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CC - Civil Innovations Engineering Construction Plans 17-0502-VS2 07.06.2017 VERADO SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN GOVERNMENT LOT 31 OF SECTION 5, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2017 SUMMERFIELD NO. 1 CHAMPION PARK NO. 1 COR. REC. 2015011236 BASIS OF BEARINGS COR. REC.2015053361 31 32 T. 4 N., R. 1 E. E. USTICK RD ° (2655.31) 4221 --- -_ S 89 4457"E 2655.40' PLS 1 32 N1/4 --- --- --- --- --- --- --- --- --- --- 6 5 T. 3 N., R. 1 E. 1913.02' --- --- --- --- o- i 742.38' 5 30'WIDE EASEMENT o ion I o0 0 O N Ln FOR MILK LATERAL PER o Ln o W INST. NOS. 113108047&114005534 o 0 o i CURVE TABLE �° PLS 14221 CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH - - - - - - - - - - - - - - - y� - - - - - - - C� ° ° o N 89°44S7"W 405.60' LLi PLS 12087 Cl 31.56' 220.00' 8 13'08" S 73 31'44"E 31.53' \ � 742.20' C2 57.92' 74.00' 44050'34" S 67019'40"E 56.45' o N PLS 14221 1 ^' S 89°44'57"E 282.00' pLS 1�22 \ U C3 42.18' 74.00' 3203935" S 28°3436' E 41.61' o° -- -- -- -- - -- - o NOTES: O i C4 18.16' 74.00' 1400328" S 0702842"W 18.11' - 48.00- -39.00'-- -39.00'-- -39.00'-- -39.00'-- -39.00'-- 0-'-- °I74.00' 35°15'06" S 32°07'S9"W 44.81' .C5 45.53' I W 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE IS HEREBY Z C6 38.89' 74.00' 30006'43" N 6404854"E 38.44' C7 13.41' 74.00' 1002247" N 85003'39"E 13.39' P.O.B. I _ j oo RESERVED ALONG THE FOLLOWING: C8 10.96' 26.00' 24009'46" S 78010'10"W 10.88' I M Ny o 0 0 0 0 z -TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY C9 29.79' 26.00' 65038'19" N 33016'07"E 28.18' o o -TEN(10')FOOT WIDE ALONG PUBLIC RIGHT OF WAY CIO 78.37' 50.00' 89048'05" N 45021'00"E 70.59' o ~ i Cll 78.71' 50.00' 90011'54" N 44039'00"W 70.83' o w w Lu Lu Lu Lu o 1 -THREE(3')FOOT WIDE SIDE YARD C12 29.79' 26.00' 65038'19" S 32022'12"E 28.18' a 10 9 8 7 � 6 5 4 0 I: A PERMANENT EASEMENT FOR IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: C13 11.14' 26.00' 2403338" N 77028'09"W 11.06' Un M M o 0 0 -TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES AS NOTED C14 28.24' 235.00' 6053'04" N 74°ll'46"W 28.22' o 0 0 0 0 0 o I M -THREE(3')FOOT WIDE SIDE YARD AS NOTED 00 0 0 0 0 0 0 LINE TABLE w I z z C7 z z z z i� 2. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN LINE BEARING DISTANCE Ll S 14053'26"E 49.73' ��0 I 14221 COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY 25.67' 39.00' 39.00' 39.00' 39.14' pLS Ll N 1404352"w 49.69' . Q o G6 JL CONDITIONAL USE PERMIT L2 S 8904457"E 32.00' Qv L3 N 0905358"E 48.69' J� o ?, �� N 3. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES L4 N 77°4i'30"w 48.i2' Z 1 6o S 89°44'57"E 188.17' co �� ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. L5 N 42020'07"E 14.98' I �, • - - - - - - °F' L6 N 51°32'48"W 14.99' �� C> �,h p E. RINGNECK ST. 4221 r, L7 N 26o54'08"W 9.46' I^o Ly N PLS 1 4221 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED L8 N 00 27'25"E 15.91' co 31 PLS 1 _ _ _ SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. L9 S 0002657"W 15.33' I 34.66' 32.00'_ 32.00' _32.0_0' _ _3_ .00' 32.00' ° T L10 N 77041'30"W 50.39' f ------- ------ e o, 15 :57'.............. 5. IRRIGATION WATER WILL BE PROVIDED BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN 11 CS �7.50' I o COMPLIANCE WITH IDAHO CODE SECTION 31-3805(i)(b). LOTS WITHIN THE SUBDIVISION WILL N S 8904625"E 179.34' - • ^ o 0 0 0 0 1 0o BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS N y r36.07 -- -­41­-- ri o00 0 o FROM NAMPA& MERIDIAN IRRIGATION DISTRICT.32.00' 32.00' 32.00' 32.00' 32.00' � ^+ ^+ oo � �+ � 24' I 24' w Luw w W iN 29 0 28 0 25 w 24 0 21 0 20 I 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS N o 0 0 0 0 o I un ul o Ln Ln p THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN N i 0 0 0 0 0 0 0 o o IRRIGATION/DRAINAGE ENTITY. o + ti coI _ o 0 00 o o '� cn 1 oLu Lu Lu Lu Luate,• o o z z z z z o 0 o 17 16 k 15 k 14 i� 13 12 ;N o z Ati � 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, o N N N N N ko M I w o mac, S 1g221 o5J WHICH STATES: "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION i I o 0 0 0 0 ~ I n OQ L2 °PL 0 THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED z z z z z J ,`^p �; 45.64' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00 y J�� CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR, WHEN THE OPERATION WAS NOT A o0 31 o NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION i 36.00' 32.00' 32.00' 32.00' 32.00' 32.00' I z Ln o 0 0 0 0 0 co rn o 0 0 0 0 0 o SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT i C) Q) � I o OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION fQ) 0 `ko I ° N I 30 w 27 w 26 w 23 w 22 w 1 w 1 I THEREOF." S 89 46'25"E 230.00' _ _ -n 0 0 0 rn 0 9 0 8 I° i Q� Lu •o - o o U) Ln � Ln Ln Ln 0 8. COVENANTS, CONDITIONS AND RESTRICTION FOR THIS SUBDIVISION SHALL BE RECORDED N ^ • z o 0 0 0 0 o I AT THE ADA COUNTY RECORDERS OFFICE AS INST. NO. 0 36.00' I 32.00 32.00' 32.00' 32.00111' 32.00' �'t j 9. DIRECT LOT ACCESS TO E. USTICK ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY i o ------ - ------ a C13 ADA COUNTY HIGHWAY DISTRICT AND CITY OF MERIDIAN . . . . ..... . ... ............... . g221 . z 7 50 35.18' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' PLS 1 ko 0 0 0o - - � - - 21 10. LOT 7, BLOCK 1, LOT 8, BLOCK 2,AND LOT 12, BLOCK 3,ARE COMMON LOTS TO BE OWNED 1 M �11 ^� N PLS 1`}2 AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR o ^ • N 89°44'57"W 223.10' - `�' HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET N `O E. SHARPTAIL ST. °V EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION,AND LOT DRAINAGE. N 36 IN 35 ^ 34 w 33 w N o u, ;, ^ 32 N 31 `" N �' S 1g221 _ 11. LOT 12 LOT 3 CONTAINS A ACCESS AND MAINTENANCE EASEMENT FOR THE NAMPA io `-n �n '� N cd 0 pL- ' i �., o o "� I__ ___ 70.00' 81.2T 60.00' y MERIDIAN IRRIGATION DISTRICT. --------- -- ----- --------- ---- 00 0 0 o 30 N..... ..............................so. ....... �s.............................. z o 0 00 0 0 7.74' { .............. .... .. .. ..w z z z o o w ri 7.50' M 46.00' BLOCK 4 `D u•, SEE NOTE i2 � I M 12. LOTS 9, 10, 11, 12 AND 13, BLOCK 2 AND LOTS 2, 3, 4,5, 6, 8, 9, 10 AND 11, BLOCK 3 ARE Lu w SERVIENT TO AND CONTAIN AN ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE 1 3s.Jy, 13.60' N 29 � 28 27 N 26 b, O1 ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT c10 18.76 32.13' N RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF 32.13' 32.13' z ° o n 1_ PLS 14221 ° -- 32.13' 2.76' oo z 36.76' q o I�n ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE PLS 4347 0 --- 32 13' 70 59' S80' zIN "MASTER EASEMENT'). