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HomeMy WebLinkAboutConstruction Drawings INFRASTRUCTURE PLANS CITY OF MERIDIAN NOTES GENERAL CONSTRUCTION PRESSURIZED IRRIGATION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOR IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS),THE REQUIREMENTS OF DISTRICT IN WHICH IT IS BEING CONSTRUCTED. THE ADA COUNTY HIGHWAY DISTRICT(ACHD)AND/OR THE REQUIREMENTS OF THE IDAHO • TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD MERIDIAN WATER DEPARTMENT. SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE).FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD DRAINAGE BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY CITY OF RESPONSIBLE FOR INSPECTION.FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER z MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE O FACILITIES;HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE d 4. ALL CONTRACTORS,SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. U PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. U) FOODSCLASS"A"MUNICIPAL WASTEWATER RECLAMATION AND REUSE w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE BENCHMARK FOUR(24)HOUR PRIOR NOTICE. STANDARDS IN THE IDAHO RECYCLED WATER RULES(IDAPA 58.01.17),WASTEWATER RULES(IDAPA 58.01.16),RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES-GREAT LAKES-UPPER N WC OF EAST OVERLAND ROAD & SOUTH 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS(10 STATES STANDARDS),AWWA MANUAL M24- H TESTING.THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL o CHISELED X IN BACK OF SIDEWALK CONSTRUCTION NOTE NO. 1. NAVD 88 ELEV.=2649.35 WELLS AVENUE (A PART O F THE SW I /4 O F 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF LOCATED PER ALTA-AGSM LAND TITLE SURVEY THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER AND TOPOGRAPHIC SURVEY ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS MAINS SHALL BE A MINIMUM OF TEN(10)FEET IN ACCORDANCE WITH IDAPA 58.01.08,"IDAHO RULES BY IDAHO SURVEY GROUP.P.C. THE S E I /4 S ECT I O N 17, TOWNSHIP 3 NORTH, NO. 1 PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE OAR PUBLIC SS A EFFLUENT I STR BUT ON MAIN AND POTABLE E 542.07.WATER MAIN TO WHERE ICROSS,A MINIMUM OF a LEGAL DESCRIPTION RANGE I EAST, BOISE MERIDIAN) EIGHTEEN(18)INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE CLASS A v 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE o BACKFILLING TRENCHES FOR PIPE;(B)PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE; ON EACH SIDE OF THE CROSSING EQUAL TO TEN(10)FEET.CLASS A EFFLUENT DISTRIBUTION MAINS w MERIDIAN IDAHO (D)PLACING OF ASPHALT PAVING INSTALLED PARALLEL TO NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND ~ o A PARCEL OF LAND LOCATED IN THE SW 1/4 OF THE SE 1/4 SECTION 17,TOWNSHIP 3 NORTH, RANGE 1 EAST,BOISE MERIDIAN, MERIDIAN,ADA COUNTY, IDAHO, BEING f IRRIGATION)SHALL BE INSTALLED AT LEAST FIVE(5)FEET HORIZONTALLY FROM THE NON-POTABLE ni o MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE S1/4 CORNER OF SAID SECTION 17 FROM WHICH THE SE CORNER OF SAID SECTION 17 BEARS 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND THREE(3) a r- NORTH 89°46'00"EAST,2656.88 FEET;THENCE NORTH 00°24'05"EAST,45.00 FEET TO THE SE CORNER OF DESTINATION PLACE SUBDIVISION FILED IN BOOK 93 OF PLATS BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW x ;�Uj AT PAGES 11190 THROUGH 11192, RECORDS OF ADA COUNTY, IDAHO,SAID POINT BEING THE REAL POINT OF BEGINNING; SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN THE CLASS A EFFLUENT MAIN. w o � AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. Z m "' THENCE ALONG THE EAST BOUNDARY LINE OF SAID DESTINATION PLACE SUBDIVISION NORTH 00°24'05"EAST, 1,181.25 FEET TO A POINT ON THE SOUTHERLY 1.84 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE w co O N z RIGHT-OF-WAY LINE OF INTERSTATE 84;THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING 3 COURSES AND DISTANCES:THENCE NORTH 81°35'27" 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS U 0 E EAST, 158.13 FEET;THENCE SOUTH 86°18'23"EAST,471.33 FEET;THENCE 63.33 FEET ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT,SAID CURVE HAVING A AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO z ¢ z o CROSS,A MINIMUM OF EIGHTEEN(18)INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, o = L RADIUS OF 1,809.86 FEET,A CENTRAL ANGLE OF 02°00'17"AND A LONG CHORD OF 63.32 FEET WHICH BEARS SOUTH 85°10'34"EAST; o v = co11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO cCOi 1 H THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 00°24'05"WEST, 1134.59 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF E.OVERLAND ROAD; OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE WASTEWATER RULES(IDAPA 58.01.16). THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING 4 COURSES AND DISTANCES:THENCE SOUTH 89°59'52"WEST,71.96 FEET;THENCE SOUTH 00°24'05" APPROVED IN WRITING FROM THE CITY ENGINEER. WEST, 11.58 FEET;THENCE SOUTH 45°33'34"WEST 28.68 FEET;THENCE SOUTH 89°46'00"WEST,597.70 FEET TO THE REAL POINT OF BEGINNING.CONTAINING 18.74 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING Uj ACRES, MORE OR LESS. ROADWAY CAUTION:RECYCLED WATER-DO NOT DRINK,IN BOTH ENGLISH AND SPANISH. PROJECT 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED I _ O A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS TO THE POTABLE WATER SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF U) LOCATION PRIOR TO ANY CONSTRUCTION. ENVIRONMENTAL QUALITY(DEQ),THE CITY OF MERIDIAN WATER DEPARTMENT,AND LISTED IN THEMor MOST CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES w' CONSULTANTS 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, TRENCHES ABOVE THE PIPE ZONE. UNIVERSITY OF SOUTHERN CALIFORNIA(USC). W WATER 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS PROPERTY OWNER: CIVIL ENGINEER: E CINEMA DR AND/OR SERVICES.FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. WINCO FOODS, LLC KIMLEY-HORN AND ASSOCIATES, INC. w 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO O w > RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND 650 N.ARMSTRONG PLACE 2600 N CENTRAL EXPY,SUITE 400 > Q SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. BOISE, ID 83704 RICHARDSON,TX 75080 Q J ' ` CONTACT: RONALD R.SCHRIEBER II CONTACT:DAN GRANT,P.E. (ID) Z w 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS v PHONE:(208)672-2087 PHONE:(972)770-1306 (SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE Q N IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH - DEVELOPER: SURVEYOR: LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE WINCO FOODS, LLC IDAHO SURVEY GROUP,P.C. w E OVERLAND RD CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 650 N.ARMSTRONG PLACE 9955 W. EMERALD ST. w WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA BOISE, ID 83704 BOISE, ID 83704 U 58.01.16). CONTACT: RONALD R.SCHRIEBER II CONTACT:LARRY H.KOERNER N m E 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR 0 ■ PHONE: (208)672-2087 PHONE:(208)846-8570 POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A VICINITY MAP POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18) Ifrz INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH N O F;Z H SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND NOT TO SCALE SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). SHEETINDEX 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS,DRAINAGE SWALES).THE PLANS SUBMITTAL AND REVIEW LOG PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). FINAL CIVIL ENGINEERING PLANS AUGUST 9,2024 Sheet List Table 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL -NOT FOR CONSTRUCTION- EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER SERVICE MUST BE INTERRUPTED, FINAL CIVIL ENGINEERING PLANS OCTOBER 10,2024 Sheet Number Sheet Title THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS DIRECTOR. -NOT FOR CONSTRUCTION- n/ O SD10 COVER SHEET p Q -- SURVEY Q °J KIMLEY-HORN GENERAL NOTES _ az SD11 DEMOLITION PLAN w Q z SD12 PAVING PLAN & PROFILE a F� vi Q 3 0 1. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL 19. THESE PLANS, PREPARED BY KIMLEY-HORN AND ASSOCIATES, DO NOT EXTEND TO OR INCLUDE FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS LU v o S D 13 STREET SECTION CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD TO OBTAIN CLARIFICATION EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF C 3¢ BEFORE COMMENCING WITH CONSTRUCTION. HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM THAT MAY NOW OR HEREAFTER BE W c z INCORPORATED IN THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN o O S D 14 PAVING DETAILS 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS BEFORE THE APPROPRIATE SAFETY SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY x F} ba CONSTRUCTION BEGINS. THE STATE OF IDAHO. z, SD15 PAVEMENT STRIPING & SIGNAGE PLAN 3. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH 20. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE OVERHEAD AND UNDERGROUND POWER LINES. ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY cc) SD16 PROPOSED DRAINAGE AREA MAP VERIFIED BY THE OWNER THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING F 4. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. �m CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. FINDING THE ACTUAL LOCATION OF S D 17 STORM DRAINAGE CALCULATIONS THE ENGINEER AND CITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY o FEDERAL,STATE,OR LOCAL EROSION,CONSERVATION,AND SILTATION ORDINANCES. CONTRACTOR RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTORS FAILURE TO EXACTLY o SD 18 STORM DRAIN PLAN SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL 3 DRAINAGE FACILITIES AND THE ESTABLISHMENT OF GRASS OR OTHER GROWTH TO PREVENT ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE F m EROSION. OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY 7 a S D 19 STORM DRAIN PROFILES BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A N Gam\ LL x 5. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS OFFSITE AS ALLOWED BY UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE O �I LOCAL JURISDICTION. CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH Oz SD20 WATER PLAN WORK. p d ° 6. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR m �j Oz p SD21 EROSION CONTROL PLAN co SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY AND 21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH J coU v ENGINEER,AT NO ADDITIONAL COST TO THE OWNER. MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE W COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL Q a 7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES U w �z S D22 EROSION CONTROL DETAILS EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER CO th Z m z DISPOSED OF OFF SITE BY THE GRADING CONTRACTOR AT THEIR EXPENSE. SHEET OF THESE CONSTRUCTION PLANS.THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED .a ¢ S D23 STREET LIGHTING PLAN TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. n oa o x 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING REQUIRED, UNLESS $ O F OTHERWISE SPECIFIED BY THE OWNER. 22. TRAFFIC CONTROL ON ALL CITY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL U 0 O o U w OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE LL (�J S D24 LIGHTING C U TS H E ETS 9. EXISTING CONTOURS AS SHOWN ON THIS PLAN WERE TAKEN FROM A FIELD TOPOGRAPHIC SURVEY AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS Lu C) O� 3 m PREPARED BY IDAHO SURVEY GROUP,DATED 04-19-2024. AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT,THE MOST STRINGENT } w z 0 SHALL GOVERN. m m z o Oi z F 10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE m p a ¢N CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL 23. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES Z Z LU W O w z O MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO (PER A.D.A.) EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL HANDICAP RAMP SLOPES LD 3 m F PLACEMENT. EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 Q U) W Q d O a PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. 0Z LU 2 d' a z x z 11. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY CONTRACTOR SHALL CONTACT ARCHITECT AND ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE U D_ ADJUSTMENTS AND/OR RELOCATIONS. SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. o w COMPLIANCE ISSUES. Ic w 3 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, COORDINATING THE HORIZONTAL AND z o� VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING AND/OR CROSSING OTHER 24. SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE, UNLESS N Q z o UTILITIES. NOTED OTHERWISE. WHERE APPLICABLE, ADD 0.50' TO SPOT GRADES SHOWN FOR TOP OF CURB c O v ELEVATIONS. L. ai w 3 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES O F �! ❑z OF CONSTRUCTION. 25. CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUM PRIOR TO COMMENCING CONSTRUCTION a z O d T M ¢ OR STAKING OF IMPROVEMENTS. z z0 + c7 0 Y z i o 14. TOP RIM ELEVATIONS OF ALL SANITARY SEWER MANHOLES SHALL BE SET TO TOP OF PAVEMENT OR O /� u ro o 3 ❑ FINISHED GRADE. W a ^ z al1l ti(V Z 15. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED DURING CONSTRUCTION SHALL BE z M =o REINSTALLED AS THEY WERE PRIOR TO CONSTRUCTION BY THE CONTRACTOR. OU w O v 16. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES w � Cai N O?o w TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO COST p z p Ui N TO THE OWNER. z x w a �w0C o0 x o 17. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL w >C Ca x F MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE z o CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF SHEET w Q �z METHODS PROPOSED. fa � > xa w�� z� o� 18. CONTRACTOR TO ADJUST ALL GATE VALVES TO MATCH PROPOSED PAVING GRADES. SD10 C7 W CD F- 0 w � >COQa F� dv CD N o Q Interstate 84 Exit 2645 PLS N$►�35 -x- -- - 0 35 140 S86 � - -- _EAR------ 18'23"E - , _ ,+ 70 210 _ - -- 471.33 -x - 2650 Sewer Manhole 8793 _ Obi $•�3 EDR EDR EDR --- -__ EDP 265p - -_ - 5 '-- cAR ---- ---''f- EDR -- cn x Rim=2647.62' -T-� -� -_�____--�- l --------------- -\-__ EDR __ S „ , Cl PLS 13550 z ~ 18" Inv=2626.53'-- t --------- R -- Ca e: = 70 12" Blackout East \ram ------ ----- ---- _ + O �- 36"ADS Inv=2639.91 I _ Irrigation Manho le J > Top=2653.86' 18"PVC(W)Inv=2649.39' ID l 18"PVC S Inv 2650 75' Irrigation Manhole - ----- - m 18"PVC(E)ln 264�' Rim=2646.88' ' ° o o ti., .. 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No. 96061665 � � ��,�� I ���`�� Lot Line $�J` Deciduous Tree � I O Original Lot Line Gas Marker . ................... . • Tie Line �; rn -�- Power Pole -x x Fence 00 _ I �l i, LOI Irri ation Manhole VE7 Power Vault I 9 I co EDR Edge of Dirt Road y Rim=2647.21' w 36 Sanitary Sewer Line "ADS N Inv=2640.64' r `L Block 3 I © Power Junction Box ss o ( ) 36 ADS(S)Inv 2640.64 „ I LO �T Telephone Junction Box o O _SD Storm Drain Line w / I O (N �S Traffic Signal Box IR Irrigation Line ' - I 11.61 Acres I O Street Light Block 3 \ - - - - -�- - = - I I N _...-...-...-...-..._ Bottom of Ditch � �' � Traffic Signal Arm / O12 'n 1 q 1 Toa Top of Bank 1 ca \ gl Sewer Manhole �- Traffic Sin c Gas Line Rim=2646.92' o o Sand and Grease Trap PLS 7314 L11 i 1 18" Inv=2626.84' p C6 i 8"(E)Inv=2627.49' Winco Wells Subdivision oP Overhead Power Line 20 City of Meridian i I No. 2 oJ" I Storm Drain Manhole TEL Telephone Line / Sewer Easement --I o I Inst. No. 96061665 N I i ` i (Future) N ® Catch Basin N I a Domestic Water Line N I E. Cinema Dr._ L10 12 N I - •w I C5 Wi Water Valve ' .� ?s .�;:� Area of Concrete Pressure Irrigation Valve , s 9 ' ,n Illegible in 1 I i o a \� N. I o ° Irrigation Manhole N I o I •° v Building 1 o Ii" I v•��w / oo ' i I O z I N o =m N I o ❑t Irrigation Box I " w N i ,z-' 1 O SanitarySewer Manhole ACHD Storm Drain �1111Z Easement Area No Cap L12 U C7 = ( Utility Box 42 / N i I O \ `n -O I Detail "A„ 1 ^� Monitor Well \ I Block 2 i -.-- Z c rn Oco Clean Out \C6 I ® Water Manhole Detail "A" _� E. Cinema Dr. I ___ \ ` o ry Q 1 0 Fire Hydrant -to IR \\ \ j T O - - •..,� Scale 1" = 30' i a --' •\ -- -' ^� LIrrigation Manhole � I it__ IO Curve Table Line Table Rim=2646.24 C3 36"ADS(N)Inv=2640.79 S89'59'02"W 352.44'- �!` I Curve Length Radius Delta Chord Bearing Chord Length Line Bearing Length 36"ADS(S)Inv--2640.79 _\ < 12"ADS(W)Inv=2640.80' �I 9 C2 cw N90 ff 2710' ' ' ' "C1 63.34 1809.86 2'0018 S85'10'34"E 63.33' L1 N00'24'05"E 45,00' _ _ -` _ '00'00"E 352.07' - _ - O -. O ss \ C2 109.96' 180.00' 35'00'00" S72'30'00"E 108.25' L2 N89'35'55"W 59.69' W Co ; \ ; E. Cinema Dr. J Y (Future) 27.11 % ! C3 93.46' 153.00' 35'00'00" N72'30'00"W 92.02' L3 S3818'01"W 45.79' ti o I C4 O '"'' I -S89S8S8E 351.70 Sewer Manhole C4 126.45' 207.00' 35'00'00" S72'30'00"E 124.49' L4 S00'46'54"W 54.21' ° o o \ ` I Rim-2650.60' C5 108.47' 180.00 34*31'39" S72'15'50"E 106.84' L5 S44'46'59"E 22.86' cn ° 9.27' ACHD Storm Manhole q Inv=2631.85 W ti Rim=2646.27' m Drain Easement ; 1.iZ I Unable to verify pipe C6 124.74' 207.00' 34'31'39" N72'15'S0"W 122.86' L6 S45'33'34"W 28.68' Inst. No. 2022-063240 I size (appx. 8") I 18" Inv=2627.21' a 35.98' 35.98'•: I C7 92.20' 153.00' 34*31'39" S72'15'50"E 90.81' L7 S55'00'00"E 42.26' 8"(E)Inv=2627.97' ° o z. I i L8 I 0 ° ------ - I N55'00'00"W 42.26' o I r I o J 1 L9 S55'00'00"E 42.26' _I 0, I FL LAN 10' City of Meridian y Q ��ON s L1 o S89'31'39"E 9.66' 01 Landscape BufferEN$FO GAG L11 N89'31'39 W 9.70' w q _ ,> U ;� i Block 2 i I i� I �' N Cr ;a L12 S89'31'39"E 9.63' 8251 I O I 0 f� I 5.62 Acres � � N �NC OFIrrigation Box LO 103.32 Cross-Access Easement OTop=2647.64 H �(• �Wi � Inst. No. 2021-105861 t-- 36'ADS(N)Inv=2642.34 r i �' N 36"RCP(W)Inv=2642.64' ° a E I O I 30"RCP(E)Inv=2642.34' I o w° r" °n' co Idaho Power Easement O ' a d -I N 3 I 18'RCP(S)Inv=2642.89' I v E w Ln Inst. No. 7934760 °` I a 3p f o o y 1 12"PVC Inv=2644.59' �° 0 N' o L -o = a I o a o a- 0 z 9.27' ACHD Storm 35.98' 35.98':: 6 Irrigation Box �_ a a Irrigation Box Sewer Manhole Drain Easement 1S (n o .� U To 2646.70' a c U a ,n O Rim=2650.02' q o i 30"RCP WInv=2642.40' ° Top=2647.15' Irrigation Manhole Inst. No. 2022-063240 1 ( ) E z I Inv=2630.10' a_ o 30"RCP(W)Inv=2642.10' Rim=2650.33' i I N0. REVISIONS BY DATE Irrigation Manhole N� 30"RCP(E)Inv=2642.00' o 30"RCP(S)Inv=2642.10' 30"RCP(N)Inv=2642.13' I I ti N Unable to verify pipe Rim=2647.69' 12"PVC(N)Inv=2644.50' 00 C) c C-4 = i 11.57 i ' , " size (appx. 8") Notes: 36"RCP(E)Inv=2643.04' _+ �� _ -�-- -__�30 RCP(S) -- ---- �-�- -_ �- ` °% I 9955 W. EMERALD ST. Inv 2641 23 36"RCP(S)Inv=2643.04' - --�R I = _ - - _-- I - -- --_ - -- - u _ _ I DAHO 1. The underground utilities shown have been located from field survey information and --- r ---- -- -� uY I L' S: 0 TEST �x� Te - TEL T _ ��' �- a BOISE, IDAHO 83704 existing drawings. The surveyor makes no guarantee that the underground utilities _. ,..,. TEL ,;... , ;, - ;..:.,...,s.. U.,.. . .,. ..,-.. .....