') N M N > o vM O coQI� LU FL to � M co < I-- � >(D Qfo �! � �� o'IT Lo M Ui �° W I+ Q Lo N + LU � m `� } W Lo 0+ co0UL Q x O W Q, to cn f� = NN H � ZNN � 00JNF M H - � � 2N O Hzo c�n > ° � o � > Hobo ¢ ccnn u� `° co co >>> > Qa Qa � U) tY ___ z cn co U) Zo 263%5- - - 2635 cry I— c0 c0 M O m O N o N N 00 °D Lo 10 Lo 6 CO o m O O o Lo 00 � CD N co N N (o N (� N N Lo co co co N N N N N N N D 6+00 7+00 8+00 9+00 10+00 11+00 12+ 11 1 11 C2m01 PAGE 15 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.00 UTILITY PLAN AND PROFILE ROAD A.dwg C2.01 - 3/01/2021 12:06pm, hallie.hart 1 2 3 4 5 KEY MAP 0 a WATER KEYNOTES SEWER KEYNOTES STORM DRAIN KEYNOTES PRESSURE IRRIGATION KEYNOTES �4 a)N CONNECT 8"WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC 3o EX. SANITARY SEWER MANHOLE TO REMIAN W : N ❑ ao INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 S1 INSTALL 6" PRESSURE IRRIGATION LINE u (n (D o 0 co INSTALL AN 8" GATE VALVE PER W11 co INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT O W o p N B 31 41 INSTALL 6" CLEANOUT PER ISPWC SD-506A s2 INSTALL 6"X6"X6" TEE (MJxMJ) p 22 INSTALL 8" PVC C900 WATER LINE EX. 8" SANITARY SEWER LINE TO MANHOLE. manZ m — Ln " R 0 (a 0 L � M O /� 23 INSTALL FIRE HYDRANT PER W8 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 a2 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 S3 INSTALL 6" 11.25° BEND W/THRUST BLOCK o R c 4 Z o 24 PER CITSTUB YR FUTURE OF MERIDIAN AON STANTDON AT MIN ARD DETAIL/W130PE. INSTALL TEMPORARY BLOW OFF 33 INSTALL 8" PVC SDR-35 SEWER LINE ® 43 INSTALL 12" STORM DRAIN LINE sa INSTALL 6 90 BEND W/THRUST BLOCK III III O 25 INSTALL 8" 22.50 BEND PER ISPWC STANDARDS 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 N II}Ifl{ lo- -v,�j 1� 26 INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE 44 CONNECT TO PRIVATE STORM DRAIN SYSTEM 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM INSTALL 8" 90° BEND PER ISPWC STANDARDS x W ' 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 G I N E �¢ 27 INSTALL 8 SERVICE (8 x8 TEE WITH 8 GATE VALVE ON SERVICE LINE) 36 INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE 45 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 86 PROVIDED ON SEPARATEVAULT AND PUMP D PACKAGE.SHOWN FOR REFERENCE ONLY. TO BE o 30' 60' N 2s ui EXISTING 8" WATER LINE n Q POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE SEPARATION - INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 8� 2" IRRIGATION CONNECTION V Oz z cU) 37 PLUG 6" LINE FOR FUTURE CONNECTION 46 SCALE: w 29 SHEET C2.13 z Co 2 O SEE WATER NOTES - SHEET CO.01 _ LLI I- 3o INSTALL 6" FIRE LINE (8"x8"x6"TEE WITH 6" GATE VALVE ON FIRE LINE) 38 INSTALL 6" PVC SDR-35 SEWER LINE 8s STUB PRESSURE IRRIGATION LINE FOR FUTURE CONNECTION z p N ~O ryLUZ Q U) 31 INSTALL 8" 11.25° BEND PER ISPWC STANDARDS 89 INSTALL 6" 22.5° BEND W/THRUST BLOCK cq U) (D39 CAP 8" SEWER LINE FOR FUTURE CONNECTION Q Q z 32 INSTALL 8"45° BEND PER ISPWC STANDARDS g � ❑4o INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45° VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511 E o 0 1 GRAVITY IRRIGATION KEYNOTES ~ W rn (� 0 0 0 CD w CONTINUE ON SHEET C2.10 0 0 0 0 0 N a) N N N N N N U) MISCELLANEOUS KEYNOTES 91 INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS Z ; U z C) � 0 z O j OZ o Q w 92 INSTALL STANDARD 4'x4' IRRIGATION BOX PER SD-619 OF THE ISPWC Lu a a a a a a A PROPERTY BOUNDARYILL O� it w 61 M/ _ 93 CONNECT TO EX. IRRIGATION BOX W *n 46 � SD I 40 —LOD LOD LOD LOD LOD 43 LOD LOD LOD LOD LOD LO LOD LOD SDMH-A3 B PRESSURIZED IRRIGATION SYSTEM BY OTHERS U SD INLET-A10' LOD FL:2646.636" 1 ^ OD 00 ILL CD w 38 361LF OF 12"S.D.@ 0.66% 0 O IY M 0 C WATER EASEMENT z 00 13+00 36 37 14+00 ---- - - ILL � _ co c6 Q — — — — — — — — — — — 43 — — — — — 24.26LF OF 6"PVC @ 2.00% 15+00 16�0� rls Q 0 z M — — — — — — — — — — Z w 180°' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 83LF OF 12"S.D. 0.00 o M— Ur � 30LF OF 12"S.D.@ 0.6 o SSMH-A5 Z B D SEWER EASEMENT o ss ss s Ss SS SS SS v SC Q 0 0 O w z Z W I- - - - - - - 33 - - - - - - - - - SDINLET-A9 34 - - - - Lu - - - U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W C� D T. Z- - - - Q W _ 0 PI 40 PI � S1 IRR IRR 92 91 ��S�ONAL E,y 87 IRR IRR ci s1 s9 IRR I Fo G�STF ot� 91 FQ F LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L /O6IZO STORM DRAIN SYSTEM IRJB-2 OD L 08 S) DONE BY OTHERS.FOR RIM:2661.18 REFERENCE ONLY. INV IN:2656.04 12"(E) INV OUT:2656.04 12"(W) - - N� 1 073 ,r of 001 PO�v SUNDE�� I 12 00 13+00 14+00 15+00 16+00 17+00 267 2670 LL O Z M STA=16+54.94 O �� TOP ELEV=2660.331 W P OPOSED GRADE EXISTING GRADE J Z_ TOP ELEV STA - - - - - - O PROPOSED GRADE (..) M O 266 - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N LU W — W _ EXISTING GRADE (n U) 11.30'of 12" .D.@ 0.50% Q Z � Q M O O Z W 2 360.64 of 1 "S.D.@ 0.66% Q W - - - - - - - - - - - z o 0 0 0 0 o Z Z z z Q 83.23'of 12"S.D.@ 0.00% o Z Z Q 7 i INFILTRATION BED A2 L i 265 2650 J . @ 1.00 9.60'of 8"S.S. @ 1.009 382.92'of 8"S.S � `� 1 230.55'of 8" @ 1.00 1.00 J J V Z) O fY LO uJ O Z O O J 00 Z 264 No co � N 7 2640 Q N � rn N O O a OOC C, fA + � Ov N } � ONOoo ri °�DMnj �� N Q H (° (° m Q W 00 Qi co y c'�o + CON N c+7 fJ,J � � N + w N NN H � C/) (O V O (° N Cf) QON N F O N F 2 N Z N Z Z Q Z ° Q N Z O H � » O> 263 cngQ, = > � � � zz � � Hod > > cncn � ?? ? `o `n � _ = 2635 o0 N N ~ a N N O m O o O o N �i co ri to N N N coN (DN (D N N N N N N N D 12+00 13+00 14+00 15+00 16+00 17+00 C2mO2 PAGE 16 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.00 UTILITY PLAN AND PROFILE ROAD A.dwg C2.02- 3/01/2021 12:07pm, hallie.hart 1 2 3 4 5 KEY MAP 0 a WATER KEYNOTES SEWER KEYNOTES STORM DRAIN KEYNOTES PRESSURE IRRIGATION KEYNOTES N 61HHIO W CV E µµµµp ppp 20 CONNECT 8"WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC 30 EX. SANITARY SEWER MANHOLE TO REMIAN ao INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 S1 INSTALL 6" PRESSURE IRRIGATION LINE u � o 0 �HHIHHHHHOHHffIHHB OHHHONHHH HfHHHHO OHHNONHHI HHHHIOHHHHi1HHH!HIHN� _ C17 INSTALL AN 8" GATE VALVE PER W11 W ao � � INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT O o p N v 31 41 INSTALL 6" CLEANOUT PER ISPWC SD-506A s2 INSTALL 6"X6"X6" TEE (MJxMJ) O 22 INSTALL 8" PVC C900 WATER LINE EX. 8" SANITARY SEWER LINE TO MANHOLE. Z 00 O c 23 INSTALL FIRE HYDRANT PER W8 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 o �a2 S3 INSTALL 6" 11.25° BEND W/THRUST BLOCK R o 1-0Z o fill O O 24 PER CITY OF MER D AON STANDARD DETAIL/W13 ti SLOPE. INSTALL TEMPORARY BLOW OFF 33 INSTALL 8" PVC SDR-35 SEWER LINE 43 INSTALL 12" STORM DRAIN LINE sa INSTALL 6" 90° BEND W/THRUST BLOCK III I I0 r' ® ;r, 0 25 INSTALL 8" 22.5° BEND PER ISPWC STANDARDS 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 N II}Ifl{ lo- - 1� INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE 44 CONNECT TO PRIVATE STORM DRAIN SYSTEM 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM x W p` "��`�" � °� _ 26 INSTALL 8 90 BEND PER ISPWC STANDARDS tt' 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 27 INSTALL 8" SERVICE (8"x8" TEE WITH 8" GATE VALVE ON SERVICE LINE) 45 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 86 VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE C t N E N 36 INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE PROVIDED ON SEPARATE PACKAGE. w GRAVITY IRRIGATION KEYNOTES 28 EXISTING 8"WATER LINE o 30' so' INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 87 2" IRRIGATION CONNECTION V Oz z 0 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE SEPARATION - 37 PLUG 6" LINE FOR FUTURE CONNECTION 46 SHEET C2.13 SCALE:1"=30' z Co w O 29 SEE WATER NOTES - SHEET C0.01 uj 91 INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS Oo N 3o INSTALL 6" FIRE LINE (8"x8"x6"TEE WITH 6" GATE VALVE ON FIRE LINE) 38 INSTALL 6" PVC SDR-35 SEWER SERVICE LINE Z O � � z 92 INSTALL STANDARD IRRIGATION BOX PER SD-619 OF THE ISPWC 31 INSTALL 8" 11.25' BEND PER ISPWC STANDARDS 00 U 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION Q Q z 32 INSTALL 8" 450 BEND PER ISPWC STANDARDS � g 3:93 CONNECT TO EX. IRRIGATION BOX 40 INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45- �-` � VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511 E o 0 w W rn w o 0 0 CD w CONTINUE ON SHEET C2.10 0 0 0 0 0 o ai N N N N N N MISCELLANEOUS KEYNOTES O I CONTINUE ON SHEET C2.02 SDMH-A33 I I I I U � U Z � U Z 22.83 8 C900 PVC WL 45 I O U O w Q Q � O oS 42 3S I I 22 j Z o -3 2 Q A PROPERTY BOUNDARY 81 I �X \ 3�F I I w a a a a a a I � � � 87 35.85' 8" C900 V Lu � � N w SiD S&G A2 43 O OF I 43 I w �2-. CONTINUE ON SHEET C2.05 W W 0 11LF OF 12" .D.