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE SE COR. °[4 o N 84°24'18"W 236.91' 5750' z ° W 110.11' S77°38, S �10 PLS 14221 --- -- -- S 83 00'30' _��_ 18,E 7933 1 DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS Gov'T LOT 3 N 84°24'IS" --- -- 37 -- - 31 FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. W 239.44' -- W 109.21' ti�Lti�IV 7j0_3,_�-- Q-1 LEGEND S 83°0030 Q\� w J6.75-0.`` co L PLS 1 pti�� Cr \ LINE SURVEYED EXISTING DEED OR LOT LINE �pO� CENTERLINE J� RIGHT OF WAY --- --- SECTIONAL LINE 2030 S. WASHINGTON AVE. EASEMENT SCALE EMMETT, ID 83617 LOT LINE 50 0 25 50 100 FOUND 518"REBAR AS NOTED O k, I L Qo id (208) 398-8104 FOUND BRASS CAP MONUMENT ( FEET) ST `rG �j/�� FAX (208) 398-8105 O �TOOQ SET 518"REBAR/CAP 1 INCH = 50 Fr CIA • SET 112"REBAR/CAP C +�, �� �uNeyil7 , LL WWW"SAWTOOTHLS.COM P.O.B. POINT OF BEGINNING 9RL POR'��4 SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#: ( ) RECORD INFORMATION -- 1 OF 3 512017 WJ 16225 16225#2FP 0 V r, Ll Val VERADO SUBDIVISION 2N,SUMMERFIEED W A NO . E.SUMMERDAWN DRIVE �Q NORTH MERIDIAN, IDAHO - 2017 LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 5, 0 T.3N.,R.1 E.,B.M.,CITY OF MERIDIAN,ADA COUNTY,IDAHO E.USTICK ROAD n CA o E.RINGNECK STREET T PROJECT SITE F- E VERADO SUBDIVISION NO.2 LEXISTING O � C D VERADO SUBD N N T NO.1 p ti ap o co GENERAL CONSTRUCTION NOTES ROADWAY NOTES (CONT.) PRESSURE IRRIGATION NOTES - E.SHAPETAILST.-z co i m p o� o 0 ! o Y F m w - 0 EXISTING z - 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 9. ALL WATER WORKS COMPONENTS SHALL BE ANSI NSF 61 CERTIFIED AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT - Q - / Qao VERADO SUB � � � � w WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08). A MAXIMUM DEPTH OF TWO AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC cc NO.1 E.KAMAYST EET Q w m o THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD)SUPPLEMENTAL SPECIFICATIONS AND/OR THE REQUIREMENTS WORKS o E.KAMAY DRIVE -1 - M = OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 10. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. TLTc ` o CONTROLLING STANDARDS OR SPECIFICATIONS. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS � --- Z r SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, c --- 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND a ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE).FAILURE TO HAVE A CURRENT COPY OF THE STANDARD 11. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL = z o SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA e E.COUGAR CREEK DRIVE 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS 12. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. DEPARTMENT ON SITE AT ALL TIME.THE"APPROVED FOR CONTRUCTION"PLANS SHALL BARE THE ACHD APPROVAL STAMP OR THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE CONTRACTOR SHALL HAVE A COPY OF THE ACHD APPROVED PLANS ON SITE AT ALL TIMES. 13. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS Cj WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 4. ALL CONTRACTORS,SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO OUTSIDE THE PUBLIC RIGHT-OF-WAY. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE START OF WORK. WASTEWATER RULES(IDAPA 58.01.16). 14. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND E.CHEMISE DRIVE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX E.CHALLIS DRIVE 15. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. (6)INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. a 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS 16. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR w INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. NON-POTABLE WATER. E.MEADOWGRASS STREET z o Z G U 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE z PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT OF WAY, z PRIVATE ROADWAYS AND TRAVELWAYS. 8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL1E LL 4 �j DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE REPLACE THE ENTIRE ROADWAY SURFACE. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE L RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) �I �2 H 462 CONSTRUCTION PLANS. 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF AND THE CITY OF MERIDIAN WATER DEPARTMENT. �� A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. ��Q- 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING WATER NOTES VICINITY MAP IJ� & OF �o) PRIOR TO CONSTRUCTION. 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD NOT TO SCALE SIN P. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER ROADWAY NOTES 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE CONSTRUCTION SHEET INDEX NO.1. 2Lu 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY o a CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. SEWER NOTES 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 1 OF 9 C.100 TITLE SHEET AND CONSTRUCTION NOTES w W 2 OF 9 C.200 STREET AND STORM DRAIN PLAN = AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND o z 3 OF 9 C.201 STREET PROFILES z cc: CD m 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 4 OF 9 C.300 OVERALL SEWER PLAN z WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA z a o 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 5 OF 9 C. SEWER PLAN AND PROFILE X o z 302 SEWER PLAN AND PROFILE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 6 OF 9 C. "' o AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 7 OF 9 C.400 WATER PLAN o = �>-� 4. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 8 OF 9 C.500 DETAILS o 0 o z SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 9 OF 9 C.600 STREET LIGHT PLAN a E U) o NO.1. 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE } Cc z L 5. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Lu WASTEWATER RULES(IDAPA 58.01.16). CONSTRUCTION CONTACT INFORMATION a , z ClLu oc) � AND IRRIGATION) HALL BE A MINIMUM F TEN 1 FEET. WHERE IT I NECESSARY F R A P TABLE WATER MAIN AND A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO CROSS � z S U 0 ( 0) S0 0 ( ) 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 3 CD w W NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES).THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO ENGINEER DEVELOPER SURVEYOR m BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL a z cc 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). WASTEWATER RULES(IDAPA 58.01.16). QUALITY(IDEA). CIVIL INNOVATIONS, PLLC DEVCO, LLC SAWTOOTH LAND SURVEYING, INC. CC CONTACT:BEN THOMAS CONTACT:JIM CONGER CONTACT:CARL PORTER,PLS CD J 1043 E.PARK BLVD.STE 101 4824 W. FAIRVIEW AVE. 2030 S.WASHINGTON AVE. W n = 6. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS = o A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS STORMWATER TREATMENT FACILITY(I.E.,SEEPAGE BEDS,DRAINAGE SWALES). AFFECTED BY CONSTRUCTION. BOISE,IDAHO 83712 BOISE,ID 83706 EMMETT,ID 83617 z WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)398-8104 SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED,AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS WASTEWATER RULES(IDAPA 58.01.16). GROUND,USE"CLASS 200 WATER PRESSURE PIPE",ASTM D 2241,SDR 21,INCLUDING SERVICE LINES AND FITTINGS. OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08). BENCH MARK AND DATUM DATA 7. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES 4 TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES).THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO HAVE BEEN INSTALLED.THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE BENCH MARK NO. 1 (BM) CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL SEWER. 5/8"REBAR/CAP(LS4347)-EL.2612.40 QUALITY(IDEQ). LOCATED IN THE INTERSECTION OF E.KAMAY DRIVE AND N.DEVLIN WAY 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. DATUM DATA 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. HORIZONTAL:NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) • VERTICAL:NAVD 88 O Z LU w H O o z � z Ca CD - = U Q � STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EXISTING UTILITY LEGEND z z o ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE W PROPOSED WATER LINE AND VALVE ° EXISTING SIGN Q Q U ABAN Abandon EVC End of Vertical Curve POC Point on Curve DETACHED PROPOSED PEDESTRIAN RAMP p Q ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK W EXISTING WATER LINE AND VALVE , EXISTING LIGHT POLE z AC Asphalt Concrete FIG Finished Grade PP Power Pole ATTACHED Q ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE O, EXISTING UTILITY POLE = W w AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED ) PROPOSED SINGLE WATER METER SERVICE LINE EXISTING POWER POLE w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP c= EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE ❑ EXISTING TELEPHONE RISER BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK O w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING G EXISTING SINGLE WATER METER SERVICE LINE 0 EXISTING CABLE TV RISER J H BK Back GB Grade Break RB Ribbon Curb BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB L PROPOSED FIRE HYDRANT El EXISTING GAS MARKER Q ~ BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way PROPOSED CONCRETE VALLEY GUTTER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB EXISTING FIRE HYDRANT FO EXISTING FIBER OPTIC BOX a CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB PROPOSED CONCRETE THRUST BLOCK © EXISTING POWER TRANSFORMER OF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o o -- -- PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS >-W EXISTING CONCRETE THRUST BLOCK EXISTING WELL W CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB OHP- EXISTING OVERHEAD POWER LINE CO Clean-Out(Sewer) INCL Including SO Storm Drain O O PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB FO EXISTING FIBER OPTIC LINE CONN Connection IP Iron Pipe Dimension Ratio EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section 3145 PROPOSED 5'CONTOUR G EXISTING GAS LINE feet PROPOSED DROP INLET SL SERVICE LENGTH COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot (feet) 3140 PROPOSED 1'CONTOUR T EXISTING TELEPHONE LINE CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET Si SERVICE INVERT ELEVATION CY Cubic Yard L Length SP Signal Pole - -3145- - EXISTING 5'CONTOUR 10 DBL Double LB Pound SPRK Sprinkler SD PROPOSED STORM DRAIN LINE AND MANHOLE T SS PROPOSED SEWER LINE AND STATION DI Drop Inlet LF Linear Foot SS Sanitary Sewer --- 3140 --- EXISTING 1'CONTOUR SD EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE DIA Diameter LP Low Point STA Station - - - - DRAINAGE SWALE PROJECT NO. 17-0502-VS2 DIP Ductile Iron Pipe LT Left STD Standard ---% ,--SS PROPOSED SANITARY SEWER LINE AND SERVICE DW Driveway MAINT Maintenance SW Sidewalk PROPOSED STREET SIGN DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND �� GG EXISTING SEWER LINE AND MANHOLE DWG FILE C.100 EXISTING STREET SIGN E Easting MW Monitoring Well TAN Tangent - GG EXISTING SEWER LINE AND SERVICE DESIGNED BY BT EA Each N Northing TICTop of Curb • EXISTING STREET LIGHT GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX DRAWN BY JTA EC End of Curve NO. Number TEL Telephone DIRECTION OF SURFACE FLOW -GIRR- EXISTING GRAVITY IRRGATION LINE NOTE ECR End of Curb Return OHP Overhead Power TOPO Topography CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition PROPOSED TYPE II BARACADE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical PRESSURE IRRIGATION PLAN LEGEND ISSUE DATE 07/06/2017 EM Electric Meter PCC Point of Compound Curvature VB Valve Box � PROPOSED TYPE III BARACADES SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN E Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve �PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT HORIZ.SCALE AS SHOWN EP Edge of Pavement PE Polyethylene VERT Vertical EXISTING BARACADE ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. 