>. : . „o..:. •.,. . OO ::>.: ^:.: PLS shown comprise all such utilities in the area, either in service or abandoned. The '� PLS _� ' � - " � 'S89'46 00 W 597.70 � �' � � `�'" N PH. 208 $46-8570 SURVEY ( 13550 FAX (208) 884-5399 surveyor further does not warrant that the underground utilities shown are in the .7314_�- �_2650 - - Co exact location indicated, although he does certify that they are located as accurately Irrigation Manhole - --- J' I I W. Overland Rd. GROUP LLC VWVIN.IDAHOSURVEY.COM as possible from information available. The surveyor has not physically located the the Rim=2649.21'-'" �S.17 O -- - - - 5.17 S.16 - - - - - - - - - - - - - - - - - �� - - - - - - - - underground utilities. 18'(N)Inv=2643.23'-J sD SD SD 0 sD___ " sD SD SD_ - - _ 1/4 S.20, ss _ �s- S.20 S.21 18"(S)Inv=2640.24 2. Right-of-way, Lots and Blocks lines are proposed within the shown boundary of a 2650 ss future subdivision. o - - ss ss ss O Winco 2500 Cinema Dr. .,, � c TT' c E . 3. Vertical Datum. North AmericanVertical ""ert cal Datum of 1988, Contour Interval 1 1 . O :.�.:; ;...,.. .,; ,.. SV VAS VLT :..�. N89'46'00"E 2656.84' y ::. . 4. Gross Land Area = ±18.00 Acres Sewer Manhole Q .....Sewer Manhole Topographic Rim=2648.90' Benchmark Basis of Bearings Rim=2651.22' I Sewer Manhole .. s,. O o r a i CSurvey 18" Inv=2627.75' Chiseled X" Rim=2650.03' 18" Inv=2628.82' Elev(NAVD88)=2649.35' Sewer Manhole 10"(N)Inv=2629.52' 18" Inv=2628.28' `•:;::.: Situated in the SW1 /4 of the SE1 /4 of Section 17 Rim=2650.76' � 18" Inv=2628.64' .<tr:: T.3N., RA E., B.M., City of Meridian, Ado County, Idaho. These drawings, or any portion thereof, shall not be used on any project or extensions of this project except by Drawn: EJM Checked: LHK Job No. Sheet No. agreement in writing with Idaho Survey Group, LLC 192024 Date: 419 2024 24-086 1 O f 1 P:\Winco 2500 E. Cinema Dr. 24-086\dwg\24-086 TOPO.dwg 4/19/2024 11:25:04 AM Date: 4/ / / / DETAIL A DETAIL B GRAPHIC SCALE IN FEET 0 5 10 20 NORTH 1"= 10'@ 24"x36" I - P< N I 103.3'CROSS-ACCESS EASEMENT _ INST.NO.2021-105861 WINCO WELLS SUBDIVISION j z NO. 2 I WINCO WELLS SUBDIVISION o I WINCO WELLS SUBDIVISION F (FUTURE) I (FUTOURE) NO. 1 LEGEND BLOCK 3 BLOCK 1 W BLOCK 3 258p EXISTING CONTOURS o END SAWCUT SAWCUT AND PAVEMENT REMOVAL - - � cn I I o CONCRETE SIDEWALK REMOVAL ° SAWCUT AND REMOVE a ±65 LF OF CURB&GUTTER °° e EX.PAVEMENT ° a ° I d a° EXISTING CONCRETE PAVEMENT EX. FENCE I TO BE REMOVED DESTINATION PLACE SUBDIVISION I f To REMAIN EX. BARRIER FREE RAMP a °° a I o 00 BLOCK 3 I I TO BE REMOVED / ° a ° ° EXISTING ASPHALT PAVEMENT U) o EX.SIDEWALK TO BE / ° a `n M REMOVED ;� o d 4 ° J �w � d° SAWCUT&REMOVE a a I — — EX.BARRIER FREE RAMP d a z z - TO BE REMOVED ° °° ° w EXISTING WATER LINE 7 W o d ° 4° 7FD Co N ° SS EXISTING SANITARY SEWER LINE o = Z _ EX.WATER LINE TO BE d 4 PROTECTED IN PLACE � ° I SD- EXISTING STORM DRAIN LINE ° ° IR EXISTING IRRIGATION LINE EX.SIDEWALK of °d° G EXISTING GAS LINE _ — TO REMAIN — — — — — — — — — — — — BEGIN FENCE REMOVAL °°° d° °° / FO EXISTING FIBER OPTIC LINE O a op- EXISTING OVERHEAD POWER LINE O EX.WATER LINE TO BE I EXISTING LIGHT POLE BEGIN SAWCUT REMOVE EX.8" PROTECTED IN PLACE BLOWOFF ASSEMBLY I I EXISTING POWER POLE J -- I w�-- O N I I_ I I EX.CLEANOUT NOTES TO BE REMOVED I EX.SANITARY SEWER LINE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND w SAWCUT AND REMOVE I EX.WATER LINE TO BE EX. PAVEMENT AND PLUGGED TO BE PROTECTED IN PLACE REMOVAL OFF SITE,COORDINATING AND DISCONNECTING ALL / PROTECTED IN PLACE 20'CITY OF MERIDIAN I UTILITY SERVICES, METERS, ETC.,SIDEWALKS,AND PAVEMENT. Q — / SEWER EASEMENT —SS SS SS SS / INST. NO.96061665 SAWCUT AND REMOVE 2. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE EX.PAVEMENT PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM EX.SANITARY SEWER MANHOLE OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE E CINEMA DR I E CINEMA DR TO REMAIN IN PLACE BUILDING CONSTRUCTION SHOWN ON THE REMAINING — / EX. IRRIGATION METER TO BE I CONTRACT DOCUMENTS.THE CONTRACTOR SHALL REMOVED AND RELOCATED COORDINATE THE ENTIRE DEMOLITION SCOPE WITH THE ARCHITECT OF RECORD. msle X *—)R X X X X X X�x_X X X 3. PROTECT ALL EX.CONSTRUCTION SHOWN TO REMAIN FROM EX. IRRIGATION LINE TO ±42 LF OF EX. IRRIGATION LINE TO N DAMAGE DURING CONSTRUCTION ACTIVITIES, FOR THE BE PROTECTED IN PLACE BE REMOVED AND RELOCATED N I I EXTENT OF THE DEMOLITION AND NEW CONSTRUCTION. I� I cn cn 4. CONTRACTOR SALVAGE ITEMS SHALL BE DISPOSED OF I/ EX.SANITARY SEWER LINE PROPERLY OFF SITE AND IN AN EXPEDITIOUS MANNER. / I TO BE PROTECTED IN PLACE 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, ° USING THE CONTRACTOR'S BEST SKILL AND ATTENTION.THE / END SAWCUT I CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS, a ° TECHNIQUES,SEQUENCES(UNLESS A SEQUENCE IS SPECIFIED n% O BY THE OWNER OR ON THE CONTRACT DOCUMENTS)AND LL = 4 PROCEDURES,AND FOR COORDINATING ALL PORTIONS OF THE Q Q ° ° ° ° a a ° 4 WORK. 0 o END FENCE REMOVAL 18 a ° 6. CONTRACTOR SHALL ADJUST ALL UTILITIES, EX.AND � . _ _ _ _ _ _ z z — — — N I a ° ° SAWCUT AND REMOVE a a a a PROPOSED,TO MATCH FINISHED GRADE. O W Q 00 a F N ° EX.PAVEMENT z o SIGN ° 0 EX.SIDEWALK EX. a° O tTO REMAIN TO REMAIN IN PLACEui z° I ° LLI 3z EX.BARRIER FREE RAMP 0 0 �- TO BE REMOVED ° F II � x Z m ±60 LF OF CURB&GUTTER s 4 ° A AA TO BE REMOVED YSIDEWALK �° d z EX. zo � F I TO BE REMOVED o EX. FENCE TO REMAIN EX.BARRIER FREE RAMP i- TO BE REMOVED °a EX.CATCH BASIN TO BE REMOVED 4 (n I ° AND REPLACED AT EX. FL. o ° C o I N I I o I CONTRACTOR TO FIELD VERIFY EX. o F FL AND PROPOSED RIM ELEVATION o a m N ° o z °i a a ° c:) O O o z EX.STORM MANHOLE 1 ° BEGIN SAWCUT 0 = p o I TO REMAIN IN PLACE a� ° ° I � � ow I i p ? EX. UTILITY BOX a 6 z o I I TO REMAIN IN PLACE Q a a a I Q ° ° Q w o I EX. LIGHT" POLE z TO REMAIN IN PLACE Z z WINCO WELLS SUBDIVISION I 1 11 ;8 a a o NO. 2 9.27'ACHD STORM EX.SIGN ° ° p ° TO REMAIN IN PLACEw ° (FUTURE) DRAIN EASEMENT 0) U Z I BLOCK 2 INST. N0.2022-063240 a s N Q m a I w ILL N Fm Y N Cn ° � w z o I I I EX.SIDEWALK J I m m Z a of ¢F DESTINATION PLACE 10'CITY OF MERIDIAN TO REMAIN ° w ° a a m CD p w a N SUBDIVISION NO. 3 LANDSCAPE BUFFER I 9� a I z z Y U W w z o BLOCK 2 O U o 3 F WINCO WELLS SUBDIVISION ° a U) a Q w O o o wa I I I II a � w = � a a oz NO. 2 f o o U 0- �iw F (FUTURE) a , ° 41 V. 3 I BLOCK 2 a Q o z a ° �. x�3 moo° w U�' ^ ¢ ca NIw� o? z > Q W 2 014 O U d O U CPm z CAUTION:NOTICE TO CONTRACTOR � w w w con wQ�N �a O o o , THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ax--�a ore UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION O ¢ o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD1 1 W v n o � w��z K110wwhat'S below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 3 _ Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ?C a L F cC STRUCTURE TABLE STATION ALIGNMENT LOCATION OFFSET FT 0 GRAPHIC SCALEIN FEETLn -ALL 60 DESTINATION PLACE I `o 10+00.00 CINEMA DRIVE RT 19.50 NORTH SUBDIVISION WINCO WELLS SUBDIVISION BLOCK 3 I 10+00.50 CINEMA DRIVE LT -19.53 1"=30'@ 24"x36" NO. 2 DETAIL A (FUTURE) 10+90.00 CINEMA DRIVE LT -22.50 SEE SHEET SD14 I BLOCK 3 10+90.00 CINEMA DRIVE RT 22.50 I / 11+75.98 CINEMA DRIVE RT 22.50 z0 II 11+75.98 CINEMA DRIVE LT -22.50 CONSTRUCT 5"THICK CONCRETE SIDEWALK 0 - PER ISPWC DETAIL SD-709,WIDTH PER PLAN 12+78.10 CINEMA DRIVE RT 22.50 I I F � _ - - U) - Y - - - 12+78.10 CINEMA DRIVE LT -22. 0 cn O U z C 5 J O z 015 CINEMA DRIVE 03 13+65.57 CINEMA DRIVE RT 22.50 w m O 2 46 9+50 10+00 6 11+00. 5 13+65.57 CINEMA DRIVE LT -22.50 I Z E CINEMA DRIVE DETAIL B I I o 16+68.59 CINEMA DRIVE RT 22.50 SEE SHEET SD14 /1 02 R180' V 16+69.55 CINEMA DRIVE LT -22.50 I I\ W 8 , - - - 2645 �64 ° Xoo \ A-27°50'33" I �ssi 1 \\_ 265 \ R 180.00 PROPOSED ROW I 1 N a L=87.4T . 8 I o CB=S76 04 43 E PROPOSED ASPHALT PAVEMENT / CD C=86.61' JPER DETAILS ON SHEET SD13 / ':': ., w O _ - - o� - - - - \ I a \ \ acD r - �� v N W X � � W 2648 o a 8 -14+00- -15+00 16+00 26 17+0(17+09 S S I ' W CO E \ ry \ R180 O � N90°00'00"E 343.03' -��� I �+ z Q o LL L I z o DESTINATION PLACE I I a� �� w O N SUBDIVISION NO. 3 I �6\ \ 1 CINEMA DRIVE _ - - - - _ SD I Q BLOCK 2 10 = _ - - 12 \ J o a a / I � I WINCO WELLS SUBDIVISION N j 2 06 NO. 6"VERTICAL CURB AND (FUTURE) GUTTER \ \ i BLOCK 2 \ ° Q E CINEMA DRIVE (D 2665 2665 z PVI STA:10+40.00 PVI STA:15+50.00 PVI ELEV:2646.21 PVI ELEV:2648.51 AD:1.03% AD:0.48% < K:30.00 K:35.00 30.78'VC 16.71'VC - �� O (O (p O M W (O h LO O) W (fl O Lo O N V of W 0) 2660 NsNe o `° L `° `° N 2660 J N N N N �_ W W _W W W W--W W d U U U U U U U U d mm WW mm WW � 0 2655 2655 0 Q - OLu z m� W Q ¢z a- a� 3o U w ¢ W �a 2650 - 2650 00 F z 0.93% / PROPOSED GRADE / ¢Cc) GRADE @ CL - - - - - o 0,45% - - - - - - - O o a a� 1.48/o -- w 3 _ _2645 EXISTING 2645 � GRADE @ CL O >Z O ro �- CD w U oz C) _ O a ,, °m� (n >C > ❑F Q z¢ co 55 v zo Q a w ° (n z 12"RCP FL:2642.15 2640 2640 0 w p � >- U Z. W LL N z� zY 0 O� o CO w q zo m Z w uJ U O w zo Z Z Y W O z xa LLJ � L U 2635 d 2635 a � w ' � 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 o x O 1z: o L SCALE _ o 0 z �a� HORIZONTAL: 1 " = 40' z o = 0 w;o F.z �3 VERTICAL : 1 " = 4' W O N Q _� p U o m z CAUTION:NOTICE TO CONTRACTOR z i z a u? x x w o. WOUo [�cla w O N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ore �c x UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w W ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Ln O ¢ d o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD12 W n z n o �w o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING C 3 _ Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5C a L F ce NOTES o 1. ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. a U 2. ALL CONNECTIONS TO EXISTING PAVEMENT SHALL BE PER w ISPWC AND ADA COUNTY HIGHWAY DISTRICT DETAIL SD-303. 3. EXISTING ASPHALT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL AND/OR PERPENDICULAR TO THE CENTERLINE OF THE STREET AND SEALED WITH AN ASPHALT TACK COAT F BEFORE PAVING. o 4. PROPOSED CORRIDOR IS COMPLIES WITH THE COMMERCIAL STREET DESIGN STANDARDS PER ADA COUNTY HIGHWAY DISTRICT SECTION 7200. a xt 0 v w � o = o PROPOSED PROPOSED a- " LO d coCJ ROW ROW w J w N H co Z � zLO o � Z z U [If Z o p = Z o O � L C6 N d' H a U L- 60' RIGHT-OF-WAY w O CONCRETE CURB & CONCRETE CURB & U) GUTTER I GUTTER WT= ±30.0' ±30.0' w L 2.5' 2.5' 2.0'_ 5.0' 6.0' 11 ' 11 11 ' 6.0' 5.0' 2.0' U) LANE TURN LANE GROUND COVER LANE GROUND COVER (SEED) AND GRADING Q (SEED) AND GRADING BIKE LANE 2% 2% 2% _2% BIKE LANE SLOPE VARIES 1 .01 SLOPE VARIES TYPICAL LIGHTING o TYPICAL LIGHTING CONDUIT (2" SCH 40 PVC) CONDUIT (2" SCH 40 PVC) 5' WIDE, 4" THICK CONCRETE SIDEWALK I I 5' WIDE, 4" THICK CONCRETE SIDEWALK � Q 2.5' WIDE CONCRETE CURB AND GUTTER EAST CINEMA DRIVE 2.5' WIDE CONCRETE CURB AND GUTTER Q <z COMMERCIAL STREET O w Q a 4" THICK ASPHALT CONCRETE PAVEMENT TYPICAL SECTION - +GOB ROW 4" THICK ASPHALT CONCRETE PAVEMENT �� z 0 3c Fs s U w z¢ 6" CRUSHED AGGREGATE BASE —LOOKING EAST- 6" CRUSHED AGGREGATE BASE u j 2 3z C4 r� (3/4 INCH - TYPE 1 ) (3/4 INCH - TYPE 1 ) DESIGN SPEED = 30 M . P. H . <°zc15" SUBBASE POSTED SPEED = 25 M . P. H . 15" SUBBASE (3 OR 6 INCH MINUS UNCRUSHED AGGREGATE) (3 OR 6 INCH MINUS UNCRUSHED AGGREGATE) N.T.S. a FS- w �'3 0 Q F� o Z cc ro Z, c� C'V 5 3 ° ;� 0 V. v oz o = a w W z¢ 6 zo _j Q Q a w uz W Q u4 c w z w O) a U Z. U N z �Y W 0") x O zz p m Z z 2 p w ¢¢ m w uJ U CO ¢� Z Z W O 3 � Q wLLJ O z xa 0 C) U d rx w w z x O w3 y z a N O O C7 ,U wiz C N c w U F R ° 0�0 F"w ci U CAUTION: NOTICE TO CONTRACTOR °z p i z w Tv xc[ w a "�u ua c THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING C4�-^�a c� >C O x UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET m w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD13 w �F7V o C7 w U F o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 3 _ Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRAPHIC SCALE IN FEET -ALL 0 5 10 20 NORTH GRADING DETAIL A GRADING DETAIL B 1"= 10'@ 24"x36" 11711 NOTES z 0 1. ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. d 2. ALL CONNECTIONS TO EXISTING PAVEMENT SHALL BE PER W ISPWC AND ADA COUNTY HIGHWAY DISTRICT DETAIL SD-303. 3. EXISTING ASPHALT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL AND/OR PERPENDICULAR TO THE CENTERLINE OF THE STREET AND SEALED WITH AN ASPHALT TACK COAT W BEFORE PAVING. o 4. PROPOSED CORRIDOR IS COMPLIES WITH THE COMMERCIAL WINCO WELLS SUBDIVISION STREET DESIGN STANDARDS PER ADA COUNTY HIGHWAY NO. 2 2651.64 TC 2651.14 ME DISTRICT SECTION 7200. a (FUTURE) 2.0' 5. MATCH EXISTING SPOT ELEVATIONS FOR REFERENCE ONLY. BLOCK 3 \�ss� CONTRACTOR TO FIELD VERIFY. CD � o 2g 2650.66 ME DESTINATION PLACE SUBDIVISION C S1s2650.65 X � s BLOCK 3 i ( 2650.59 i 2650.61 ME LEGEND qa �w cco, EX.SIDEWALK 2650.93 ME 5.38% 265055 ME _25g0-' EXISTING CONTOURS U o N / CD = Z o - - - / 2650.87 ME 2650.53 r_2650'51 ME '26pp� PROPOSED CONTOURS N7FD Co 2650.49 J �2650.48 ME PROPOSED CONCRETE CURB AND GUTTER ±5 LF LONGITUDINAL BUTT JOINT; 20 MATCH ELEVATION OF EX.SIDEWALK 2650.63 ME 2650.66 ME / O a 2650.22/ PROPOSED ASPHALT PAVEMENT =or � Q O 2650.30 ME 2650.16 ME' 2650. � , V ±5 LF LONGITUDINAL BUTT JOIt 2650.04 MATCH ELEVATION OF EX.SIDEW a a o 2650.38 /�2650.15 ME �2600.00 ME MATCH EXISTING ELEVATION 2645.5 2649.66 / 2650.12 ME \ - a J 2645.5 >Ova a 2649.24 �2650.05 ME �2600.00 PROPOSED ELEVATION 2645.4a o 2649.63 M� �2649.98 ME 2646 SAWCUT LINE(TYP.) � � W 2645.20 ME 2645.27 s^w 2 0 PROVIDE SMOOTH,CLEAN j EDGE AND MATCH. EX 49.43 I 2649.65 ME 2645.34 ME �2645.43 I SAWCUT LINE(TYP.) 7 PROVIDE SMOOTH,CLEAN I I EDGE AND MATCH. EX w (2.0' > 649.61 E CINEMA DRIVE 2649.65ME Q 