@ 0.50% SO LOD LOD LOD LOD LOD OD LOD LOD LOD LOD LOD LOD LOD L LO p B PRESSURIZED IRRIGATION SYSTEM BY OTHERS 82 i 1.00% SD INLET-Al2 81 C 40 87 33 84 22 1 _ �j p0, _rn o 5 I Id 1 a3 18+00 Id 19+00- Id Id -20+00 1d 21 °SI' .99' 8" N w m CD C WATER EASEMENT 1 32 21+00 21+43 L Qo z N � = M 34 o �� 22 -Z I z SSMH-A6 OO O 24 SSMH-B1 I i Z B D SEWER EASEMENT I o7\ _ I 27 22 p '� 81 I \OOl 15.88LF OF 6"PVC @ 2.00% 34 J 21 Oo 0 LLI z z> � w 33 GOl GOl GOl QOl OOl 40 ❑Ol OOl 00� 00� C70� C70� (101 FL:2657.11 6 28.84LF OF 6"PVC @ 2.00% w z z () Lu 91 I SD INLET-All 40 -J� °0139 87 ao� J (101 j H U) Q w O I o 0 o U 0- o I I 36 33 FL:2657.37 6" 1 1 22.81' 8" C90d PVC WL I o �5\0 L ENG o I �G\S T o I 1 � Q-08/06/20 cn 01 N� 1 -73 ,r 1 1 �Oe TF OF I SVNDER�' 17+00 18+00 19+00 20+00 21+00 22+00 267 2670 LL O — - - - - - - - - - — — Z RADE— — — — — — — Z PROPOSED G STA=21+1 .90 — — — — — — — — _ _ _ �EXISTING GRADE ih TOP ELEV=266 .334 w STA=17+50.09 - - - — — — — — — Z TOP ELEV=2660.U1— LL(M 266 2660 > 0 U Q 11.30'of 12" .D.@ 0.50 H Q W W 2 fn O 73.42'of 12"S.D.@ 1.00 W Q Z Z ' Z Q Z I 265 2650 ui 0— Q � J J J CT Z) cl cl�p O O _V co Z c`') W iV � co 264 z � v W _ N �, ,, N - p � 2640 N O m Omm co °' L65 ,- No O ONOo ai oo O � o ai r � Qco � + LLI Q o M N t W O a HMv m u W coQ' O � N OQ � mm N MW � QM � N h W ct N + IjCMON N ~_ (O NN � = C'4 ? � � = NN j � ZNZ Z �: —, Qd Q 06 Q 04 . O Q . Z Z O H a Q Z O Q � - O Z O � - H � — » > HCn � > > — > > Q H � M — > > cq cn fY >> Z co Z Z U) C/) Z Z H C) _ > (n c0 263 � � � Z Z � � � _ _ CnU) 2635 m co co CD N N 17 �2 O) . O0 ro ,I: M r a a Lf> u CO o Co N N N N co N co N N N N N D 17+00 18+00 19+00 20+00 21+00 22+00 C2mO3 PAGE 17 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.00 UTILITY PLAN AND PROFILE ROAD A.dwg C2.03- 3/01/2021 12:07pm, hallie.hart 1 2 3 4 5 KEY MAP 0 o WATER KEYNOTES SEWER KEYNOTES STORM DRAIN KEYNOTES PRESSURE IRRIGATION KEYNOTES f1fff1Bfllf�� 20 CONNECT 8" WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC 3o EX. SANITARY SEWER MANHOLE TO REMIAN W N E ❑ ao INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 s1 INSTALL 6" PRESSURE IRRIGATION LINE u U) CD N o M III III 21 INSTALL AN 8" GATE VALVE PER W11 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT W L 00 N � 31 a1 INSTALL 6" CLEANOUT PER ISPWC SD-506A s2 INSTALL 6"X6"X6"TEE (MJxMJ) O= z o rn 0 . . � I� EX 8 SANITARY SEWER LINE TO MANHOLE 22 INSTALL 8" PVC C900 WATER LINE R x o o = 00 0 INSTALL FIRE HYDRANT PER W8 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 a2 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 s3 INSTALL 6" 11.25° BEND W/THRUST BLOCK o �' P4 ~ co o STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW OFF 24 33 INSTALL 8" PVC SDR-35 SEWER LINE �� PER CITY OF MERIDIAN STANDARD DETAIL W13 a3 INSTALL 12" STORM DRAIN LINE sa INSTALL 6" 90° BEND W/THRUST BLOCLo K ® 0 z 25 INSTALL 8" 22.5° BEND PER ISPWC STANDARDS 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 N A cluiu �lll b71r I =;�,_ 2s INSTALL 8" 90° BEND PER ISPWC STANDARDS INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE as CONNECT TO PRIVATE STORM DRAIN SYSTEM ss CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM O 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 I N 27 INSTALL 8" SERVICE (8"x8"TEE WITH 8" GATE VALVE ON SERVICE LINE) 3s INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2°/D SLOPE a5 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 ss PROVIDED ON SEPARATEVAULT AND PUMP PACKOAGE WN FOR REFERENCE ONLY. TO BE 0 30' 60' N w 28 EXISTING 8" WATER LINE SCALE:1 30' n � Q "= 37 " s INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 s� 2" IRRIGATION CONNECTION Oz z cn W 0 29 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18 VERTICLE SEPARATION - PLUG 6 LINE FOR FUTURE CONNECTION a SHEET C2.13 O MISCELLANEOUS KEYNOTES O SEE WATER NOTES - SHEET C0.01 _ OW � 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) 3s INSTALL 6" PVC SDR-35 SEWER LINE 7 o N O A PROPERTY BOUNDARY L.L.. Q IY �_ 31 INSTALL 8" 11.25° BEND PER ISPWC STANDARDS 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION Q Q O Z 32 INSTALL 8"45° BEND PER ISPWC STANDARDS LIJ B PRESSURIZED IRRIGATION SYSTEM BY OTHERS 4o INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45° < ❑ VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511 E o 0 C WATER EASEMENT w rn M o O O O w N N N m O O NO O O O cn N N N N N N U) D SEWER EASEMENT z c��l o o COo 0 OO w z Q Q ? z w z o Q Of w i 4 44444 w i w e OD MO SD INLET-B1 ~ ` r O LL � CL or— co 40 15LF OF 12"S.D.@ 0.50% • ti s I z_ C 4 M tI o '` Z U 45 INFILTRATION BED AND S&G TRAP B1 B w SEE SHEET C2.13 FOR DETAILS 3: 0 0 _+00 0 z z W U cn O 62LF OF 12"S.D.@ 0.00% 1+pp 0 Y W Z 2+pp 3+pp 4+pp w U O 43 4 � Lu _ 43 Z SD S&G-B1 46 0 0 � U � 30LF OF 10"S.D. @ 0.50% z 15LF OF 12"S.D.@ 0.50% 43 SD INLET-I CU2 S\ ONAL 40 INV IN:2657.64 10"(S) ot��S G\STF,Q SD INLET-B2 rINV OUT:2657.64 10"(N) 06 �0 ?� SD INLET-ICCU1 �$ /20F 501-F OF 12"S.D.@ 0.53% 40 40 43 44 N� 073 ape TFOF\OPP�� CONTINUE ON SHEET C2.05 SUNDE�� y N LL O Z 0+00 1 +00 2+00 3+00 4+00 LLJ C 268 2680 J co I-L > O 0 � m O Vz` N � Z 267 2670 Q Z + M w Q W N In O N (n a; cn K II II Y W W CV Lu Q c° co Q W W (.� U w W N O J Y m � of J z w N W W U' V Z X u J W O °° w w J UPROPOSED GRADE — — — — — — — — — — — — — — — — — — — F _ _ _ — — — — — — — — — — — — — — — Z O 2660-- GRADE BREAK STA=0+00.00 O �j CL ELEV= 2657.03 — — — — — — — -2660 — — — — U EXISTING GRADE W — W 2 CO O W Z) 62.29'of 12"S.D.@ 0.00 Z INFILTRATION BED B1 H Z O U 265 J 2650 0 z 0 � N O W O w>i Z CD � - c° O c) Lo D _ m9 , N iV O M ~ O uni N O H N N V °D o (.0 — � v + w (O (° + W (ON ONE a Nan In JNN H J (O m M Co r M M m ,M Z Z Q Z N 7 w � M (° (o �� N + w (oN � o � > > ¢ � ° N + U pJ (DN F 0 -6 (14 NN L- OJ NH Z N U) z z 0 Z > z z z z U � � z z cncn � _ 264 2640 ' co (D Lo 00 O O Mo m M M M w r; CO o a7 o O o N ni Lo Lo U-) (D co CD N (o N (o N (o N (p N N N N N N 0+00 1+00 2+00 3+00 4+00 C2mO4 PAGE 18 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.03 UTILITY PLAN AND PROFILE—ROAD B.dwg -C2.04- 3/01/2021 12:08pm, hallie.hart 1 2 3 4 5 KEY MAP 0 a WATER KEYNOTES SEWER KEYNOTES STORM DRAIN KEYNOTES PRESSURE IRRIGATION KEYNOTES N U W � N E Ill!r +o �� 20 CONNECT 8"WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC 30 EX. SANITARY SEWER MANHOLE TO REMIAN ao INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 S7 INSTALL 6" PRESSURE IRRIGATION LINE cn (0 o 0 M LO U)INSTALL AN 8" GATE VALVE PER W11 W CIDN RINSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT ,I O o p v 31 a1 INSTALL 6" CLEANOUT PER ISPWC SD-506A s2 INSTALL 6 X6 X6 TEE (MJxMJ) - p I 22 INSTALL 8" PVC C900 WATER LINE EX. 8" SANITARY SEWER LINE TO MANHOLE. 0 c 23 INSTALL FIRE HYDRANT PER W8 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 a2 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 S3 INSTALL 6" 11.25' BEND W/THRUST BLOCK o R R 0 ~ Z cc) STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW OFF U� 2a PER CITY OF MERIDIAN STANDARD DETAIL W13 33 INSTALL 8 PVC SDR-35 SEWER LINE 43 INSTALL 12" STORM DRAIN LINE s4 INSTALL 6" 90' BEND W/THRUST BLOCK Ln z III O `� H 0 25 INSTALL 8" 22.5° BEND PER ISPWC STANDARDS 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 N ° 44 CONNECT TO PRIVATE STORM DRAIN SYSTEM 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM x A ��°�`�' _ -� � 26 INSTALL 8 90 BEND PER ISPWC STANDARDS 35 INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD 511 VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE C [ N E 27 INSTALL 8" SERVICE (8"x8" TEE WITH 8" GATE VALVE ON SERVICE LINE) 36 INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE 45 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 86 PROVIDED ON SEPARATE PACKAGE. N w MISCELLANEOUS KEYNOTES 28 EXISTING 8"WATER LINE o 30' so' Q INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 87 2" IRRIGATION CONNECTION V 0z z 0 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE SEPARATION - 37 PLUG 6" LINE FOR FUTURE CONNECTION as SCALE:1" w ❑ SHEET C2.13 Z Co � O A PROPERTY BOUNDARY 29 SEE WATER NOTES - SHEET CO.01 7 0 Z N ~ 