9c�PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE VERT.SCALE AS SHOWN PIRR Pressurized Irrigation WM Water Meter ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THERE PIRR PROPOSED CONCRETE THRUST BLOCK WERE NO VARIANCES APPROVED FOR THE PROJECT: O-PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE CIA 00 SHEET 1 OF 9 D:\Civil Innovations Projects\2017\17-0502-VS2 Verado 2\200-Construction Drawings\205-Construction\17-0502-VS2 C.100(Title and Note Sheet).dwg \\ -------------- E.USTICKRD. == N A _ _ ` - - - - 1 STREET AND STORM DRAIN PLAN oHP o oHP _ _ oHP / \ F❑ 0 / ■ SCALE: 1" = 30'-0"HORIZONTAL -- ---�_---- ---- - HP OH - - - - LL OHP OHP OHP GRADING NOTES ---- - - - - - - v x ------- - - - - - - - ------ �----- --- --------\_ _____ _____ _ \ ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN THE CURRENT m ''� - ---------- / ----- - -- -- --- --- ___ _ _ -OF-WAY SHALLBE RE-EXCAVATED TONATIVE SOILANDTBACKFILLED WITH �D- GIRR GIRR GIRR --___ \ GIRW, GIRR ----------gfRRR IRR -- -- GHRR- ----_ IRR GIRR GIRR GIRR GIR -GIRR---- /-- GIF ' _ HORIZONTAL SCALE IN FEET STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDESOILS DATA TO VERIFY NATIVE -- B -* -------- - ro------ _ _---_ DI 1A MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS \ / OE \ x TOE TOE c� ,,� ---- w _ -------reE --------�oE- TaE ----- - -- E ---- --TOE-- -- - AND A COPY OF THE COMPACTION TESTS. ---- CLSTA.15+86.60,16.50'RT,E.SHARPTAIL STREET �\ DROP INLET ACHD� \ D Supplemental Drawing SD-604A,TYPE IV ---\ ---- ----- ----- - x - - �- ----- ---- - - --- - ---- - - TOP OF CURB=2609.78 n x 12"INV OUT(S)=2606.78 INSTALL 29.0 LF 12"PVC @ 0.52�°TO DI 1 B CD GRADING CONSTRUCTION NOTES y r 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING 00 x \ \ Q(25)=0.55 cfs AREAS AND FILL AREAS SHOULD BE STRIPPED OF ALL DEBRIS, VEGETATION, AND � w __-- _ Q(loo)=0.77 cfs O o0 0 _ _-2612-- � x j `-- - UNDOCUMENTED FILL. � T � � 00 BLOCK 1 I DI 1B 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE O C °O s --\ X CLSTA.15+86.60,16.50'LT,E.SHARPTAIL STREET REQUIREMENTS FOR GENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE � °O 10 9 8 \7 x 6 ^�5 4 S� o DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES.GENERAL FILL a °� 0 0 TOP OF CURB=2609.78 Y S ` r G EXISTING VERADO cc SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP,GC,GM,SW,SP,SC,SM,ML,CL w 12"INV IN(N)=2606.63 ' N 1 SUBDIVISION NO. > OR COMBINATIONS OF THESE SUCH AS SP-SM MATERIALS. IN ADDITION, THE GENERAL Q \ c 12"INV OUT(S)=2606.53 ( ) O p "--I w 1 `I \ N I x z FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL m z INSTALL 0.9 LF 12"PVC @ 1.11%TO SG 1 BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. Cy') O 3 I j 0(25)=0.65 cfs 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC CD _ `\ ' // 1 I J = Q(100)=0.91 cfs MATTER (SUCH AS STRIPPING OR ROOTS). TRASH, DEBRIS, STONES LARGER THAN 4 CIVI INNOVATIONS I N II \ /' � ���� /' 1� u07 $'.i � SG 1 INCHES,OR THAT CLASSIFY BY ASTM D2487 AS CH, MH, PT, OL,AND ARE NOT SUITABLE NORTH _ ---_ ___- -- '� `� e X FOR GENERAL FILL. w v o x v\ / m I ni r w 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) L o \ ,' /'ll NI c WITH 20"BAFFLE SPACING.(See Detail On Sheet C.500) 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL ' moi nc Q, "' \ RIM=2609.82(W),2609.82(E),MATCH FINISH SURFACE FILL,THE EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 2611.84 RC/GB/PT r + �; + \ s + \ N ��/ I '� _ - T' /uT o+ "' x 12"INV IN(N)=2606.52 8 INCHES, MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 18+93.18 eo eo 1 04 4 x N �6� N INLET BAFFLE=2605.92 95%OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. 2611.79 RC I OUTLET BAFFLE=2606.42 w 18+84.13 r --- _ 5. AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH o _ 18"INV OUT(E)=2605.44 MAXIMUM LOOSE HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM Cj \° - INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 1 DRY DENSITY AS DETERMINED BY ASTM D698-STAND PROCTOR COMPACTION TEST.EACH w 2611.65 RC x \ -; SB 1 LIFT AT EACH BUILDING PAD SHOULD BE DOCUMENTED FOR DENSITY. 18+57.85 DI 3A 3 j \ i III �o ��� 182'L x 7'W x 6.0'D SEEPAGE BED 6. GENERAL FILL PLACED WITHIN ROADWAY EMBANKMENTS SHOULD BE PLACED IN 8-INCH o See Detail On Sheet C.500 MAXIMUM LOOSE HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM w o - o E.RINGNECK STREET $ / oo / o DRY DENSITY AS DETERMINED BY THE ASTM D698 - STANDARD PROCTOR COMPACTION o -+� - - - - - - - - - + - � NI \\ � - N+-� - - - -cli DI 2A TEST. 3 / CLSTA.17+21.73,16.50'RT,N.SUMMER PARK AVE. 7. ALL EXISTING IRRIGATION DITCHES,TEST PITS,FOUNDATIONS,AND DRAIN FIELDS SHALL BE 1` ° DI 3B /1 J E ✓ i' DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC 2611.48 R _ TOP OF CURB=2611.04 SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE L 18+27.09 ---- SG 3• 12"INV OUT W =2608.04 REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE X x x X ___----- 20'WIDE ACCESS 1 11 / ----___ - 2612.65 \\ INSTALL 29.0 LF 12"PVC @ 0.52%TO DI 2g COMPACTION TESTS. -----� - AC `-------- I EASEMENT _ _ X ----- -- - --\`- - 8+74.86-_ 9, --- -----------------------------� _ To F \ I = u, c / Q(25)=0.14 cfs X� I------2612---- J e� d e, 4 � e" cR � o o, 1 Eid Construction \\ / Q(loo)=0.20 cfs ��NAL pp co "n �n f I _ cc �n m � ui co :_ c / x - - I-- �' N N „� cD N x 0 a °D --- -� r O pj O C� " .X 1 Match Existing) ` 26 D12B ROADWAY CONSTRUCTION NOTES �� ,� 1 E �, r� 0 611.41_RC/GB/!'C - oHP r N eO eo � 05 z V�`! r / rZ cd + - SZ' hj f r n C oo r W r N � ¢ I N O Erb N N fo o A ao `" w N 18+14.82/ oHP + r m rn o + / o N N ^ o 13, __--- CLSTA.17+21.73,16.50'LT,N.SUMMER PARK AVE. 4 n r I I --�- ---- N r N r N r l^\NI N / / N N N k] c� \ UIS.) -�- -�- `�' T r / - o DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR V` MW N oHP Cr Z \ i N u,l I x TOP OF CURB=2611.04 VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I I/�`0 62 GIRR GIR GIRR GIRR GIRR II f� IIGI�R o - II 0 1 12"INV IN(E)=2607.89 2. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN o 2611.41 RC/GB/PC oHP / v co m ( ) A NO CHARGE RIGHT-OF-WAY PERMIT. I 12"INV OUT W =2607.79 / 18+00 18+14.82 // ¢ w ci INSTALL 1.2 LF 12"PVC @ 0.83%TO SG 2 � 3. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD JJ OF II / 36 - 2613 \ , I F- Q(25)=0.30 cfs DETAIL SD-301,AND ACHD SUPPLEMENTAL STANDARD DETAILS SD-303 AND SD-806. � 1 MW x /I I ✓ N P• r ❑ - Q(loo)=0.42 cfs 4. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED. 1000 GALLON SAND AND GREASE TRAP TRAFFIC RATED 3 4 --- GRR m off \ - _ SG 2 1 'BLOCK 1 W 10 28 RR _x e� GRR ( ) 1 17 16 15 14 3 ACHD STORM DRAIN - r = -- -- \ roB �0B - TOE WITH 2O"BAFFLE SPACING.