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) 38 INSTALL 6" PVC SDR-35 SEWER SERVICE LINE a7 INSTALL 10" STORM DRAIN LINE � w Of z B PRESSURIZED IRRIGATION SYSTEM BY OTHERS 31 INSTALL 8" 11.25° BEND PER ISPWC STANDARDS 00 Q 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION Q w z 32 INSTALL 8"45° BEND PER ISPWC STANDARDS � 2E 3:4o INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45° L-` � C WATER EASEMENT VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511 E Q 0 w W D SEWER EASEMENT O N N N = O O NO CD O O cn N N N N N N cn cn Cfl N °p O O O Z N O O N O Fn O w z Q Q Q J 5; Z Q Q w w Lu J a i \ � a 44444 44 D I i \\ \\ w I ❑ o a \ o ° ni 8" C900 PVC \ L \\CONTINUE ON SHEET C2.07 I 23 \ \ O c�i O IY M o0 FL:2657.37 6' CD `o C CONTINUE ON SHEETC2.09 ILL. _ of- z (�j M ao� a01 a 22 ao1 ao� ao� ao� ao - 1ao�6" C 9nn P 22.81' 8" C900 PVC C 37 (� U 0- _ , > - 40 ac� r 1 30 ao1 ao1 aoI ao� ao� ao� ao� ao1 ao� ao� z w 3g 26 21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SD INLETB3 22 21 -- - - - 35.85' 8" C900 PVC '��JCN-PVC ��OD B = 5+002 - - - - - - - - - - - - � 6+00 7+00 33.,w 267.55' 8" C900 PVC 29 27 21 27 21 - - - - 21 22 r Q Q Q oPiL goo, - - -8+00- - - - - - - - - - - - - -9+00=11"" "- - - - - - - - - - - 10+00 34 112.66' 8" C900PVC " o Of w v $'w - - 130.00 8 C900 PVC o z z 47 - - - - - - - - 11+00- - - - - - - - - - - - - - -12+00_ - 33 sw - �3$09 - - - - �34 130 Q (D v w W 81 SSMH-C2 29 - Ss - - - - - - - - - _30LFOF10"S.D.1@1.00% 22 3q H cn Q w O - - - - SS - - - - - - - - - - - - - - - - - -� SSMH-B3- 27 II Z ss ss rn 734=H' 990� - - - - - - - - - - - - - 25 - a PVc@z.00% < Q Q U d O S SS - - - - - - - - - - - - - - - - - B2-B2 _ _ 29 SSMH-61 28.84LF OF 6" Z 34 � PI PI PI F10.47LFOF6"PVC@2.00% o PI I SS cOo S 22 M o _- 22 40 b/ 36 38 22.83' 8PIC900 VC PI o U •' f I I 29 87 10.01 LF OF 6"PVC @ 2.00% 0 00 29 84 72 38 36 •' S •� '.S 1 11 ' „ 433 �10.217( _S29 _ _ 81 oo 21 6 81 22 FL:2655.54 6" S\ONAL �c 81 I 31 9.50 00 PVC Reg ao� 36 38 Cqnn PVC 87 D 81 36 38 32 PVC @ 2.00% TF� • FL:2654.94 6" FL:2656.42 6" 24 25.59 8 C9♦O FL:2657.11 6" 37 37 24 37/ 4pp 11 08�06�20 s 33 I I 23 22 3 INFILTRATION BED AND S&G 24 22.83' 8" C900 PVC- 24 2 TRAP B2 _CONTINUE ON SHEET C2.06 30 SEE SHEET C2.13 FOR DETAILS 47 I ONTINUE O C2.03 N� 1 073 ,r r _ l Oe TFOF��PP� 46 45LF OF 10"S.D.@ 2.60% of I SUNDER I50LF OF 10"S.D.@ 0.00% D 0 - - SD S&G-B2 0 45 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 268 2680 N a LL + O O a O o ,v°i oj II + 7 II Z N N (O Q O II a II 7 M II !n Q + Q N (O 1° Y U) Ln Q 0 II (° Q (�° II W N Y (O F (�°q II F aM° Y ° W N O 267 m Q � �' y � " 2670 °J w N > K II Q �O aJ Q c° K II W w w Y (° W' II ❑ J m > W N Y W N m > ❑ J Q c° co Q W W W II Q c° d' II W W Q w J C 10 N ❑ J CCU Qw W W of LIJmw Qw � U > it J LL w O O O PROPO ED GRADE U ¢ w U EXISTING GRADE v - - - - - O a' J a' J - - - - - - - - - - - - - - - - - U 0 v PROPOSED GRADE (D U STA=7+42.27 Z j TOP ELEV 43 / - - - - - - - - - - - - - - - - - - - - - - STA=13+54.99 =2662.755 Z - TOP ELEV=2663.332 W - - - - PROPOSED GRADE Z_ 2 M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STA=10+36.30- - - - - - - - - - - - - - - - - - - - In O - - - EXISTING GRADE TOP ELEV=2660.795 � Q W EXISTING GRADE m O 2 2 0 2660-? ATER MA 60 IN ' Z Q Z 50.11-of 10"S.D.@ 0.009% Q 0 co Z 68.00'of 8" S. CO) .60% E INFILTRATION BED B2 W 0.60 295.40'of 8"S.S. 0.60% 47 O = 1 265 2 50 J Z Z _ _ _ _ Z W Z) Lu M of N o zw Nco N o � o rn O C j ri W 0 reiw c�IN rn � W z� N O mm ° r _ > w n00 I` O �17N � c°m v, ISO f� H 1 O W O W O �i° t W �+ O t W O Toro oro co N N cD V N o ,� N N o o M O M m i° �.7 >Q M LL") >Q (}O Cp u Q O O Ln N N O Q U) m O N m l(� N CO N l(� m CO °j O N^ Ln CO Q > } O N N N Q Q X Q CX > m O N N Hx 1� = NNN H x H- _� MHMoi c`°o MmMro cam° M � MIn V MMvv cam° V d' + W } OmONN N - � = Nmm Cn °° ZZ cn °° (n00 }O W CON N � i CON N O W O Om � °m N W � � O W (n W MNN H ~ ~ ~ 00 Zz 7 H' U) >> O> - Z N N j 06 N N j Z N .. = C,4 N N j (n >Q> 0' 2 N (n °0 (n °0 (n aD Q W -- O O (n (ndZz z Q Z p Q (n Z_ p Q p Q � Z_Z_ p (n Q > QLL z_z_ H (n - » > H 02- > > H0 � > > I- � � > H co >> > u) H - U) cn � » U) cn z _ 264 (n cn of ? Z co tY ? ? co (n (n z z z (n co cn (O Ul cn z z z LNL 2 2640 N L() O � O � � O ti O Lf� N Lq Ln N n O m N N N N O o c'7 m v Lo Iri Lo Iri a a a Lo Iri CD cfl O O O O O O O O O (p N (D N (D N (D N (D N (D N (� N (� N (� N N N N N N N N N N D 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 11 1 11 C2mO5 PAGE 19 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.03 UTILITY PLAN AND PROFILE-ROAD B.dwg -C2.05- 3/01/2021 12:09pm, hallie.hart 1 2 3 4 5 KEY MAP R R 0 o MISCELLANEOUS KEYNOTES o V �,° p;,l/ IAHHHNfJ 46 w CV CN E PROPERTY BOUNDARY 45 ~ W 't 0 0 �@HHB I y U) CO N U p �11 - M t°41HIHHiHO!HIHfIHBIH!iHHHO p O- W 0 co D & UO A B PRESSURIZED IRRIGATION SYSTEM BY OTHERS I r- G I E �4 0) 00 SD S&G-Cl 5 (6 - O 44LF OF 15"S.D.@ 0.00% (6 •- pp � 0 30' 60' ~ Z N O C WATER EASEMENT WATER KEYNOTES O Z Lo ti ff a r` �r 20 CONNECT 8" WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC N A � ! fff181fI �. . . I D SEWER EASEMENT W 21 INSTALL AN 8" GATE VALVE PER W11 '~ 22 INSTALL 8" PVC C900 WATER LINE II�� N J ` 23 INSTALL FIRE HYDRANT PER W8 `J 0 w 0 2a STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW OFF Z w � o PER CITY OF MERIDIAN STANDARD DETAIL W13 7 o N 0 25 INSTALL 8" 22.5° BEND PER ISPWC STANDARDS L.L m W 26 INSTALL 8" 90° BEND PER ISPWC STANDARDS Q = w z 27 INSTALL 8" SERVICE (8"x8"TEE WITH 8" GATE VALVE ON SERVICE LINE) 0 0 28 EXISTING 8"WATER LINE o N 29 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE SEPARATION - SEE WATER NOTES - SHEET C0.01 rn M CD CD CD w co r 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) N CD N N CN CN CN U) II 43 Z N 04 o o N o w I� 31 INSTALL 8" 11.25° BEND PER ISPWC STANDARDS p � v 0z 32 INSTALL 8"45° BEND PER ISPWC STANDARDS w Oz 0 Q Q 33 REMOVE EXISTING BLOW OFF VALVE 4 a a a a a 0 CONTINUE ON SHEET C2.01 0Y N ' CO " w ' 37 w 24 87 37 SEWER KEYNOTES > U) D 81 I 33 87 24 24 'SD INLET-C2 3 29 I I 35LF OF 12"S.D.@ 0.50%, 87 p o FL:2651.�6" y 3o EX. SANITARY SEWER MANHOLE TO REMIAN ao FL:2649.96 6' , 44. ' 8 00 °_ 40 8 C9'0 °PV 00 �. n I 43 O O O °O I 32.39LF OF 6"PVC @ 2.00% m O 32.38LF F 6"PVC @ 2.00% 38 O o 0 _ 38 0 SMH-A7 31 33 1 � 4p " C 00 P c I p ao o SD INLET-4 I - CONTINUE ON SHEET C2.05 0 31 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501. CONNECT o N w m co ss - / ®6 I 34 I D ° 125LF OF 12"S.D.@ 0.50% I 26LF OF 12"S.D.@ 0.50% 36 I 81 D 36 129 U EX. 8 SANITARY SEWER LINE TO MANHOLE. z ( : _ IY M / - - - - - - - 't - �169°'/ - 33 0,1\ 81 39 ~� 32 O I SSMH-Cl 33 29 - - - ILL S• PI 29 33 - Lu - - - - INSTALL 8" CLEANOUT PER ISPWC SD-506 ? 82 SS SS PI op 43° 34 PI PI PI -LOD LOD LO _ - - - - _ _B ° 43 - � 27 s L 90°, �� - - 21 �"S S. Q - - - - - - J g«-S 9 8"S O 33 INSTALL 8" PVC SDR-35 SEWER LINE Z z U 155.2 ' 8" C900 P C- - - 33 - - w - 30 7 0 PV �� - - - - -�QO'8"C900 VC 29 °°' 06 Lu w z z U 83 a'w - - -°- - - - - 30 81 29 25 25 8"w $„W - - - - - - - - - - - - -z- - - - - - - - - - l- cn QQ w O 29- - - 29 29 29 33 Z LOD LOp 3a INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 o wo Q U 0- I- M ---�►' -- - - ^^ _ I Si ' 29 \ 34.14' C900 PVC�i° 29 z - 23 z - r - - - - 21 27 9 - 21 2s 2g INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE 2g 21 27 ° 45.92LF OF 6"PVC @ 2. 