(See Detail On Sheet C.500) o JLU EASEMENT -- W - \ ' r� / / RIM=2611.08(S),2611.10(N),MATCH FINISH SURFACE w o I I r\ o I - // ) 1 ` / GIR CC U 4 3 �e i ' _ -cIRR 12" CL INV IN W 2607.78 = I ' x - 1 R` O= ROADWAY CONSTRUCTION KEY NOTES N o Fc I _/ / INLET BAFFLE=2607.18 cc o d 1 ' OUTLET BAFFLE=2607.68 INSTALL PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712H,TYPE"H4" O ¢ m ' h T 2611.04 RC ' 1 + 1 x -\ \ I 18 INV OUT(N)=2606.70 ° Al AND DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC DRAWING SD 712 w Q z +2 7 / / ` INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00/°TO SB 2 o z ___ y \ Ec Z INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708 LL, J 126d1 03 6C/PC 31 ' SB 2 m LU �' OHP OHP r - - 20.23 GIRR GIRR x` / '/GjrRf�\\ \ \\ GIRR GIRR GIR IRR F° x GIRR GIRR > 54'L x 9'W x 6.0'D SEEPAGE BED o = L' cn , \ I � INSTALL 3"ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-702 z o QHP / o I 0 co I- co SG 2 / \ \ � pHP e� a, \ / e� Q, earn ea rn 1 a' ea I� 6 � � o_ / � Ec See Detail On Sheet C.500 0 0 0 o z c� m o. co 2611.04 RC / Ec Cc OHP / °O c.; `„' 00 a; c° I� u; vl a°Do M ¢ °' 1 17+21.73 / ' / `� ` ` _ `I� EXISTING VERADO o rn ao co �+ N N rn \ + + + DI 2B DI 2A / - - -- - -- EG INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL DRAWING SD-709 ~ o w '• + / �? + "! + + 4 aI + a coo o SO ' \ ` / _-2613--% r PG SUBDIVISION NO.1 DI 3A °C z 2611.65 RC r / r r r r o 0 1 --------- v / / � r / r r r r r m -r N e 2611.03 RC/GB \ / / / CLSTA.18+84.13,16.50'LT,E.RINGNECK STREET ¢ o z cU 12+29.94,16.50'R 1 / N N N N N m -- 17+20.23 / / m INSTALL 10'WIDE PATHWAY.SEE DETAIL ON SHEET C.500 0 o w 4 ti� N / / eG DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV m w o End Construction J __\ ° '° R=20' ` \-/ / 1 \ n _ _ TOP OF CURB= 11.79 INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE ALUMINUM WITH �w ,z \� - -_ \ _ Ec �I -- - 12"INV OUT(W)262608.79 © c� I-__ : `7 2610.46 FL _ -.REMOVE AND DISPOSE OF -- _ -__ STRIPED DECALS PER ACHD SUPPLEMENTAL DRAWING SD-1132A z_ m 27 �� -EXISTING TEMPORARY - / _ / -- INSTALL 30 9 LF 12 PVC @ 52�°TO DI 3B S C SIGN S 0 °C x EGp // / L C 0. INSTALL TYPE III BARRICADE AND I N"STREET T BE EXTENDED IN THE FUTURE"AND a z 2611.73 AC I _ DI 4A 0 4% 17 i 00 6 � '-_ TURN-AROUND / j / Q(25)=0.40 cfs � THICKENED EDGE ALUMINUM WITH STRIPED DECALS DECALS PER ACHD SUPPLEMENTAL o J � 12+30.00,0.00' ` 3 - ' 2610.30 FL � --'i - -'\ ° / 1 DRAWING SD-1 w o o --E.SHARPTAIL STREET o ' I o v+ + / \ ❑ x / Q(loo)=0.56 cfs c End Construction o - o /cl) -IT0 1.9% o a „ \ i 1 ❑ REMOVE EXISTING BARRICADES IF APPLICABLE AND SAWCUT A MINIMUM OF 2 FEET OF = " ~ o 7 r r o 0 > \ \ I i EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD SUPPLEMENTAL STANDARD 1 r m x\/' \ \\I N \ i CLSTA.18+94.68,16.50'RT,E.RINGNECK STREET 1 $ \ _\ \ 5 2610.14 FL DRAWING SD-303 AND SD-806 \ \ , \ ❑ ti6 DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV s DI 4B i.5%_ 1 a u� \ `, _ _ _- - __ as cc,_ I ,\\ x TOP OF CURB=2611.85 �r v N v o d o •"0` c� + d 0 Oi ai \ / \��� - - -r u' v �� co v r�ea r, cc co P }, ❑ 12"INV OUT(E)=2608.53 R=20' o r m ^c °O ee w + e' rn ° ` o' - Y ea 2611.65 RC 1 ---- -_ _ �n o ao u+,o � r M �i _ o i \ °C p \ ` ¢ =o I ,'I INSTALL 0.9 LF 12"PVC @ 1.11%TO SG 3 SG 4 __ --°".- o o n t2 In - o a `O M ' Let aoo 64 t-0 12+30.06,16.50'L x --- --- m ai + • a9 + + + !--- + x I ¢ -- --- --- --- -- --- -- - `am_ o 0 0 o 1 ( o N o 0 o u� o / 025 0.37cfs End Construction r o / k N T N N --- _ eo T ,o T ' T j o 1 ❑ ' 4 m H 1 N N / N N_ FA `? /I Q(loo)=0 51 cfs ' + ea aQ __-''e� ea ea e�`� \ � `\ -- ^I // 4 ` i o��l N SG 3 m.r � w � -z cc °G o C� \ \� _- \ I I I N N r 00 0 _ O N o Q+ o N u� m CO \ - ° 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) x r 2611 r M M " co coco co IT C*IT " Cl) C3� ^. ' - ' \ \ I I I x WITH 20"BAFFLE SPACING.(See Detail On Sheet C.500) ■ eo r to r I. co o eo o co o eo o eo 0 0 \y ' _ RIM=2611.89(W),2611.91 (E),MATCH FINISH SURFACE N r N r p� N r N r N r N f N r M \ ' DI 1 A I \ \ ICz o w o + /' x x ' \\ I �611.26 AC 12"INV IN(N)=2608.52 1 0 Cn m o - L _\ 0 3 13�69.00,0.00' ' INLET BAFFLE=2607.92 Z x ¢ __`�- ' o _ _ c I E.SHARPTAIL STREET I g \ I 2612� x o OUTLET BAFFLE=2608.42 a w _ _ - - - - - - - f - - - - - r, � _ - - $ Erid Construction o - - - �, -(Match Cuing) - Fes•, 1 I -I 18"INV OUT(E)=2607.51 C4 N x T .3 \ ° ___ - T j INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 3 - - - - - - = + DI1B \ �❑ MW MW `\- I_ _ II SB3 Cz Q I BLOCK N W p ` SB 1' P o ___-_ 122'LxTWx6.0'DSEEPAGEBED 36 35 34 33 32 - o SG 1 X See Detail On Sheet C 500 Iy 0 z e, N - - - - ------ - ---------- - 4 ----- ----------- - -- ------ ----------- - -- -- _ - - / x -- ----2609-- ------ a J \ c CURB 261088 - I --- - -----____ - d _ I \ \ CLSTA.10+37-86,16.50'RT,E.SHARPTAIL STREET _ CE ems., �, \ co j/x \ / DROP INLET,ACHD Supplemental Drawing SD-604A TYPE IV Z3O o o o \ o o I + z \\\ ^ rn / \ 120PINV OUT(S)=2607.88aO\ ao 00 o + ccc eC 0 cc \ EP- N BPS OVG m c A2 I o + o + 10 u� o + I N r O \ 10 v eo D o w \ a xl it N r N + \N r N + \\ -"' c L \ INSTALL 29.0 LF 12"PVC @ 0.52%TO DI 4B z LU Q \ I o Z --- - + .� ?6/� Q(25)=0.38 cfs w - - - ------- -----''_ 7 m 4=0.53 cfs \ N M a LU 6 aw ` 2 VI DI B __ \ '-2608-_ 0 28 o O U) 0 o BLOCK 4 1 CLSTA.10+37.86,16.50'LT,E.SHARPTAIL STREET .. .• r __ M 29 M 26 I EXISTING VERADO - - - _ - - DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV III p9 x \ SUBDIVISION N0.1 - _ _ TOP OF INV IN =26100.76 x I i 6 •\ a �� 5 ., 7 °+• a 1b. 'L .• ' 12"INV OUT(S)=2607.63 o• o Q ' ���_� o T �'��, , ,'T' 1 INSTALL 0.9 LF 12"PVC @ 1.11%TO SG 4 roe 0(25)=0.41 cfsLU ---\-rg =rQB / O b / \\\ �609 .. Q(loo)=0.57cfs � o SG 4 JOB- _ 'Y --- ro ,lO _ 1500 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) _ --�°€ __B - \ \'- / -- SOB, ---- ` ` `To -------_ - '26 --- $ \ WITH 20"BAFFLE SPACING.(See Detail On Sheet C.500) 0 _r 8 -1 \ ?°E- - - � - TOE � --- TOE\ \ �--------- KGB �� \ _ - I I ,------- / / _ ��, �,_ �� -----� \ ro � - - - J -- ___ __ I / _ � RIM=2610.80(E),2610.88(W),MATCH FINISH SURFACE --\ \ e� _ TEE------ TOa` \ - roe \ ' T°e a 12"INV IN(N)=2607.62 -- - \ _ \ �1'pB - - -_TOE - ✓ r0� - - - - TOE _ `\ -------------- \TOB---�-, I / TpF �\ \�� \ \�� ----------ram;- \ - - - - - - - TOE- roF' F- \-L ---I - ---- -= D INLET BAFFLE=2607.02 \ __x ------_____ \ TOE- - - - --- - /\ roE _ Tb� ` \__ / - OUTLET BAFFLE=2607.52 \__---- x�X - \ -------T� -- --roE ��TOE FINCH LATERAL �E ' - /' -/ _--__ roE �- -------- r�1 \\ xx\ 18"INV OUT(W)=2606.42 X TO - TOE -- -- / --_ x �k `- -____-_____TOE\__ 'r I �____ � ---_____--__\ ---_ x� INSTALL 5.0LF18"ADS N-12HP@0.00%TOSB4 roe------------- \ ----_ ---roE '--------- T6E- - PROJECT NO. 17-0502-VS2 ` �x�X roe `\ ,-- __ --rQ _-- TOB TO B - - _, ,; __ SB 4 �� ?Ge' --__ x �= -- '- ` SEEPAGEDWG FILE C.200 132Lx7Wx60'D BED4 ------ _ x - __-\\ --' -X�X�X r08 / � �� � \_,;�� TOx ` Tie \\ See Detail On Sheet DESIGNED BY BT ---- / / \ �� x \ , DRAWN BY JTA PIRR- _ CHECKED BY BT PIRR \ \ TOe \\ ISSUE DATE 07/06/2017 x a / ' PIRR - _ \ °F\\ \\ \\ _ _ _ HORIZ.SCALE AS SHOWN x' PIRR � \ JR I / \ \ VERT.SCALE AS SHOWN \ - - - - - - - - - - - - \ / PIRR � � PIRR 11) N \ \ \ T \ EXISTING VERADO // EXISTING VERADO SUBDIVISION NO.1 // I SUBDIVISION NO.1 \ \ \ \\ \\\ \ \ \ Cm200 SHEET 2 OF 9 D:\Civil Innovations Projects\2017\17-0502-VS2 Verado 2\200-Construction Drawings\205-Construction\17-0502-VS2 C.200(Street Plans and Profiles).dwg Q IIIIIIIIIIIIIIIml mml con T E.SHARPTAIL ST-N.SUMMER PARK AVE.