0% 27 I r 21 I 35 �9 8' P SD INLET-C1 ° I 40 36 38 I c z 23 I ❑ LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 8 900 VC 87 I I SS\ONAL FNG s1 2 o a ao s7 8„ C 24° 45.91LFOF6°Pvc@2.00% 3' 9 6 0 CONTINUE ON SHEETC2.05o 36 INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE �Q�'�G\STERN./yF` �� - STORM-aYSjjEM-- N V 81 33 DONE BY OTHERS. p I ` � - - FL:2649.26 6" co J o r� 33 37 FL:2650.35 6" `-' o n 1 -• 4 Ov/06/G0 Q RREFERENCE �� 76.50' 8" C900 PVC 2a 45.69' 8" C900 PVC I I 37 PLUG 6 LINE FOR FUTURE CONNECTION ONLY 93 � 35.31 8 C900 PVC - - - 94 CONTINUE ON SHEET C2.02 34.65' 8" C900 PVC I I I I SD INLET-C3 I073 ° I I 0 o 3s T O � ❑ INSTALL 6 PVC SDR-35 SEWER SERVICE LINE pe F Of\ Q, &UNDE�� Q+QQ 1 +Q0 2+00 3+00 4+00 5+00 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION 268 2680 40 INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45° ❑ VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511E STORM DRAIN KEYNOTES U H w ao Lu INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 z 0 uj a1 INSTALL 6" CLEANOUT PER ISPWC SD-506A 267 Z 2670 GRADE BREAKS =5+17.10 ° 42 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 CL ELE = 2663.10 EXISTING GR DE PROPOSED GRADE W 43 INSTALL 12" STORM DRAIN LINE J z O EL PROPOSED GRADE z o _ CONNECT TO PRIVATE STORM DRAIN SYSTEM O � _ 'Ar' C EXISTING GRADE - _ _ - - - - - -M - - 0n 266 _ _ _ _ _ _ _ _ - - - - - - - 2660 45 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 SHEET C2.13 - - - - - - - - - - - - g"WATER MAIN > /- - f_ - - _ _ - - - - - - - 125.45'of12" @0.52% z INFILTRATION TRENCH SEEPAGE BED, SEE DETAILS 2 AND 3 Q _ o as GRADE BREAK ST =0+45.88 M TOP ELE = 652.67 6" I SHEET C2.13 GRADE BREAK STA=5+16.21 TOP ELEV=2661.02 0 z GRADE BRIE K STA=0+29.16 $��WgTER MAIN I I C ELEV= 2654.53 GRADE BREAK STA=5+22.75 a 47 INSTALL 10 STORM DRAIN LINE 44.40'of 15" @ TOP ELEV=2660.95 - 69.53'of 8"S.S. @ 2.00% Q n INFILTRATION BEDC1 PRESSURE IRRIGATION KEYNOTES L.L 2.00% 30.50'o "S.S. @ 0.97ILL 265 92.53'of 8"S.S.I T @ 2650 ----------- 81 INSTALL 6" PRESSURE IRRIGATION LINE 15'of 8"S.S. @ 2.00% z Z tY z ILL 00 w w °° J W W W U m O O O N 0) O ~ O � � � � � co � ,� o N = s2 INSTALL 6"X6"X6"TEE (MJxMJ) + � + H + H °r° a 02 + cnQMQ vQ + W + ° m0 1. 5% H � H � � rn x 0 38.21' fa"s.s. @ 0 83 INSTALL 6" 11.25' BEND W/THRUST BLOCK U VibUib (� W H � H x (nW Q Z (n CO (n CO ILL m sa INSTALL 6" 90' BEND W/THRUST BLOCK Q Q w O 264 0 0 C) - W- w 2640 °}OD N o w m LL `,�"' � s5 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM vLu + vw N + W + H + H o m w co 00 < VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE Lu 00 u) co cn oo cn m 86 PROVIDED ON SEPARATE PACKAGE. m W Of � w _ * w ° 87 2" IRRIGATION CONNECTION + W t + N + W + CD CD ON x x a x ss STUB PRESSURE IRRIGATION LINE FOR FUTURE CONNECTION 263 �° °� 2630 D J J J s9 INSTALL 6" 22.5° BEND W/THRUST BLOCK N J u� Z u N J J J J J M N C'4 ♦- O z O iq N _ co w O Win - O in O cO J O � O in v Z �, " ° - v Z w �, vw �? �w ?W °' GRAVITY IRRIGATION KEYNOTES � � o � C, _CPU7 O Nut O Lo OMB O °�c° r OU O_U MU (O � co 20 M Q LO N N O `°m`° a O ~ couri N N U O u� coo v a U m O O a > > O N + O W ri ri ro m + W N LL Z m m co <n V D_ N 0_ N �n (fl ID Cfl N N N O (V 'r O �' N C N N (° O = N N Q co (a°cvD N J N N H + C_7 (O N H + LLI CO (°(° N � W (O m U CO 7 7 N } W Lo W LLI U CU N N N Q � z O o = NNNN 7 QZ .. Z N � NZ NZNNN j NJN � N ONN H MU M � V (n � = N �N H � _ > > z z z � - o Z z z .. = N .. .. U) v) 0 91 INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS 1 Hln � >>> >> fnU) W ? ? ~ � � z z H � � » Q Q � z_z_ O QU) QU QW Q � zz O F- U) ?? ? cncn � - - cncn � zzz � C) � cn � » > � _ � _ � - � cn - >> > 262 C/) U) � U) Fzz z co (0 u) fn � zz z 2620 O INSTALL STANDARD 4'X4' IRRIGATION DIVERSION BOX PER SD-619 OF THE z 92 ISPWC o o c� rn M M o 00 °� (` r 6 of O o CV 'i v Lo 16 (. N (p N (p N (o N (p N (. N N N N 04 N N 93 CONNECT TO EXISTING IRRIGATION LATERAL PROVIDED TO SITE (NMID) C2mO6 0+00 1+00 2+00 3+00 4+00 5+00 94 INSTALL DIVERSION BOX PAGE 20 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.06 UTILITY PLAN AND PROFILE-ROAD C.dwg -C2.06- 3/01/2021 12:10pm, hallie.hart 1 2 3 4 5 KEY MAP WATER KEYNOTES SEWER KEYNOTES V 1 o o 20 CONNECT 8"WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC 3o EX. SANITARY SEWER MANHOLE TO REMIAN PRESSURE IRRIGATION KEYNOTES O R R U C W NI W } N E F p' 21 INSTALL AN 8" GATE VALVE PER W11 u O ` f1fff1Bfll l� �flfl ll� \ s1 INSTALL 6" PRESSURE IRRIGATION LINE cn (D c� �HkHIQHfHHHHB U fHHHHOHHHHOHfHHHOHHp 31 INSTALL ONE TYPE A 48 MANHOLE PER ISPWC SD-501. CONNECT 0 W cy) Ln vn 22 INSTALL 8" PVC C900 WATER LINE EX. 8" SANITARY SEWER LINE TO MANHOLE. �� 0 0 °O N � s2 INSTALL 6"X6"X6" TEE (MJxMJ) = Z m � O 23 INSTALL FIRE HYDRANT PER W8 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 0 STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW OFF G` ti ~ Z CD 24 PER CITY OF MERIDIAN STANDARD DETAIL W13 33 INSTALL 8" PVC SDR-35 SEWER LINE s3 INSTALL 6" 11.25' BEND W/THRUST BLOCK I N r, cV 0 30' 60' 25 INSTALL 8" 22.5° BEND PER ISPWC STANDARDS 34 INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501 s4 INSTALL 6" 90' BEND W/THRUST BLOCK O 28 INSTALL 8" 90' BEND PER ISPWC STANDARDS INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE SCALE:1"=30' N I 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 '4 s5 x W � " _ I ' 27 INSTALL 8" SERVICE (8"x8" TEE WITH 8 GATE VALVE ON SERVICE LINE) CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM 36 INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE 28 EXISTING 8" WATER LINE 86 VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE cV PROVIDED ON SEPARATE PACKAGE. w 29 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18" VERTICLE SEPARATION - 37 PLUG 6" LINE FOR FUTURE CONNECTION O U SEE WATER NOTES - SHEET C0.01 s7 2" IRRIGATION CONNECTION Z w W MISCELLANEOUS KEYNOTES z 0 = O 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) 38 INSTALL 6" PVC SDR-35 SEWER SERVICE LINE w Op N ~ 31 INSTALL 8" 11.25' BEND PER ISPWC STANDARDS z � w OZ A PROPERTY BOUNDARY 39 CAP 8" SEWER LINE FOR FUTURE CONNECTION Q W 32 INSTALL 8" 45' BEND PER ISPWC STANDARDS U) U 33 REMOVE EXISTING BLOW OFF VALVE 4o INSTALL 6" SEWER SERVICE CONNECTION WITH THREE (3)45° uJ z B PRESSURIZED IRRIGATION SYSTEM BY OTHERS VERTICAL BENDS TO BRING TO GRADE PER ISPWC SD-511E w < 0 0 C WATER EASEMENT S w O rn rn 0 o 0 0 w N N N N 2 I O O O O O O N N N N ti (n coO O O W D EWER EASEMENT N So0 O N O , Z N o J O S U \ �/ �/ /� Z LL LL — / V Z 87 u) O w Q Q Q Q SD-- -- SD NOT PART OF THIS SET. I L>LI z Q z W o 81 FOR REFERENCE ONLY. I a 4 4 4 4 a W ` — - - - - - v - - - 5� 81 I I 82 • - - - - - - — - - - - d,- ` I J C9 � w f WLLJ LOD LO LODPI LOD LOD L �LOD LOD LOD—�r LOD ,.SS 9 PI LLI _ LO D L D O L D- OD w p - 6+00 U UT.EX 8"S.S. FUT.EX SSMH m) O 1 . 29 L D LOD LOD 9+00 1 0+00 10+34 s—S.� —5#-0 900, S s„s.s7 7+00 SS OOra O v OD LOD � _ _ _ �[i — I Z LOD L D LOD LOD D LOD LOD LOD — — — — — — — — — — — — — of 2 — — — — — — - - - - - - O N C:> O c� 0- Lu o0 cfl H S SET. LOD—LOD— 00 LOD LOD—+�-LOD - LL N _ M r _ I o � — 8,.W — U G� WATER NOT PART OF THIS SET. — — — 81 �f FOR REFERENCE ONLY. O Z 87 rn, o J B N01 Q w o uj 0 3 II I a o Q w O I I g � o I J 000 8/06/20 N� 073 ?'Oe TE O F SUNID 268 6+00 7+00 8+00 9+00 0 N U H W W 2 U) Z O w 267 z O U ICCU F ROPOSED GRADE EXISTIN 3 GRADE z W z - - - - - — — — — — — — — — - - - - - - - - - - Z - - - - - O J - - - - - - - - - - - - - - GRADE BREAK STA=8+16.76 LL C - - O GRADE BREAK STA=7+07.21 CL ELEV= 2661.77 c,.j CL ELEV= 2660.83 ,j O 266 O p 0 Z FUT EX. 81,S.S. O 2 Z Z I Q SS NOT PART OF THIS SET. FOR REFERENCE ONLY. � n 265 w Q W W W V D U 264 U 263 - D J 00 2 4 s Cn CO N N c'np W N N H Z Z 0 - O U) LLLL Z z z 262 C2mO7 6+00 7+00 8+00 9+00 PAGE 21 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.06 UTILITY PLAN AND PROFILE—ROAD C.dwg C2.07 ICCU SEWER PLAN AND PROFILE- 3/01/2021 12:10pm, hallie.hart 1 2 3 4 5 KEY MAP o o_ /n O H@IIfi1 N a)uWon SEWER KEYNOTES GRAVITY IRRIGATION KEYNOTES PRESSURE IRRIGATION KEYNOTES W 't o U GHQ HHHHHB OHNHOHHHH HHHHH® mHHHI0IHHH fHHHHO HHHHOH!HH _ M N �li!HOHHO!i!H! 91H!ill0 ❑ CONNECT 8" PVC SEWER LINE TO EX. SEWER MANHOLE, ISPWC s1 INSTALL 6" PRESSURE IRRIGATION LINE O W °0 N 31 SD-511 &SD511A DETAILS 91 INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS = I� 0 s2 INSTALL 6"X6"X6"TEE (MJxMJ) N F-I > co ^ O 0 i 32 INSTALL 8" CLEANOUT PER ISPWC SD-506 �"! co o INSTALL STANDARD 4'x4' IRRIGATION BOX PER SD-619 OF THE ISPWC L N � s3 INSTALL 6" 11.25' BEND W/THRUST BLOCK o 1' 2' (� 33 INSTALL 8" PVC SDR-35 SEWER LINE Lo wuuw® 'r d 93 CONNECT TO EX. IRRIGATION BOX SCALE:1"=1' 0Z ti a sa INSTALL 6" 90' BEND W/THRUST BLOCK N A u �1f1181ffff1b �r ; 34 INSTALL ONE TYPE A MANHOLE PER ISPCW SD-501 x W � ° I INSTALL CLEANOUT SD-506 AND BRING SEWER PIPE UP TO SERVICE s5 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM 35 LINE GRADE WITH (2)45 DEGREE FITTINGS PER ISPWC SD-511 N w VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE J 36 INSTALL 4" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE ss PROVIDED ON SEPARATE PACKAGE. O w (U MISCELLANEOUS KEYNOTES z U) = O s� 2" IRRIGATION CONNECTION ww 37 PLUG 6" LINE FOR FUTURE CONNECTION z p N PROPERTY BOUNDARYLLI A W Z z mf) U) 38 STUB FOR FUTURE CONNECTION Q = w Z B PRESSURIZED IRRIGATION SYSTEM BY OTHERS 0 0 C WATER EASEMENT I— w rn 0 o 0 0 o w c- N N N 2 O O NO O O O 04 D SEWER EASEMENT U) (No N N m o co w U)z N � O N O ~O OO w z Q Q J j z O Q Q Lu ILL! aaaaaZW ILL! > U) W " 0 r 0 07 O o CV o Or- Cn M / CL ILL W co N O Z nj � = M 0 M W/ O U Z W W 2 B Lu Z (n < ~ W o `o 0 0w w UO w ILL oo =) Q w _ Of zo 0 U 0- U Z 33 Ov 38 SS�ONAL F^,c FOR REFERENCE ONLY p Ot��`G�STEp� J � ,— NOT INCLUDED IN SET 4 V ,T F - - - - - - - - - - - - - - - - - - `t"08/06/20 N LOD D LOD LOD '-- LOD LOD LOD LOC LOD LOD LOD LOD _ LOD LOD LOC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 0+00 1+00 2+00 3+00 4+�� OD LOD LOD LOD LOD LOD L D LOD LOD LOD S85 1 FUT SSMH-, 5+00 6+00 SSMH-A6 ss FUT SSMH-20+71 -'.34 - p 1, — - - - - - - - - - - 87 - - - - - - - - - - - - - - - - - - - - - - IRJB-4 N 073 RIM:2665.02 - - - - - - - - - - - - - - - - - - - — — — nn l�. PI IRJB-3PI INV IN:2659.7012"(E) V RIM:2661.39 INV OUT:2659.70 12"(W) `SUNDER INV IN:2657.8712"(E) - PI PI PI PI PI PI PI s7 - - - - - - - - - - - I PI INV OUT:2657.87 12"(W) 333LF OF 12"PVC ASTM D3034 @ 0.55�ioR I RR I RR 333LF OF 12"PVC ASTM D3034 @ 0.55 I RR I R I I RR I RR I RR I RR 91 tl�D a�D L �L"C 91 92 333LF OF 12"PVC ASTM D3034 @ 0.55% lb�itbD LO��L 0li� 91 92 D �� •L"D� �"D_s —0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 Z W 267 2670 O J C LL ILL ADE BREAK STA=5+85.53 ELEV= 2662.68 0 EXISTING GRADE - - - - - - - - - - _ _ Ij I GRADE BREAK STA=6+22.01 - - - - - - - - - - - - - - - - - - - - - C ELEV= 2663.30=EXISTING GRA RADE BREAK STA 4+82.19 E - - - - - - - W = Q EXISTING GRADE - L ELEV 2662.19 O 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W GRADE BREAK A=1+65.88 GRADE BREAK STA=2+96.16 Z 266 CL ELEV= 2658. 3 CL ELEV= 2659.62 332.72'OF 12"PVC @ 0.55% a CL ELEV= 2658.25 - 2660 332.72'OF 12"PVC @ 0.55% ROPOSED GRAVITY Z � 332.72'OF 12"PVC @ 0.55% I RIGATION LINE CIO 5a Q LJ PROPOSED GRAVITY IRRIGATION LINE PROPOSED GRAVITY FUT.8"S.S. W IRRIGATION LINE FUT.8"S.S. 2 z FUT.8"S.S. FUT.8"S.S. O FUT.8"S.S. � V 265 _ _ 2650 NOT INCLUDED IN SET N uJ N O uJ N C, N(o mr M po cli L6 O (O N N (O N O M N N H V 7 N N H Z Z 0 Q m � 0 Q m � O U) Z Z U) Z Z 264 2640 O O uJ O J O uJ O J O J O a, Cl Lu D o r` ' ao N °'� � U 0 c? co cflU o Lu W O N (O O M cn c' — N N O � � Om� 0000 � N �c, NN W O � CO � N Nw u) Lu O = N N O m 04 M � V CNN V � f n (+p C co N Z O Q � Op QU) QHg � O QU) QU) � Z H (n - > > HH - Z>z H - H � - > > H - � - H � - > U) U) z z � U) _ 263 U) cocn W ofZ Z U) � U) U) u- 2630 f� co O O Ln r r N N N N 7 LSD N Lid N co CD N CD N CD N CD N CD N CD N CD N VERTICAL SCALE: 1" = 6' N N N N N N N HORIZONTAL SCALE: 1" = 30' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 2mO8 PAGE 22 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.07 SEWER PLAN AND PROFILE.dwg -C2.08- 3/01/2021 12:10pm, hallie.hart 1 2 3 4 5 KEY MAP N W Z3 � 0 0 �!l ll!ifiHk flQif!HHHHB U) CD N U c�iHffHB!H!HHNIO W .. M Locn �IIIHIH Hl!IIHHH BIH!HHHIO N 1 tZ R 0 U O � II 0 = Z L ay tcoo 00 O C CP •co r Z � 00 O i N A (� I N E 0 30' 60' Lu SCALE:1"=30' V Oz W 0 z w O Z 0N ~ 0 N < Qz LL. m D cn Q U) Qo = W Z LL 0 � I , ,jLo° I ' LOD w 0`pD Oo I Gti° WATER KEYNOTES CD 0 0 0 0 U) `oo—�J+ M„e Loo 31 27 I �� W co N co M o CD W II /� 21 I p�G' 20 CONNECT 8"WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC z N o o N o 0 LOo ��`� I I Qo w Q Q Q n Q LOD Lo God I I 21 INSTALL AN 8" GATE VALVE PER W11 w z 0 Q of w 4+00 LOD/ I I I 22 INSTALL 8" PVC C900 WATER LINE a a a a a a Z I LODUJ Lo 22 o I I I w - ry 's / ' I I I 23 INSTALL FIRE HYDRANT PER W8 I �`Oo PVC 'OD I I 24 STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW OFF _ Q ' Cg00 LOD I O PER CITY OF MERIDIAN STANDARD DETAIL W13 00 I %`pD-3t0 M„B q.44$$ $ / 2 o I I a' CD LOo I EXISTING WATER LI E / i\,p'o/ / i I I I z N _ M LOo I I 25 INSTALL 8" 22.50 BEND PER ISPWC STANDARDS O C 4 a w co II j o OD I 2s INSTALL 8" 900 BEND PER ISPWC STANDARDS - co _ z B 3 23 �`Z+QO `pD/� 5 i I I w 27 INSTALL 8" SERVICE (8"x8"TEE WITH 8" GATE VALVE ON SERVICE LINE) I 24 ' LpD I Q o I 12.07'4" C900 PVC 30� `D� / o ' 10.00' 8" C900 PVC oo M.,e c I I I I 28 EXISTING 8" WATER LINE U 0 � z Y W w U 2.00 2 C900 PVC 34 I 10.00' 8" C900 PVC- ` Lpo� I I I 29 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE SEPARATION - Q w of = O 4.00' 2" C900 PVC — I 0 LOD / r I SEE WATER NOTES - SHEET C0.01 0 0 o U w 4.00' 2" C900 PVC �� 4.00' 2" C900 PVC—LpD—1+00 ' , , � I 4.00' 2" C900 PVC — 4.00' 2" C900 PVC `O I I I - 3o INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE ON FIRE LINE) Q+OO All VC LOD , SG� 20 114.35' 8" LOD — — — I I I I co31 INSTALL 8" 11.250 BEND PER ISPWC STANDARDS ��`' SATF 22 31 ��iy� 27 r — 21— 33— I I i 32 INSTALL 8"450 BEND PER ISPWC STANDARDS 08/06/20�� I I 33 INSTALL 2" IRRIGATION METER AND SERVICE LINE PER CITY OF MERIDIAN STANDARDS - I I I I INSTALL 2" REDUCED PRESURE BACKFLOW (WILKENS 975 XLU PRB OR APPROVED U'> 073 ,r I o i I I 34 EQUAL)AND MANIFOLD INTO 4" PVC. CONNECT TO PRESSURE IRRIGATION SYSTEM �Oe TF of I IIN 14 UNDEFL MISCELLANEOUS KEYNOTES —0+50 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+30 268 2680 A PROPERTY BOUNDARY Lo v v Lo rn oo � v N N N N B PRESSURIZED IRRIGATION SYSTEM BY OTHERS > > > > W W W W J J J J W W W W O O O O H H H H C WATER EASEMENT O � W c 267 2670 J POTENTIA FUTURE GRADE POT NTIAL FUTURE GRADE EXISTING GRADE EXISTI G GRADE POTENTIAL UTURE GRADE D .SEWER EASEMENT EXISTING GRADE > O - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N Z Z _ P► Z Q Ln �ti L m O Q Z i 266 2660 zof ' w Q O w w > WQ = W w w > 4 > o U Z rn Q M H V w + W + > V w 6) W N Lu Lf) Q F- p Z X p H r Q Q ¢ OLLJO < U¢ � H � < u- Q (� 265 cn co ~ `) co cn W (n W � � 2650 oq o 0 0 ~ GJ ti ti CD co co CD Co CD co (.0VERTICAL SCALE: 1" = 6' (.0 (.0 (0 (.0 (.0 (.0 " N N N N N N HORIZONTAL SCALE: 1" = 30' D C2mO9 PAGE 23 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C1.08 WATER PLAN AND PROFILE.dwg -C2.09- 3/01/2021 12:11 pm, hallie.hart 1 2 3 4 5 KEY MAP STORM DRAIN KEYNOTES _o p R R O N 4o INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 p 4 W N E 6 „ pfiiHpfIHp U � o O cq ., M 41 INSTALL 6" CLEANOUT PER ISPWC SD-506A �� W o 00 00 CV O= _ O' O _ � Ii --- w - \ oo EX. WATER LINE SEE DETAILS 5&6 SHEET_C2.13 -- -- w 42 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 5 > cu_ O SDMH-S2 �' 9 ~ Z �_ O ` RIM:N,2647. C j N j�', "\ -- - w INV O 26a7.0.15"(E) O rh C Z INV OUT:2647.0018"(N) SDMH-S3 47 43 INSTALL 15" STORM DRAIN LINE o 30' 60' -- wwuu® - w _-- 651 INV OUT:2647.00 15"(S) RIM:2650.06 \ - INV o IN:2647.00 15"(S) r- 47 100.93'OF 15"SD @ 0.00/° �j ti \ - 0 44 CONNECT TO PRIVATE STORM DRAIN SYSTEM SCALE:1"=30' i``++ N A OHHHIBHHH!IBHHHH} ,,,�tr--I 1,�; 2652 2652 2 5 15 sD 2651 W n ° _ 6 1 a x Q W SDMH-s1 P 16.00'OF 15"SD @ 1.11% 2652 653 Z 45 RIM:2650.06 INSTALL SAND AND GREASE TRAP, SEE DETAIL 1 ON SHEET C2.10 INV IN:2647.00 15"(N) 47 15"SD 43 2651 ' N W \ / OF 15„SD @p 000/1"52 81 00 � �'� "° INFILTRATION TRENCH SEEPAGE BED, SEE DETAIL 2 AND 3 ON �nn Q N N\ 84 1p0,g3' TOC:53.71 46 SHEET 2.10 V Oz z \ 001�001�001 TOC:53.85 7 W 001 \ 7 OC:52.91 653 1 45 ao s1 W I=- °p TOC:5268 \2. 001� RIM:2652.91 47 36" STORM DRAIN MANHOLE WITH BOLTED BEEHIVE INLET GRATE O N c9. 0p1- INV OUT:2647.16 15"(W) z 0 p TBC:52.76 ° 001- ! < W Z Q Of - TOC:53.04 87 PRESSURE IRRIGATION KEYNOTES Q Ln Q z TB C:52.82 = W TOC:52.81 TOC:53.07 > TOC:52.92 <0 81 INSTALL 6" PRESSURE IRRIGATION LINE 87 O \ \ P 82 INSTALL 6"X6"X6"TEE (MJxMJ) 81 w 0 rn w o 0 0 CD w INSTALL 6" 11.25' BEND W/THRUST BLOCK N co CD N N M (n (0 N o0 O O (O Z N O O N O 84 INSTALL 6" 90' BEND W/THRUST BLOCK O0 O w z Q Q b j z o Q Lu w 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM a aaaaa w > cn KEY MAP as INSTALL IRRIGATION PUMP HOUSE Of oH+i� +0 . CD MHO �� 87 00 2" IRRIGATION CONNECTION O o � 07 ui co OHNHBH!HI H ;,, IDHHHbH H O�H NIHIONHiHNO�H 1 Vx R O C z o (M II � � z B - --- w --- Q 0 POND 3-\ _ - w -- - - w - - -- w -- - w - - w ---- w --- EX. WATER LINE I'll Il'l 0 z z Y w SEE DETAILS 5&6 SHEET C2.13 - w w - - - w - - w - - - W U w -- w SDMH-S7 IN - ---- ___ 1 ' - w = RIM:2653.46 w _ ��. 