-E. 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RINGNECK ST.-SEWER PROFILE o cc 2620 2620 Q z J = W Q � w Vn Z 2615 2615 Proposed Finished Grade At Centerline N Existing Ground At Centerline — — LU II II I I O 2610 2610 y o C) 0 o 0 STA:15+82.02 z Q 12"SD INV:2608.67 MQ Q z I W M � QSTA:16+06.80 CC 8"WL INV:2607.09± I W w I y w 2605 2605 O II o II 'II a 218.0 LF 8"PVC @ 0.60% SSMH 3 I STA=16+21.29 Uj Uj RIM=2611.54 8"INV OUT=2602.54(E) EXISTING SSMH 7 4"INV IN=2602.88(NW) STA=14+01.29 2600 RIM=2612.48 2600 8"INV IN=2601.23(W) (EXIST.BLOCK-OUT) 8"INV OUT=2601.13(E) PROJECT NO. 17-0502-VS2 DWG FILE C.302 DESIGNED BY BT DRAWN BY JTA 16+50 16+00 15+00 14+00 13+50 CHECKED BY BT ISSUE DATE 07/06/2017 HORIZ.SCALE AS SHOWN 45 30 15 0 30 60 4.5 3 1.5 0 3 6 VERT.SCALE AS SHOWN HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET Cm302 SHEET 6 OF 9 DACivil Innovations Projects\2017\17-0502-VS2 Verado 2\200-Construction Drawings\205-Construction\17-0502-VS2 C.300(Sewer Plans and Profiles).dwg - - - - - - - p � WATER PLAN - - - - - - - - - - - - -_ - - - - - - - - - - - _ 0 _ SCALE: 1" = 30'-0"HORIZONTAL a"ss a"ss e"ss e"ss e"ss �1 a"ss s'ss a"ss a"ss— — — _ a•'ss a•'ss a•'ss a•'ss a"ss s"ss � 30 15 0 30 60 — — — — — _ — HORIZONTAL SCALE IN FEET ----------____ E.USTICKRD. — — — -----2614-___ CONSTRUCTION KEY NOTES CIVIL INNOVATIONS --------- — — — — — — — NORTH 2WATER PLAN OHP OHP __ _ — T8 Tee,8"x 8"x 8" \ ❑E E❑ ' /+ ---- m ------�----- ---- —----- OHP OHP OH - — — — — 7_ 777 OHP OHP OHP- �■` ,r ---------- — — - ---- rl' ------- ----- -------\_ ---------------------- --- — — — — — — — - Tee,8"x8"x6" n u GIRR GIRR GIRR ,-___ \ GIR�'i GIRR -OfRR --_-\ IRR / ' -- GHRR -----\ ERR GIRR GIRR GIRR G1�#/--- --- GIR ---- - --GIF - -- 2613 --------------- TOB --- '--- - __ ------- -- -d`\-------------------- c� /'^ 2612- TOE ------\ f E------ G--TOE- -- _ --TOE - \ /\\--- -i6f V8 Valve,8°Gate o TOE TOE \ w w ----- --------- J V Z X - - O L U QO -------------- ---- --x - --- \ -- �- V6 Valve,6"Gate U) c� oo \ ----- ----- - -- ---- r U) k m --- - - - ----- M M O0 0 00 \k E14 Elbow,8",11 1/4° m p o o Fj Elbow, ' Q c_n >_ LJ I c \\\ _- CD BLOCK 1 1 9 8 \7 6 6 4 SAX a ---- \I E16 Elbow,8",45° Cy') m ----- - ---- - ' \ x \ ' o EXISTING VERADO oac l r / o SUBDIVISION NO.1 > E17 Elbow,8",90° — z 3/4"Single Water Service Per City Of Meridian Standard Drawing No.W1 I I I �-(� I I I \\ ,' /' 111 ❑ 3/4"Double Water Service Per City Of Meridian Standard Drawing No.W1 w - ---- ---- -- \\ // I n / \ Water Service Sleeve(6"PVC Schedule 80) - nc K WS2 WS2 \\ ' `\ WS2 / \\ SLV See Water Nate No.4 On Sheet C.100 ur w I E14 ]E4 �i� \\ /// \\ [113� Temporary 2"Blow-Oft Assembly Per City Of Meridian x \ m / Standard Drawing No.W13 E16 X \ __ _ -I \ W o I - / ' \ Fire Hydrant Assembly Complete Per o ' •••• - -- \\ H City of Meridian Standard Drawing No.W7 w I / X w x w I 1 -y w ' wl w P.C.C.Thrust Block(As Required Even If Not Shown) 28 LF 8°PVC o 175 LF 8"PVC \\ T �° // x"w - - IX Potable/Non-Potable Crossing. E.RINGNECK STREET / See Water Notes No.2 And 3 On Sheet C.100 N co ss ss ss ss s \\ ss ss ss ss ss ss ss ss ss ES--SS T After Testing And Approval,Remove Existing WS2 ' L te °/i /� IT] Blow-Off And Connect to Existing Water Main �AAL CXSTR h' X x X --------------- ---- - --- -I ----L---- ----- -- ------------------ ----- ----II 62 X/x To6 x l / I /X� x OHP r`--- P I WS2 x WS2-----E " WS2 I \\ // �,V 71061.2 /�� � 10 LF 8"PVC SLV ^\ I SLV _ OHP / 2613- _ C�J OF IN P K V6 T6 oHa � ,� I�/' I a 1 x Y x 10 1 GIRR GIR GIRR GIRR GIRR II r/ IGIIZR H K I / � \\I/ I . y I w LL U F- H- �� - x \ - J/I i 1 ✓ wWa o ❑-C {7q- \\p GRR It m OH ��\�- I_-� RR z = O O}O C �\ 10E 28 RR -.- _ OB N _X�X >_ Q 1 'BLOCK -1 -''d �, ®� ? -- TOB-- X z > __I _ cIRR w Q z 17 16 15 14 3 12 '� _ oB _--------2613-- Toe r�E -- - i� =. --- �\ , /r jOB TOE - � ZO z r~- °O ' ' I r o ` ,' -r6Bl // / // GIRR w p \o \ 1 cIRR OG= U > // = c�13 C� 0 1 - --� / U T 1 F� l� - x G R GIRR p 0 Z 10.50' 4.00' x I cc o oz GIRR O w L` > cIRR Z z w CL / \ or o� L31 i Ec— X o 0 0 OHP r_ _ -1 / GIRR GIRR ' Grfv� \ \ GIRR GIRR GIR IRR GIRR GIRR GIRR GIR � 65 U / LU K \ I / / 2 ec 6 \ z LU 1H H WS2 PH?v/ '/ WS2 WS2 o 3 i/////^\� ,�\ \` EG -Ec EXISTING VERADO z °O OHP OHP / / 4\ Q. so I / / 6�� \\ �> r- - - - - - Fc ec SUBDIVISION NO.1 a o LU J CD li / / I � _ _ � F w = = B2 w � � o I I\ \ \ I c _ = O 612--- 0 27 i 2$ J EG -- --- 2 x EG - \ , / w w w w w w T8 V8 V8 V8 K ---_ 34 LF 8"PVC \\ - 204 LF 8"PVC I / --I/ ,_;, \ ❑ v NE.SHARPTAIL STREET \ S SS SS SS SS Ss ss Ss d \ \\ ❑ \ \\ I ❑ ,L��� o 'o K \\ r7 - -- P \ El El WS2 WS2 I x --- ------- _ ---- \ I / X O T6 WS2 WS2 WS2 a�� \ - - \ \ i / � N 2C I V6 x K -__ ___2611-- SLV SLV E16 .oG .: :� o�� I N I x Z I --- --------------- C 4 K - ----_L-_-- _ 1 _ w 51 LF 81,PVC w o 184 LF 8"PVC w w w w w w --- x1 —s Off` X o I ❑ \ T \ \ \ x 2 y � - - - - - - _ c - -- - - - - - - _ T' � _� N E.SHARPTAIL STREET __ s ss ss x ss s ss ss ss - _-- ss - ss ss ss ss�ss ss s6 I ss Q — — —2610— xl - - - � � �❑ ❑ v- - - ii - WSi BLOCK 4 d p ' ----- --- 0 z I •' �• • •r o o X J Q w 36 35 34 33 32 Eis _ M o Q 1 --- — — _ _ — _ - K I x xl -------____ 31 --- — -- -- ------- ------- -- — -- -I----- ---- -- - --I = ---------- I � I I I�� I I -------2609-- _ -------- ----------\\-- /I ------- --------------------- \ T6 \\ — _ _ _ � = W \\ WS2 V6 I x \\\ � WS2 P O 1 30 \\ K \ \ ea SLV \ xl \ \ - --- - I \ i 7o Q I � a --- 28 \\27 29 i BLOCK 4 1 — — xI \ 26 I EXISTING VERADO — _ _ — Uj \ SUBDIVISION NO.1 — — — — 00 TOB 9 / 105 tog\\ _ - 2608_ PROJECT NO. 17-0502-VS2 TOTOE^ T-0F - %8 --TbE -- �- -0� I --26�7 \\ l° \f roE�----- ------ \ \ _----------- _ roB '/ r°e - e DWG FILE C.400 ✓ ---- TOE - \ I _\ --- -, I _ �\ \ � — — — _ TOE - _ _-_ \ A r-- J - __ __ \� \ -_X —X-- - OE_-\ 70E— — — — — __/ TOE �- \ \ � _r \ \ 7pF- b� — `1 DESIGNED BY BT \___--- �x T58- x- \ -- TeE _- _To°E--\ roE FINCH LATERAL / -- // ,, --_TOE ___------ _��I \\ DRAWN BY JTA x \\k `-k��� - -- \OE\ _ --_- '-- TOE-\ /r 1 \I -rITp- -_\--_ �� \\ \ \\\\ --TEE _--''' J oB a _ --_ `\__\�€_ CHECKED BY BT roe- --_ EXISTINGVERADO �� �=X Tom -------TOB x �oe� --- - ° r `\ `\Ta \\ ISSUE DATE 07/06/2017 X '-- --\ SUBDIVISIONN0.1 ___--'\ --' �X� � X \ \ X HORIZ.SCALE AS SHOWN r \ VERT.SCALE AS SHOWN / PIRR PIRR X i PIRR J Cm400 PIRR PRKl�— SHEET 7 OF 9 D:\Civil Innovations Projects\2017\17-0502-VS2 Verado 2\200-Construction Drawings\205-Construction\17-0502-VS2 C.400(Water Plan).dwg r---------- -- ----------- } 0 T WIDE ATTACHED SIDEWALK = SEE PLANS FOR LOCATIONS A a F 0 ---- i r- A cc ELEV._"A V(MIN.) ROLLED CURB-SEE PLANS FOR LOCATIONS WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED i Cj NATIVE BA KFILL IN 6"LIFT SIL� __ _----_-_-_ A.2 96/PROCTOR DENSITY J PLAN VIEW fi aD aD D D � 6 N.T.S.CD n o A.3 O g � NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP 11=II-111=III=I I I=1I "rill _ =III=III=III=III:II-I�I-1�1-I�I-I I 3c� AND SIDES OF SEEPAGE BED. OVERLAP OF 1'MINIMUM.oc48' L�j Do 00 III=III-III =III-III �Dn�g � �gD ° TI=IIIiTI�I 5 II Ii � � 2.5'LANDING 5' 33' 5' 2.5'LANDING 0 3 4"C SD/(� Z O p cal � R SIDEWALK SIDEWALK g �Dv � �� I- � 2' 14.5' 14.5' 2' 0 g �egg ° ME 00 .o ao�gD D OUTLET00 A.4 U, J FLO o BAFFLE WALL m p CO o ELEV B FLOW- �L _ � .� LU ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD ELEV A ' Q U) 3 r Mqk SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 g.1 M ASTM C33 FILTER SAND 1.5' a ELEV D 0 p Z 1.75% 4 O Lu p 2% 2% 1.75% A.5 INLET BAFFLE WALL m MIN.EXCAVATION ELEV C 20"ISTD Z co a_ �M 3•r tij A.6 7 W _ o 3 HIGH GROUND WATER EL. - Z r 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER 4"OF 3/4"MINUS CRUSHED GRAVEL ACHD SUPPLEMENTAL DWG.SD-709 SEEPAGE BED SECTION VIEW SECTION A-A 4"OF 3/4"MINUS CRUSHED GRAVEL N.T.S. 14"OF 6"MINUS PIT RUN EXTEND ROAD BASE MATERIALS SEEPAGE BED CONSTRUCTION NOTES: NOTES � COMPACTED STABLE SUBGRADE 6"PAST CURB AND GUTTER(TYP.) 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY 1. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC NOTE' 2. INSTALL STORM DRAIN MARKER SIGNS AT ALL FOUR(4)CORNERS OF THE SEEPAGE BED. LEGEND: 3. COORDINATE WITH ACHD INSPECTION STAFF FOR PLACEMENT OF LOCATORS DURING , MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) cj 2. NO CROSS SLOPE ALLOWED ON LANDINGS CONSTRUCTION AND PRIOR TO BACKFILLING. a H 1-FT USE GRADE RINGS (TYPICAL) 1-FT < H <= 2-FT USE 24" DIA RCP RISER 3. NO TOLERANCES WILL BE ALLOWED 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS MONITORING WELL-SEE ACHD SUPPLEMENTAL (DEL. A > EL. B BY 0.10' MIN DRAWING N0.SD 627 ON THIS SHEET EL.EL. D < EL. B BY 0.10' MIN C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 1 TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION WA TOP BACK OF CURB 5 WATERTIGHT SEAL A.1MIN. (MIN.) ------------------------ 5'TRANSITION FROM SOLID s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET NOT TO SCALE-E.Sharptail Street,N.Summer Park Avenue,and E.Ringneck Street ROLLED CURB -- ` `' ---------------------- ON SIDE of BOX WALL TO PERFORATED PIPE r.. .:n 5'(MIN.)OF 18"SOLID WALL PIPE ROADWAY BASE MATERIAL 2015 SAND AND GREASE TRAP STANDARD DRAWING A.2 D /d" IP D --- D ACHD STORMWATER GUIDELINES DESIGN BMP 01 ----------------------------- 18"PERFORATED PIPE 181,NON-PERFORATED PIPE CAP END INV.=A.3 INV.=A.3 FROM SAND AND GREASE TRAP A.3 ---------- (SEE PLANS FOR LOCATIONS) ANAL 4"OF3/4"PIPE BEDDING ��jx FINISH GRADEST��� f � 4 � �06�004 �1 A.4 D D < C C?t a� U U� -I IIIIIIII II II _ I- �71061-D/� Lall I z oc z ASTM C33 FILTER SAND III II T�=u u=11I= E � Li, � =III. �I1-IT 3 00 E - ,;:p �J OF ml o J _ IN P• o I A.5 a I m 0- MIN.EXCAVATION 5 CD I As L PLAN CONCRETE COLLAR w HIGH GROUND WATER EL. - c w N.T.S. &HIGH FENCE-SEE LANDSCAPE PLANS - SEEPAGE BED PROFILE VIEW ? CD LU � C) 0 d = C-,) d LU I I DROP INLET O w o z = I INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOUR SEE PLANS FOR LOCATIONS 0 a z VARIES 15.0' ( ) } CORNERS.SEE STORM DRAIN MARKER NOTES ON THIS SHEET 18" o >_ ¢ Y m 0 m z > 2_p m zQC:) 16' 2' 10'PATHWAY 3' LU LIP OF GUTTER LIP OF GUTTER a.� o z NMID ACCESS ROAD 1'LANDING _ 1"/° 1'LANDING 3.1 M ° ° z Il' 0 0 8 -Li U w oo � z FINCH LATERAL 3:1 W/1 TOP BACK OF ROLLED CURB S E A E R A TOP BACK OF ROLLED CURB w e SECTION CONCRETE COLLAR o~c jI I ° % > N.T.S. a = z LU CL LU 21,ASPHALTIC PAVEMENT I ° ° ° ------------------------------------- /- SAND z o z C, 8"OF 3/4"CRUSHED GRAVEL W CENTER OF PIPE CAP END 18"PERFORATED PIPE 18"NON-PERFORATED PIPE AND w 4 =o �w C) z o COMPACTED STABLE SUBGRADE a ° . INV.=A.3 INV. -A.3 GREASE ` ° ° " g --------------------- -------------- TRAP J m w w > NOTES: cc LM g 9 z SEE PLAN SHEETS FOR LOCATION OF PATHWAY W/2 4 a z TOP _ e J ~= z MONITORING WELL o SEE NOTES THIS SHEET W < o = BACK OFSIDEWALK, a` TOP BACK OF SIDEWALK a z 5' ZPATHWAY SECTION DETAIL 20' L 5'MIN. 8" NOT TO SCALE SECTION RIGHT OF WAY LINE RIGHT OF WAY LINE N.T.S. SEEPAGE BED PLAN VIEW STORM DRAIN MARKER NOTES: 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. N 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING 2015 ACHD REVISION CONSTRUCTION AND PRIOR TO BACKFILLING. DAHO STANDARDS6 FO PUBLIC WORKS G W ATER STANDARD DRAWING SEEPAGE BED TABLE CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 1 OF 2 SEEPAGE BED NO. A.1 A.2 A.3 A.4 A.5 A.6 L W W1 W2 D LEGEND (TBC AT DI) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) R, WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER O 1 2609.78 2607.44 2605.44 2601.44 2599.94 2596.0 182' 7' 4.25' 2.75' 6.0' V 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED ® CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER c) 2 2611.04 2608.70 2606.70 2602.70 2601.20 2599.0 54' 9' 4.50' 4.50' 6.0' ® TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- _ CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS Q 3 2611.85 2609.51 2607.51 2603.51 2602.01 2599.0 122' 7' 4.25' 2.75' 6.0' (DPIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE C/) O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK S 4 2610.76 2608.42 2606.42 2602.42 2600.92 2597.0 132' 7' 4.25' 2.75' 6.O' ( POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY z Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. Q 1 LU USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES �/� p SEEPAGE BED CONSTRUCTION NOTES: ca pC 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. NOTES: LL 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. STORM DRAINAGE FACILITIES 3. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION O 5. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: Q A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. B)BACFILL OVER BED TO SUBGRADE WITH 6"4"MINUS PIT RUN GRAVEL. C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED WITH MINIMUM 50%SINGLE FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. W E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE. 7. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISHED GRADE IS REQUIRED. 18"DIA.CORRUGATED HOPE OR PVC WALL DRAIN PIPE. SEEPAGE BED DESIGN NOTES: 90, 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY STRATA,INC.DATED APRIL 19,2016. 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED DURING 45° / 45° CONSTRUCTION OF THE SEEPAGE BEDS. 3. DESIGN INFILTRATION RATE IS 8 INCHES PER HOUR. 4. DRAINAGE FACILITY MARKERS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES(8200)DETAIL 1. PROJECT NO. 17-0502-VS2 5. GROUNDWATER MONITORING WELLS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES(8200)DETAIL 7. 3/8"PERFORATIONS IN VALLYS OF DWG FILE C.500 CORRUGATED PIPE.5 EA. 6. REQUIRED STORAGE VOLUME V(WQ): DESIGNED BY BT SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=3,050 C.F. 18"PIPE PERFORATION SCHEDULE SEEPAGE BED NO.2: REQUIRED STORAGE VOLUME=1,158 C.F. DRAWN BY JTA SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=2,037 C.F. CHECKED BY BT SEEPAGE BED NO.4: REQUIRED STORAGE VOLUME=2,211 C.F. ISSUE DATE 07/06/2017 SEEPAGE BED NO. 1 THRU 4 DETAIL HORIZ.SCALE AS SHOWN OT TO SCALE VERT.SCALE AS SHOWN 2015 ACHD REVISION I RHPUBLIC WORKS GROUNDWATER Cm500 STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 2 OF 2 SHEET 8 OF 9 D:\Civil Innovations Projects\2017\17-0502-VS2 Verado 2\200-Construction Drawings\205-Construction\17-0502-VS2 C.500(Detail Plan).dwg 1 STREET LIGHT PLAN E.USTICK RD. SCALE: 1" = 30'-0" HORIZONTAL 45 30 15 0 30 60 I HORIZONTAL SCALE IN FEET 0 OHP OHP U" OHPX OHP OH k OHP X x OHP ` OHP ❑ OHP ' OHP OHP OHP k STREET LIGHT NOTES v U \ 1. All Street Light Construction Shall Be Done In Accordance With The 2013 Meridian Public GIRR GIRR GIRR GIRD' NGZ GIRR GIRR IRRGIRR IRR GIRR GIRR GIRR GIR GIRR GIR GIRR GIRR EXISTING STREET LIGHT(51975) � EXISTING STREET LIGHT(51976) TOB roe�/ Works Department Improvement Standards For Street Lighting And The Meridian City r° �k� 7U- EXII, roe TOB— Street Light Supplemental Specifications To The ISPWC.F TOE TOE wTOE TOE TOE TOE OE TOE TOE TOE__ __ __ __ _ � 2. All Type II Street Light Poles Shall Be Square Steel With Bronze Polyester Coating And k Conform To The City Specifications. — -------------- ----------- ___ — ------------- — ---- -- ------ ------ — --- 3. Contractor Shall Coordinate Construction With Idaho Power Company. 4. Verify Light Pole Locations With The Owner And Meridian City Prior To Installation. o5. The Power Distribution System Shown On This Plan Is Based On The Design Prepared By W °° �F- Idaho Power Company. O cn I C? u6. There Is A 10'Street Light Easement Adjacent To All Streets Within This Subdivision. 00 o9 8 7 6 5 BLOBK 1 I � ¢ 00 7. Installation Will Require Inspections For The Concrete Base Reinforcing,Bedding,Backfill, m p o0 0x O And For The Pole And Associated Wiring. Contact City Of Meridian At(208) 887-2211EXISTING VERADO For Inspections,48 Hour Notice Required. Contractor Shall Notify The City When StreetNSUBDIVISION N0.1 > Lights Are Ready To Be Energized By Idaho Power. _ p zCD 8. For Design Information Or Questions,Contact Austin Peterson At Meridian City. Austin's co coTelephone Number Is(208)489-0352. o9. All Electrical Conduit Shall Be Schedule 40,PVC UI Approved.10. A Locating Wire Is Required In All Empty PVC Electrical Conduits.CIVIL INNOVATIONS — xNORTH - ---- ---- - JAC —U TING STREET LIGHT(51979) LIGHTING PLAN LEGEND w INSTALL TYPE II STREET LIGHT�) — — x 1 0 � � � M I � Existing Type II Street Light � w c i w i X x City Of Meridian Type II Street Light-25'Square Steel Anchor Base Pole I I I .. I .I E.RINGNEC I ST. City Of Meridian Type I Street Light-LED Fixture On 35'Pole With 12'Mast Arm _T — — — — — — — — — — — — — — — - — —_—_ ----- I II �✓� Electrical Transformer I— L 1_J — ---- ° EG r " p" o ——— — ————————————————— -- o O Electrical Service Box x x 0 0 X/ °�� I I - x ---- ----------- -------- - LANDSCAPING NOTES ��oNaL x OHP — — --/ x ST r x I OHP i 1 1. Landscape And Trees Along Streets Shall Be Completed After Construction On The Lots.OHP �1 E.�� Ec Trees May Be Moved To Accommodate Driveways,Utilities And Light Pole Locations. 4 A p t-7 YW °ry I X 2. All Trees Shall Have A 10'Min.Separation From Street Lights. _�__ P I �`0 62 GIRR GIR GIRR GIRR GIRR it GIRR — .. . GIRR �f T OF /—Z— ""�IIN PII B /i TOE Tog 28 c RR m RR °H roe X�x 1 BLOCK 1 @� o� TOETOE x GIR �i c� III 17 16 15 14 3 12 0 ; Toe T03 roe TOE R ow F I — TOB p[ U d O x � GIRR = T Fc lI /T GIRR LU z CC O IL— x GIRR O H O}O ,.; I G R z > T C x C < C) LU I GI GIRR O z T RR LL J d w EG- GIRR O D U T T OHP W 31 GIRR GIRR GIRR GIRR GIRR GIR IRR x GIRR GIRR GIRR GIR IRR ZOO z OHP IE— -- — , x FG O OHP EG • ~ OC O O O O Z ca 0HP GHP z EG�I� EXISTING VERADO � ,> a r F FG SUBDIVISION NO.1 } o� w °C °C INSTALL TYPE II STREET LIGHT( ) c z O cn v Q O Z W ui z EO -- -- `� -- - - Q z 30 27 26 O x EG EG � ZD INSTALL TYPE II STREET LIGHT(� ❑ ALL'., = oz — E.SHARPTAIL STREET — — ❑ x = �' o o ~ z x ❑ I I I ❑ x -I _ x ❑ ❑ — — Fp I EI � I I x) INSTALL TYPE II STREET LIGHT( ) ` I ❑ x EXISTING STREET LIGHT(51981) ❑ � / FA � I I ' N Q O -4 ❑�� O I \ x � ' I I I 2C 1 E.SHARPTAIL STREET] I x — I — — _T — — — — — — — — — — — I x III I ❑ — — -- —1J � II II 0 x BLOCK 4 . :° . ... ; 36 35 34 33 32 Q J x \ i xl 31 Q -- ----------- — ---------- ----------- ----- 1 z � Q x � ' 30 W W x I y � � 28 27 I 29 BLOCK 4 1 EXISTING VERADO O 26 SUBDIVISION NO.1 Q 57 TOE? LU TOE Toe Toe TOE TOE TOB roe TOB TOE I � TOE TOE T TOB TOE OE TOB x TOE TOE TOB TOB TOB TOB L— TOE TOE TOB r0E TOE TOE _ X—X— TOES TOE TOE TOE X X X TOE T TOE TOE FINCH LATERAL OE To __ x �X� TOE \ TOE E TOE rO6 \\ \� X X Toe ro°E roE \` PROJECT N0. 17 0502 VS2 DWG FILE C.600 —X TOE TOB TOg T°F X Toe TOB X X X— roe Tog ��—����Toe_ r°F roF Toe ` DESIGNED BY BT x X X X I� X roe k DRAWN BY JTA EXISTING VERADO SUBDIVISION NO.1 PIRR \\ PIRR __ EXISTING VERADO � T0e A T ��� CHECKED BY BT x PIRR _ _ _ _ — SUBDIVISION NO.1 ISSUE DATE 07/06/2017 PIRR PIRR k\ l ` HORIZ.SCALE AS SHOWN PIRR PIRR \ ` VERT.SCALE AS SHOWN - Cm600 SHEET 9 OF 9 D:\Civil Innovations Projects\201 7\1 7-0502-VS2 Verado 2\200-Construction Drawings\205-Construction\17-0502-VS2 C.600(Street Light Plan).dwg