4� 0 0 0 U W Ifs SDMH-S6 INV IN.2650.4515 (SW) RIM:2653.46 / � _ - - - - - - - -_ - - 1� POND 2 - w - INV IN:2650.4515' SE 1 - - - - - �Hd -- ( ) 56 _ - - - - - -_-_-_-_-_-_- - - - - - - - �Ti w - _ 0 30' 60' \ONA� �c /// w INV OUT:2680.4815"(NE) 2 56 122.11'OF515',SD @ 0.00% 1 \7/ `� - mot! w o��, STF 3 SEE DETAILS 5&6 SHEET C2.13 _ _ _ SDMH-S5 47 15"sD 47 \ ` - - - - 81 - - - - - - - - - 83 = - SCALE:1"=30' �8��6�2��0 i RIM:2652.37 - - - - i INV IN:2649.35 15"(SW) - - - - - - - - - SDMH-s4 - 47 TOC:86.07 ME RIM:2652.37 PI - _ _ _ �� _� _ 43 15.41'OF 15"SD @ 1.12% INV TOUT 2649.35 15"(NE) �6 83 Z1000 PI N 1 073 ^�OF 15,SD @ 2653 O O 2656 PL o; Ool -ao183 00 001 Oo� Oo1 0 81 ` 94 62 sD I o 1 Q 16' 2054 2g55 45 -001 TOC:55.94 ME OOl P� `S 001 -001 \ \ \ \ e 47 ow °TOC:55.65 SD S&G-S3 87 O07 \ 15.28'OF 15"SD @ 1.12% RIM:2656.06 81 _a0i_ J 43 0O1 TOC:55.80 INV OUT:2650.60 15"(NW) = 2654 P\ ' 0p1 aoi ~� 83 O O (30-1 SD S&G-S2 81 87 RIM:2654.51 45, INV OUT:2649.50 15"(W) 0O1 TOC:54.02 / TOC:54.15 \ / Z Z C � z _ o 0 Q KEY MAP (HHHf 1J R O C ji o p V QH!HIHHp � �P � Q Q I Ji Z EX. WATER LINE II'II II'I Q �H IIO HHUHHµHHIBHHHHH w - - - w _ -- - w -- � Nf z7w Q � II w - - �w ---- ---- ---- ---- w I N t O - - - - - / w I- - - - - - - - 87 =_ - - - - _ _ _ - - _ � w 0 30' 60' w TOC:_ 0 / 68.30 n o w 83 _ _ - - - _ ��e0-I / OC: SCALE:1"=30' (TOC:65.02 81 TOC:65.25 �r 1 I t \ = _ _ - _ - - - - - - - 0p1 00l TOC 65.17 7 81 LL u^ O -. ._. \ - _ 0-100 ^ 1 a a z a 007\\ \ s 00 \ 1 /// TOC:65.17 TOC:65.14 w 83 Pi GOl- 1 ii�� 8 a . e ' r9- - - 6 - - - / /� /�/`= 82 \ 81 �TOC:64.99 I 87 001 ® ® - - i kryL i w f �\ TOC:64.52 IC 81 TOC:64.44 co / / jTOC:64.42 Q / MA7- H L I 1 C2ml PAGE 24 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C3.00 IRRIGATION AND GRADING.dwg C2.10- 3/01/2021 12:12pm, hallie.hart 1 2 3 4 5 KEY MAP ry N E + III!r +o U) (D o 0 Lo W O � U (B O I� Mao- z00 Ln 0 c �GINE �4 ~ 6 � � Z D o L N 0 30' 60' `. Lo SCALE:1"=30' 0 z ti N OHiHHBHfHfNBHNHID °v,tr--1 ;� N W J V OZU ZzwU) _ W F- � Z C) N0 < � z m :DU) cn PRESSURE IRRIGATION KEYNOTES Q = w z 81 INSTALL 6" PRESSURE IRRIGATION LINE o y -- w ---- w ———— w ———— ____ EX. WATER LINE C) w — w 82 INSTALL 6"X6"X6"TEE (MJxMJ) w ---- w ---- w — - - TOC:2665.18 w ———— w —— —— w - -- -- -- w - -- -- -- W w - --- — w - - - - W rn o p p p W l to —r w - - - - w - -- - __ <i N N N 2 o w — `° ———— w ———— w — w Q 83 INSTALL 6" 11.25° BEND W/THRUST BLOCK oN N o 0 0 0 U) W \ ° < s, r O TOC:2666.24 TOC:2666.38 a I W Z N (D 00 o Lu 'coo °s ° a s, O O J Z p O J 87° ' s s 87 I I U 8a INSTALL 6" 90° BEND W/THRUST BLOCK O) O w z Q Q J —� -r )TOC:2665.16 83 I Z 0 Q I �i�f-tom � Q Q I TOC:2666.31 TDC:2666.44 S r 1 a a a a a a Lu 81 85 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM W �o PPS I ' LOD LOD 29 LOD s TOC:2666.94 � W Id LId° LOD ruu LOD Id LOD LOD LOD I� Id Id s a TOC:2667.07 I Id Id 86 VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE LOD LOD LODE ' h s Id TOC:2667.87 PROVIDED ON SEPARATE PACKAGE. LOD s 81 LOD LOD TOC2667.00- 1 ° ° s° ° s �' s Ele9s s s '° s oo Id 87 2" IRRIGATION CONNECTION oN o ' TOC:2667.15 O � O cn °O o° oO I TOC:2667.95 LL Z ap _ M I I Z � I 1 B l0 01 WATER KEYNOTES W Z o C) I , . I o (D Y W 29 POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18"VERTICLE W U 0 SEPARATION - SEE WATER NOTES - SHEET C0.01 0 W o U a AL F,yci �C s rE 'GF �08/06/2RF0 a ':r�P N� 1 073 1, �06 TF OF SUNDE�� KEY MAP /III '�IIIIi�i0n� N N GRRRIIIIIII�RIR!IINIp j`I�I�I�IIIIIIIm TIIIIIIIn II uIIIIIII7I]!IInIIIIIII1fIll1!IIIIII] �IIIIIIIIIIIIN IIIIIIIII�!IIIIH IIII�I I,�III IIIIIIIIIIIIIII IIIIIUIIIIIIIIIIII�II] �HfHOHHIDHHNHHIBfHHHHHO OHNHBHHHHI HHHIIHm mHHHIQHHHf HH!HHOHHHHIOHHHHiOHHHp fill] C N LL 0 Z m ° J I ' o Q Q R Z x o o Q N I �eer — N O W _N I 4+ s = Lu 87 �--- --- -- DCT a - ---- - - - W 87 s3 Q III III � 87 81 84 W V U) �J — N Id Id TOC:2668.80 Id Id 7 \Z G I N S or sa 1 s< s°° Id Id Id Z 0 30' 60' sa s Id I 3 s s TOC:2670.50 U TOC:2668.87 s s o 1 SCALE:1"=30' 66 s Po s s 81 II I TOC:2670.58 I I rfi% I I D C2ml I PAGE 25 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C3.01 IRRIGATION AND GRADING.dwg -C2.11 - 3/01/2021 12:12pm, hallie.hart 1 2 3 4 5 KEY MAP 0 OHHH p g R 0 N N � �o H o of o!a I + U W N U� _ M rvu e Nf o C) o= Z ca o °° 0a (o oc) 2 I N Z N 0 30' 60' `. 0 0 Lo SCALE:1"=30' J aH HHB ffH NBHHHII) v,tr-I A _ _ W N W J V 0zU Zzw � _ W F— � Z C) N0 0 N < oz LL. m :DU) coQ � a Q � � � 93 INV OUT:2667.95 15"(S) IRJB-7 W �IRJB-9 RIM:2668.97 z 0 RIM:2669.12 INV IN:2664.81 12"(N) J O NV IN:2665.38 15"(N) INV OUT:2664.81 12"(S) INV OUT:2665.38 12"(S) 377LF OF 15"PVC ASTM D3034 @ 0.68 104LF OF "PVC ASTM D3034 @ 0.55% V 2J2� dd1 m CDa 90 94 I 91 L 6 — o N N N 2 MATCH LINE SEE SHEET C2.11 90 92 o N No N N N cn Id Id Id Id I Id 82 Id Id GRAVITY IRRIGATION KEYNOTES o N 00 z TOC 2670.52 TOC:2670.54 87 I 81 I 91 g1 0 O W Q Q Q Q 81 r — — 87 ELEVATION OF WELL I 90 INSTALL 15" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS > z 0 Q of PAD TO BE 2669.12' I 84 A L 86 - - _ _I a a a a a a W 95 * uJ \ 91 INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS w «� 92 INSTALL STANDARD 4'X4' IRRIGATION BOX PER SD-619 OF THE ISPWC °O O o N 0- W 0o s LL CV O z \ 93 CONNECT TO EXISTING IRRIGATION LATERAL PROVIDED TO SITE (NMID) O o z B Q o 94 IRRIGATION DIVERSION BOX PER LANDSCAPE ARCHITECT PLANS SHEET G11.0. 0 z z Y U W 1- uJ Q w 0 Q W 0Y = Q� 95 IRRIGATION WET WELL PER LANDSCAPE ARCHITECT PLANS SHEET G11.0. 0000 d \pNAL F,yci MISCELLANEOUS KEYNOTES 08/ /2R�oti�� 08106I20 � A LANDSCAPE EASEMENT N 1 073 1, �06 TF O F \, P POD SUN DE�� KEY MAP 0( . o , x ° c N �i+iel!i+!�o ° o�+l!Ho!�i� � �s 61HHAIHHHHHOfRH m OHHHOHHHHI HHHHHO(DHHIHONHHf HHHIUHHHHOHHfHHONHD G1HH OHHIOfHHHHNBHHHIHHO OHHHBHHHH IHHH IHm m HNHI!HHH HHHHIOI HH HOHHI p I� ICI Nx III C GG 1 C I N t �4 .,; 0 30' 60' z 0 v�4. SCALE:1"=30' In 0 C N LL > 0 � N 0 m o Z a Q o J W PRESSURE IRRIGATION KEYNOTES Q z s Z ' 81 INSTALL 6" PRESSURE IRRIGATION LINE O G IRJB-6 82 298LF OF 12"PVC ASTM D3034 @ 0.55% � � Q INSTALL 6"X6"X6"TEE (MJxMJ) Q RIM:2668.76 INV IN:2663.17 12"(N) i�l..�- -�p� � RIM: IRJB-5 2667.61 '^ INV OUT:2663.17 12"(S) T��9�I INV IN:2661.53 M: 298LF OF 12"PVC ASTM D3034 @ 0.55% 12"(N) v INV OUT.2661.5312"(W)e} 83 INSTALL 6" 11.25' BEND W/THRUST BLOCK — 91 Id 92 — — Goy °O1 Id d Id I s2 84 INSTALL 6" 90" BEND W/THRUST BLOCK 81 Goy Goi GOT co, Goy Goy Go-I Goy Id 87 GOB GOI a01 GOT GOT GOT Goy 81 °O1 Goy Goy Goy Goy ,84 81 85 87 CONNECT TO PUBLIC GRAVITY IRRIGATION SYSTEM 91 CONNECT TO WET WELL PER LANDSCAPE ARCHITECT PLANS 870 ss SHEET G11.0. J n/ ' MATCH LINE SEE C2.08 S7 2" IRRIGATION CONNECTION D C2ml 2 PAGE 26 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C3.02 IRRIGATION AND GRADING.dwg C2.12- 3/01/2021 12:13pm, hallie.hart 1 2 3 4 5 VARIES z T� > zo METAL CAP WITH LOCK o Lu 12" SOLID WALL PVC ASTM D 3034 PIPE > I- (W)VARIES SEE TABLE INSTALL MONITOR WELLS N Q U IN SIDEWALK m I I EXTENDED 5' INTO DRAIN ROCK (TYP) w 12" PRE-MANUFACTURED PERFORATED ADS N-12 W N E FINISHED GRADE PVC ASTM D 3034 PIPE OR APPROVED EQUAL. FINISH SURFACE cn � N O ROADWAY PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP) W _ INV. 3" ABOVE BASE 1500 GAL. g 24" DIA. TRAFFIC RATED r \\ - - O L00 N � 'f PIPE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �/II - O U FRAME AND STANDARD li \ \ +� O� 0 MANHOLE COVER PER / IF - Ln 2 ISPWC SD-617, �I II /A O PROVIDE CONCRETE vv vv vv vvvvv vv vv vv vv v vv vv vv vv vv vv vv vv vv vv vv vv-vy //vvv AAS HTO M 288 CLASS 11 NON-WOVEN -� / = TOPSOIL OR o COLLAR PER ISPWC vv �� GEOTEXTILE ON TOP AND SIDES ONLY llllll 7 CD VARIES vvv // y ° -I AGGREGATE N SD-616 IF NOT o 0 0 o 0 0 0 0 0 0 o 0 0 0 0 0 o GROUND WATER VAA\ // llll l O LOCATED WITHIN CLEAN-OUT OBSERVATION WELL 1 (W) �vv /vv � # i vivo 1.5"-2" WASHED =L w \ / III � I\I� SIDEWALK. „vii v ANGULAR DRAIN ROCK ti J < \// //\- 11 II N Q STORM STORM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w ��\� �\ U DRAIN DRAIN w VA\ FILTER A o 5' /�v�v ��w FABRIC �I� , ° GROUND WATER OBSERVATION W Ln 150 GA 90" HEADER (Tee) MIN. o vi�vvi� llil�� ° n WELL SAND GREASE TRAP v v IN-SITU OR NATIVE * / (NON PERFORATED PVC) v,�vviv� COMPACTED SOILS - \ N (BOISE VAULT OR /Vv/ �TII �- Illy /v v/v PER PAVEMENT APPROVED EQUAL v`i vvvi UNDISTURBED �� Q SEE ) 20 vi vi v!\v, REQUIREMENTS WITH H O U WITH BAFFLES SEEPAGE BED MATERIAL =I!I o ° ` �� z w 0 GROUND WATER III = - lu �k PROVIDE WATER-TIGHT W Z O SEALS OBSERVATION WELL #2 IIIII III =I O SAND LAYER TO -1 ° p 04 0 FREE DRAINAGE MATERIAL EXTEND BOTTOM OF SAND FILTER II=I =I w PLAN VIEW 12" PRE-MANUFACTURED PERFORATED ADS N-12 III , -I\I I\I- � z PVC ASTM D 3034 PIPE OR APPROVED EQUAL. (18" MIN.) III III III III III III 3.0 III III III III III MIN. OF 2' INTO FREE DRAINING SOILS y Q D U) PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP) ASTM C-33 SAND -III III III III III MIN. MI IM -1�� m C� �I � ° \ III 2wz CONTT. GROUND WATER SEASONAL (HIGH GROUNDWATER (SHGWE) a=,Il a=,Il\% ° u u�-1_ ILL Q 12" PRE-MANUFACTURED PERFORATED ADS N-12 OBSERVATION WELL WITH - I PVC ASTM D 3034 PIPE OR APPROVED EQUAL. METAL CAP AND LOCK PIPE EXPOSED TO DRAINAGE CD 0 1500 GAL. 90 PERFORATIONS ON TOP (1/2 OF PIPE ONLY) SAND TO BE WRAPPED WITH PROVIDE GRADE RINGS AS NECESSARY (ISPWC SECTION 2060) NOTES: FOOTPLATE w (12" MAX.). SET FLUSH 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND 3/a" PERFORATIONS IN VALLEYS OF o o N o 0 o 1: WITH FINISH GRADE. SHALL VERIFY AL MATERIALS LOCATION AND SIZE. CORRUGATED PIPE 5 EACH. NOTE: N N oN N N CV Cn Fc) \ \ \ OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE o N w or)0 o 0 RIM=A \\\\\�\�ji�ji \�j/\�j%/%%/%/%/%/%/%/ \ \ �Gj 4J^o, z c� o o c� 0 0 z \\, 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. p U Z z rn vv/vv/y z vv/vv/vv/vim/vv/vv/vv/vv/vv/V/vv/vv vv/vv/vv/vv/vv/vv/vv/vv/vv /vv/vv/vv/vv/vim/vv� SEASONAL HIGH GROUND WATER 0 R BED ROCK S HALL B E A M I N I M U M /Div/�i�w v�/iv//i�/i�/yy//�i��i��i��i��i��iv��i��i��i��i��iv��iv��iv��iv/ iv//iv//iv//i�/i��i�% 0 F 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY I F �_ O w Q Q Q < Q • • VA//AA//AA//AA//AA//AA//AA//AA//�A//��//��//��//��//A�//A�//AA//AA//AA//AA//AA/ AA//AA//�i i�A�iiiAV ° J? Z 0 Q w • Q- VA/VA/VA/VA/VA VA VA VA VA�A�A�A�A \�A�A VA VA VA VA VA VA/VAS - GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY h �o w z ,- - r/ w iv vvjwjwjwjwjwjwjwjwjwjwjwjwjwv vjwjwjwjwjwjwj wjwj� INFILTRATION FACILITY. MONITOR W E D E T A I 4 0 w o TOP OF SYSTEM (T) 3. CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO SCALE: NOT TO SCALE C2.10 TOP OF PIPE TEST THE PERCOLATION RATE AT EACH OF THE SEEPAGE BEDS PRIOR TO w �N 6 INV. OUT = D - o 0 0 0 0 0 0 0 0' o-o 0 0 0 0 0 o 1.5"-2" WASHED INSTALLATION. BEDS WILL BE RE-DESIGNED BY PROJECT ENGINEER) TO \N _ DRAIN ROCK MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED PERCOLATION RATE. o G1 FF\� TS VARIES 4. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND 18 00� O C 4 N • gP � � W m co 1 I P TM 4 PIP - 2 SOLD WALL VC AS D 303 E w � � EXTENDED 5' INTO DRAIN ROCK = (D) WATER PRESENT. z N _ c) c� M _ 5. DRAINAGE CONTRACTOR SHALL INSTALL 4" SCH 80 WATER CLASS PIPE CONDUITS (AS NEEDED) THROUGH THE (DSEEPAGE BEDS FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES, AND TELEPHONE LINES. z B THE PRECISE LOCATION, DEPTH, AND SIZE SHALL BE DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE OR BY THE ENGINEER. 0 PROFILE VIEW Q w U BOTTOM OF ROCK (B) - p Z Z Y O 18 MIN. DEPTH Q w of _ I BOTTOM OF = IIIII STM C-33 SAND SEEPAGE BED TYPICAL CROSS SECTION 3 0 0 0 SAND (Bs) SCALE: NOT TO SCALE C2.10 3.0' 1 .0' MIN TONAL F EXCAVATE MIN. 2' INTO FREE -I MIN.-III _ 36 STORM DRAIN MANHOLE WITH BOLTED BEEHIVE INLET GRATE DRAINING SANDS AND GRAVEL SWALE WIDTH VARIES &\ST - %y (TYP.) _, � I (SEE GRADING AND DRAINAGE PLAN FOR PIPE INVERTS) O tp SEE NOTE 4 SEASONAL HIGH GROUNDWATER SHGWE FOOTPLATE (SEE GRADING PLAN) ! - 08/06/20 BOTTOM WIDTH VARIES - - PROFILE VIEW y (SEE GRADING PLAN) Nam. 073 � pe TF of\0 QO S&G TRAP SCHEDULE INFILTRATION TRENCH SCHEDULE F SUNDE�� 100YR WSE BOTTOM VOLUME S&G TRAP S&G BAFFLE INV OUT BAFFLE TOP BOTTOM GROUND VOLUME SAND SAND SAND TRAP RIM A INV IN B WEIR C2 SPACING SEEPAGE FINISH GRADE LENGTH WIDTH DEPTH SAND INF RATE REQUIRED V� V� V� V� �� V� SFE &TRENCH C1 D SYSTEM ROCK WATER SOILS 3 PROVIDED LENS LENS LENS /�' �/� SIZE TS BED (FG) (L) (W) (D) (18" MIN.) (IN HR) (FT ) 3O�NG - (T) (B) (SHGWE) o (FT ) LENGTH WIDTH DEPTH V� V� SG-Al 1500 2651.75 2648.35 2648.15 2647.65 2648.00 20" (BS) (100YR)+15/o /��/��/��/ �/vAl 2651.8-2652.8 2649.00 46.00 25.00 7.00 2642.00 2640.50 2635± 2.40 POORLY 3180 3220 46.00 25.00 1.5VSG-A2 1500 2663.09 2654.00 2653.80 2653.30 2653.65 20" /%\\ V% A//�A�AiGRARED %/X/ I- I I I SG-B1 1500 2657.07 2653.35 2653.15 2652.65 2653.00 20" GRAVEL - W/SAND \ TOPSOIL (SEE LANDSCAPE PLANS) A2 2661.6-2662.5 2659.00 75.00 15.00 7.00 2652.00 2650.50 2644± 2.40 POORLY 3140 3150 75.00 15.00 1.5 _ FH _ OF SG-B2 1500 2663.62 2658.35 2658.15 2657.65 2658.00 20" GRADED ANGULAR DRAIN AROCDK III III III III GRAVEL -3 TYP. III SG-C1 1500 2660.23 2655.35 2655.15 2655.65 2655.00 20' W/SAND 15" PRE-MANUFACTURED PERFORATED ADS N-12 B1 2657.3-2659.E 2655.00 57.00 15.00 7.00 2648.00 2646.50 2640± 2.40 POORLY 2382 2394.00 57.00 15.00 1. PVC ASTM D 3034 PIPE OR APPROVED EQUAL. 5 SG-S1 1500 2652.91 2647.31 2647.81 2647.16 20" PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP) GRADED - III III III - GRAVEL I I I - - - 18 MIN. SG-S2 1500 2654.51 2649.65 2650.15 2649.50 20" W/SAND NON-WOVENGEOTEXTILEFABRIC DEPTH -I I I I I I\ AST C-33 SAND-I FREE DRAINING, SG-S2 1500 2656.07 2650.75 2651.25 2650.60 20' B2 2662.5-2663.5 2660.00 45.00 20.00 7.00 2653.00 2651.50 2646± 2.40 POORLY 2385 2520 45.00 20.00 1.5 ASTM C-33 SAND III III III III III NON CEMENTED GRADED 10 (TYP )_III III III NATIVE SOIL O GRAVEL W/SAND C SEASONAL HIGH GROUNDWATER (SHGWE) C1 2659.51-2660.23 2657.00 43.00 20.00 7.00 2650.00 2648.50 2642± 2.40 POORLY 2360 2408 43.00 20.00 1.5 NOTES: GRADED GRAVEL STORM DRAIN SWALE TYPICAL CROSS- SECTION 6 � W 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND W/SAND SHALL VERIFY ALL MATERIAL LOCATIONS AND SIZES. NOTES: SCALE: NOT TO SCALE C2.10 J 1. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH SEEPAGE TRENCHES FOR 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND Q WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED SHALL VERIFY AL MATERIALS LOCATION AND SIZE. o SAND & GREASE TRAP DETAIL 1 INFILTRATION TRENCH DETAIL 2 IN 6" DIA. SCH 80 PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED m = AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. Q w SCALE: NOT TO SCALE C2.10 SCALE: NOT TO SCALE C2.10 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO o 0 ' 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM 3/8" PERFORATIONS IN VALLEYS OF a I REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE OF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY CORRUGATED PIPE 5 EACH. o SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. INFILTRATION FACILITY. �5 4So, 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. 3. CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO J 4. CONTRACTOR TO EXCAVATE TO DEPTH RECOMMENDED IN GEOTECHNICAL REPORT, & BACKFILL IN COMPLIANCE WITH TEST THE PERCOLATION RATE AT EACH OF THE SEEPAGE BEDS PRIOR TO o GEOTECHNICAL REPORT RECOMMENDATIONS. SEE MTI REPORT DATED NOV. 13, 2013. INSTALLATION. BEDS WILL BE RE-DESIGNED (BY PROJECT ENGINEER) TO Cso MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED 5. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. PERCOLATION RATE. 6. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER, CONTRACTOR 4. GROUND WATER DATA INCLUDED IN GEOTECHNICAL REPORT PREPARED 15" PRE-MANUFACTURED PERFORATED ADS N-12 MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE BY MTI DATED . PVC ASTM D 3034 PIPE OR APPROVED EQUAL. REQUIRED INFILTRATION. 5. SEEPAGE BED TO BE IN ACCORDANCE WITH ACHD BMP04 PERFORATIONS ON TOP (1/2 OF PIPE ONLY) TOP OF SWALE SEE GRADING PLAN 7. BOTTOM OF SAND LAYER IS MINIMUM EXCAVATION. 18 0°� 36" STORM DRAIN MANHOLE WITH BEEHIVE INLET GRATE 100YR WSE 6. CONTRACT TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND 14 (SEE GRADING AND DRAINAGE PLAN FOR PIPE INVERTS) TOPSOIL (SEE LANDSCAPE PLANS) WATER PRESENT. ce BOTTOM OF SWALE SEE GRA ING PLAN j< 15" SOLID WALL PVC ASTM D 3034 PIPE TOP OF ROCK %vivvvi�vvi�v �ivv�ivv�ivv�ivv�ivv�ivv�ivv�ivv�ivv�ivv�i�ivv�ivv�ivv�ivv�ivv�ivv�ivv�ivv �i� POND SCHEDULE EXTENDED 5' INTO DRAIN ROCK VOLUME SURFACE ROCK TOTAL GROUND POND BOTTOM 100 YEAR REQUIRED VOLUME INF RATE ELEV. WSE (FT ) (FT') VOLUME (FT') PROVIDED (SHGWE) (IN HR) SOILS /7 3' TYP. POND sVOLUME STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (100 YR) (FT') D 18 MIN. DEPTH 1 2650.60 9776 2424 12200 2635± 2.40 POORLY 41 ASTY C-33 SAND GRADED 1.5"-2" WASHED 3.0 GRAVEL ANGULAR DRAIN ROCK - - - - - MINI. IIIII _ _ _ W/SAND 2 2652.37 4635 1140 5775 2635± 2.40 POORLY -III -III GRADED ' III GRAVEL SEASONAL HIGH GROUNDWATER SHGWE W/SAND ASTM C-33 SAND 3 2653.46 6245 1919 8154 2635± 2.40 POORLY GRADED FREE DRAINING, GRAVEL NON CEMENTED W/SAND NATIVE SOIL C2ml 3 STORM DRAIN SWALE TYPICAL LONGITUDINAL SECTION 5 SCALE: NOT TO SCALE C2.10 PAGE 27 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C2.10 UTILITY DETAILS.dwg -C2.13- 3/01/2021 12:131 hallie.hart 1 2 3 4 5 V1 � NOTES T_ N 1. CONTRACTOR SHALL PROTECT CONSTRUCTION FENCE AT ALL TIMES 1. USE 2 STAKES PER BAG. STAKES MAY BE OMITTED IF BAGS ARE PLACED ON PAVEMENT SURFACE. NOTES: u W N E 1. CONTRACTOR TO PROTECT PURDUM GULCH DRAIN FROM ANY ENCROACHMENT, DISTURBANCE, OR BNAP: -.oncrere'ej*i�1e Mciicgeme+ir cam DURING CONSTRUCTION. IF AT ANY TIME THE FENCE NEEDS TO BE U) � N Ov REMOVED OR ADJUSTED, A TEMPORARY PROTECTIVE MEASURE 2. OVERLAP ALL BAG JOINTS 6". SEDIMENT TRANSPORT. - W L co Ln vi TO ENSURE PEDESTRIAN SAFETY AROUND THE SITE IS INSTALLED. 2. DUST CONTROL TO BE PROVIDED IN ACCORDANCE WITH IDEQ BMP7 O o p 6 o FENCE OR EQUAL SHALL BE REPLACED DURING ALL TIMES OF 3. AREA DRAIN MAYBE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE APPROVED BY ENGINEER. �Y �� ? Z 2 - 00 >` 00 OUTSIDE OF CONSTRUCTION HOURS. > m - O 2. CONTRACTOR SHALL COMPLY WITH IDAHO STATE DEQ NOTES: 4 y .•, bex.red' z CD -!Y!i7t��hrrl�r REQUIREMENTS FOR DUST SUPPRESSION DURING CONSTRUCTION 1. LOCATE PORTABLE TOILETS IN CONVENIENT 5 •'andn WHICH INCLUDES IMPLEMENTATION OF "REASONABLE PRACTICES" LOCATIONS THROUGHOUT THE SITE. I 0 TO MINIMIZE AIR BORN CONTAMINATES FROM SITE. (MAY REQUIRE u N WATER SUPPRESSION, MISTING SCRUBBERS, ETC.) 2. PREPARE LEVEL GRAVEL SURFACE & PROVIDE A CLEAR ACCESS TO THE TOILETS FOR SERVICING o rltmt tr-5- ,b.raasul-M&f.,m lwmryr wm&,rartind. is WI# 3. ALL OFF-HAUL OF MATERIAL SHALL BE ACCOMPLISHED THROUGH A & FOR ON-SITE PERSONNEL. SUBMITTED TRAFFIC CONTROL PLAN ALLOWING LOADING AND ��G W UNLOADING OF VEHICLES IN TRAVEL WAYS. PLAN SHALL BE 3. CONSTRUCT EARTH BERM PERIMETER (SEE ��S pJ� `'n'.�}`4' i=c''''m5'°"t+'rb-Mdi M. J APPROVED BY CITY OF BOISE AND CCDC PRIOR TO DEMOLITION. EARTH BERM BARRIER INFORMATION SHEET) �pQQ� I■'�nlrF■r7hku.%iH�,�I�� O Z U CONTROL FOR SPILL PROTECTION LEAK (or s' ^°'*^4++ *�{�**•v++ardicc-ftiprn rF°W� 7 z cn ,ti,�a n.a,p mama�artll�+rtntaK,trw�sr s-I a,ah. �r.il+�w w I� L c� = O 4. TRASH BINS SHALL BE PROVIDED FOR PLACEMENT OF PROVIDE SECONDARY CONTAINMENT, ie DRIP `�"'°"r"°" "'°�-�'�`'""�4t-d".;m ' """°"`°"` `""" I}i nd•wmh wi tdi 6 Rr�2+_i V061 h 48m'a La• =ktlm.Ynafi w -va �l�■ri. ■•uCII W r Ivv��LYI CONSTRUCTION DEBRIS PANS). �` ; , ,t1' I6FdGIF4■�Yi+Jtlralk c,_gdnr d0ftrmad z o N p Y+v+ 0� W Z Ylhcr.x�,�pt�ti�lo 18Ar b"ph 8nJwncvc F88p7c�}o lr. IhacNto-�IMIIaw,L 5. CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR SEDIMENT FROM ¢aa�vw=ro* �v*++�a oee• � m D U) ALL PUBLIC HARDSCAPES (SIDEWALK, ROADWAY) FOLLOWING r5''� * �*" " '` ■wg+npac < -n++�+�a�+awF�a�r:��nwavrrr+c�w�a�wr+�a *� , w+�•w+« � Q O ANY SIGNIFICANT SPILLING OR TRACKING AND AT A MINIMUM AT RADIUS = 25' MIN. W ? THE END OF EACH CONSTRUCTION DAY. Fv i.�n �+"+-e �+aapc L Q 50' LONG BY 20' WIDE O`�� Oc'S M+�Irrulyrcr tom, — 6. ALL HAZARDOUS MATERIAL THAT IS TO BE TRANSPORTED SHALL BE 3-6" CLEAN ROCK, P��SS�P I .i �n� t„aarro, l' �,�c,•rwr�o,.�• , '•�;��%,,,, p GOVERNING AUTHORITY MAY r,�A&W LOADED OR UNLOADED IN AN CONTAINED AREA THAT IS CAPABLE REQUIRE GEOTEXTILE FABRIC TO G� P� " a° "r`a 'OKWE4P`� °I�n5m1;' Kaw. GRAVEL PAD �� Y/INW MIl1C]N I�'Jl✓fFYIY, OF RESTRICTING CONTAMINATION OF SURROUNDING AREAS. �� PREVENT SUB-SOIL PUMPING. , w aY::or. MITIGATION PLAN SHALL BE PROVIDED FOR ALL POTENTIALLY �� ► — — o N N N m HAZARDOUS MATERIAL SPILLS. SUBGRADE REINFORCEMENT o o No 0 0 o cn GEOTEXTILE, AS REQUIRED S W cfl N N rn o co W MIN. r�+^ T...- Z N — o o N o 7. SOME EROSION CONTROL MEASURES HAVE BEEN ESTABLISHED DEPTH -I"•'•'---•'ww•: DURING EARLY DEMOLITION WORK. CONTRACTOR SHALL TAKE O) O Lu Q Q Q n J PORTABLE TOILET DETAIL RESPONSIBILITY OF ALL EROSION CONTROL INCLUDING THE Luz o Q EXISTING MEASURES. o a a a a a a zo W SWPP CONSTRUCTION NOTES KEY NOTES: w U) III II�II � NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION. O ADDITIONAL SILT FENCE SHALL BE INSTALLED TO 1� TEMPORARY SEDIMENT FENCE, PER DETAIL IDEQ BMP 36 PROTECT THE RIGHT-OF-WAY IF EXCAVATION 00 CD ACTIVITIES IMPACT EXISTING CONDITIONS WHICH 2� CONCRETE TRUCK WASHOUT PER IDEQ BMP 13 �4 1 4� O cN O 0,_ N 00 COULD ALLOW STORMWATER RUNOFF TO CARRY G I N S W W m co Z M SWPPP NOTES: SEDIMENT INTO THE RIGHT-OF-WAY. 3 WHEEL WASH PER IDEQ BMP 11 c) 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE 0 30' 60' Z B DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. O INSTALL TEMPORARY INLET PROTECTION AT STORM 4� TEMPORARY CONSTRUCTION ENTRANCE IDEQ BMP 5 3 o 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM DRAIN INLETS, 2 BAGS HIGH PER IDEQ BMP31. ALL SCALE:1"=30' < W Lu U OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. SILT TO BE REMOVED REGULARLY 5� INLET PROTECTION o z z Y W 3) FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY � Z5 Q w p AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. O STABILIZED CONSTRUCTION ENTRANCE PER IDEQ DUMPSTER & CONSTRUCTION DEBRIS o 0 all U a- 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER BMP 37-39 AT ENTRANCES AS SHOWN. OF PROJECT AS INDICATED ON THIS PLAN SHEET. 7� PORTABLE TOILET PER IDEQ BMP 14 5) INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING O CONSTRUCT SILT FENCE/PRESERVATION PER IDEQ S\(jNAL F� STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. BMP 63-68 0�S G\STE,Q 6) CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND 4 8/06/20�� F CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL - NEW INLETS. (OPPj, 073 Z, or— -eo --a - - �U 7) AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED ° \\ ape TFGF�OPQC� WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND - -Id=2671- - - , `stlNDE��. PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION I, OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED I 11, WITHIN THE NUMBER OF DAYS OUTLINED OF FINISHING AN AREA TO THE o�-��ae��o - of - FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. ld �oD� - - - 2 01 8) LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN u ' - LOD ` s70 STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9) DISCHARGE FROM THE SITE WILL BE DISAPPATED THROUGH OVERLAND SHEET FLOW AND IN A TEMPORARY INFILTRATION BASIN. 10) THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL - BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR _ INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. - 266s — I 2669— — ° O LEGEND: � — �— \\ � Z i�� o- 1 `� �� - - - - o l s s o J PROPERTY LINE Ci I I 1\1 C EXISTING MAJOR CONTOUR i 4 EXISTING MINOR CONTOUR %%� \ I I I l _(av PROPOSED MAJOR CONTOUR ��j�/// I e - - - i Z 2669 I� O ___---- PROPOSED MINOR CONTOUR � �///// � I \ I 0 U v v PROPOSED CURB AND GUTTER o �j///// �� I o v - Q ✓/_ m �2667� o Z DIRECTION OF EXISTING OVERLAND FLOW ° I `��o� ` ems' N cC" 5 I� 1 - �� /2666� O STABILIZED CONSTRUCTION ENTRANCE i 60 - GM -ae ao1 5 ao ao�� Q _ 266 � 65 � 0'6 — 2sss S } -2 <26- - — — o 1 ui ,.� II a �6 ss4 266� i CONCRETE WASH OUT h� ` :• :. . . ::' ;�• .••. ..f ... �� ass 1 • � i 5 qo -2662 :s p x V °�III I SF SF SILT FENCE LIMITS OF DISTURBANCE coh -' �� ` vv I �� r6 v v v, v ` 660 -2661 � cl I O TEMPORARY DITCH 10 �' '.-S�• ' �' � vvv - - - - �� c�06 �- - - ui TEMPORARY INLET PROTECTION o° �` � a � r, \ \ , - 0j _ I _�_ PORTABLE TOILET CONTAINMENT � -� ` � s� �� 660 � '�� f � �\ - � � � oIII I I s, _ 08, N _t- - - - - - v� O EROSION CONTROL QUANTITIES s - D N o (1) PROPERTY ACRES: 52.7 ACRES 2 �� , vv LO N - - - - - - - - - Opl III (2) LIMIT OF DISTURBANCE: 6.3 ACRES ® 26s2 5 9l - ------- � � LOD LODE � LOD - _ (3) CONSTRUCTION ENTRANCES: 2 % °°;\` - - -. Lo _ 66 `_- - - - ��'� _`^ _ 2sso 2661 < — 1 � LC D 2662� - - - _ _ 6 - - - - - -- —�1 - - (4) PIPE INLET PROTECTION: 22 2s _ - = 2 / gs_ - —26ya ,2684- - -_ _=F26ss' - -=�_ _ - - - - =-- _____- - - -- _ - - - - - - - -------- - - -____ - - - _ _ _ _ _ _ _ _ _ _ � \L - \ T_ -�-\ LoD i s3,1 6S4 i - su (5) CONCRETE WASH OUT: 2 0 - 5 gB � � - �6D—� \ `2sss, 26s 1 - - -_ - - - - - - -__ - - - ,A_ _ _ - - - - - - zzzz=s _ _- L - s C4mOO PAGE 28 H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\PUBLIC ACCESS PLANS\ID-1336-1808 C4.00 SWPP PLAN.dwg -SWPP PLAN- 3/01/2021 12:13pm, hallie.hart