2645.56 ME 2645.62 rn 2.0'- V J J \�R 2649.43 J I -2649.53 ME 2645.42 ME-1 2645.46 649.24 \ I �2649.57 ME CQ 0 2645.22 ME 2645.27 O G z z \ �2649.57 ME W Q az - -2645- 2649.66 a F a s �2649.59 ME 2645.49 ME o a o Imo\ O 2645.57 ME a 2646 a as o �2649.66 ME U w 4 v o a a a 2649.39 49.66 CC uj 2649.63 ME 2649.57 G 3¢ _ _ _ _ _ _2645.72 ME - - - - - � z - � \ z ±5 LF LONGITUDINAL BUTT JOINT; 2 o � MATCH ELEVATION OF EX.SIDEWALK ±5 LF LONGITUDINAL BUTT JOINT; ss� 0') 2$(39.86 MATCH ELEVATION OF EX.SIDEWALK O 1i EX.SIDEWALK 2650.12 ME 4 58% 1� 2649.83 ME \2650.14 ME ` 2650.19 ME 2649.85 ME 2649.83 w 3 2649.97 2649.92 ME a CV 0 0 EX.CATCH BASIN TO BE REMOVED O >z a = AND REPLACED AT EX. FL. 3 I CONTRACTOR TO FIELD VERIFY EX. FL O W w oz AND PROPOSED RIM ELEVATION -- I q o� co °a DESTINATION PLACE WINCO WELLS SUBDIVISION U) L c� z o SUBDIVISION NO. 3 NO 2 I J Q =a BLOCK 2 (FUTURE) �2650.49 ME 2.0' U) w I z BLOCK 2 I, 2650.10 ME a 2650.38 ME w z0>� I0 0 O LLI LL N 0 0) �? m EX.SIDEWALK •• 'r- x O zo m z W �n vQ N I 84 m LU LLI U CQ z z z Y W O o CD W 2 >C U o� I 0 U d w a O w3 N rn' Q° a� I I ` zo = o V M U ? q O w,oz aN3 mo w °a ^ z wok 6� o Q � w o u m z CAUTION:NOTICE TO CONTRACTOR z i a u? x = w a WOUo [�cla w O N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ore UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w W ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Ln O a o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD14 W n z n o °w ° o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING C 3 _ Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5C a L F ce GRAPHIC SCALE IN FEET —ALL 0 15 30 60 NORTH ........... 1 30'@ 24"x36" z 0 U) W x W C) CD 13, Z I ui 0 C-)co > 0 n< 00 06 —1 �w � cco, cv) 0 cl- Lu W Z 0 C) C) E 0 0 -iCO 7 0 CD . , CZ CD 0 'cu z C'4 Of 0 z W LU z (D Z STA:10+90.00 0 Z < FF:5.50'LT cf) > Lu z '0 R203' 00 D 0 R1 97' p U) 0 W STA:11+75.98 9+50 WINCO WELLS SUBDIVISION NO. 2 Lu U) 10+00 11+00 R 86' OFF:5.50'LT W (FUTURE) I > 0 BLOCK 3 6 C)z - R175' R164' — — -------- -00 R158' TWO WAY LEFT TURN LANE STRIPING NO PASSING ZONE-TWO DIRECTION STRIPING S—A:10 .00 STA:1 1+75.98 REFERENCE ACHD DETAIL TS-1 112.02' REFERENCE ACHD DETAIL TS-1 11 2.02� FF:,r 5 'RT STA:12+78.10 OFF:5.50'RT \ \ OFF:5.50'LT STA:13+65.57 STRIPING DETAIL#9 STRIPING DETAIL#7 OFF:5.50'LT R1 58'— R164' Lu C) cf) < 1,3,UO R175" bA 8.0' 04 I Z Z 0 L) Y —14+00— 15+00 _Jfi+no I 17+0117+09 0 i — - i Q F- Lno E CINEMA DR Av— < > -i 100t, Z Li 00 S :12+78.10 R1 86" ZD 2'STOP BAR, 0 00 I OFF:5.50'RT U) REFERENCE ACHD DETAIL TS-1 112, o W CO _R197' STRIPING DETAIL#19 z z I R203' uj < BIKE LANE AT INTERSECTION STRIPE DETAILS, —b REFERENCE ACHD DETAIL TS-1112.03A, z STRIPING DETAIL#12 RIGHT LANE 30 I I I O U LLu u STA:13+65.57 DIRECTIONAL ARROW PAVEMENT MARKINGS MUST STOPI 2i E z OFF:5.50'RT REFERENCE ACHD DETAIL TS 1113 TURN RIGHT uj 00 R3-7R R1-1 E.CINEMA DRIVE E.CINEMA DRIVE STA: 16+00 STA: 16+50 z c') OFF:30'RT OFF:30'RT > < WINCO WELLS SUBDIVISION NO. 2 III (FUTURE) BLOCK 2 I I N c:) z E c:) 0,'z C) cf) I'll, IZE co < U) oo . . 'z -z 0 0) LLI ILL N cr 0 0) 0 CO o -z zLD 00 z W LLJ 00 Z W 0 z LD U) 0 ma 0' W C= 2aq z ' z 4. 7 'T� > Mac0 Z "z 1z 5 z 1cn Try z) z 0 u IT X 7E 0 10a�uQiO> W CAUTION:NOTICE TO CONTRACTOR z conO ca, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ore UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES > z AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET = �w ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION q > CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE W Z �n �4 o 0 Wc 0 �- Know whairs below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING SD15 Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. I GRAPHIC SCALE IN FEET — —�663--- — — — — — — — — — — — — — — — — 0 30 60 120 _ — — — — — — — — — — — 2650 — _ — ___ - - - - - - - - - - - - - - - - - - - - - - - - NORTH x2647.66— _ — — ��— X X _ 1"=60'@ 24"x36" 7` �— _ ,L LEGEND DRAINAGE AREA NUMBER 0'0 \� AC DRAINAGE AREA / 11 �� — 100-YEAR FLOW Aroo 2649— PROPOSED CONTOUR z — \ LD EXISTING CONTOUR PROPOSED DRAINAGE AREA BOUNDARY w \\ FLOW DIRECTION PROPERTY LINE LLU PROPOSED STORM o CI CURB INLET \� I IIIIIIIIII �IA 1 I Ij f r==��ii / � I IIII IIII IIII � I MILLI=��� a i v / �� IIIII I IIIII II rI� ���/ill o w / i II III III�1I/ �� NOTES 00 /� II III / / iiN l / IIIII l l/� /(1 1. THE RAINFALL INTENSITY VALUE WAS PULLED FROM THE ACHD STORMWATER 0 U M Illllllllil \\\VA�111 CALCULATION SPREADSHEET. W Q L o J w r W I' N 1 \\ 1 111 2. PER ACHD STORMWATER RUNOFF COEFFICIENT TABLE,ASPHALT/CONCRETE STREETS z o v z Ln /1 I 1�11)1111 HAVE A C-VALUE OF 0.95. W o N E N" IIII / 1 Ifl�j(�i Z < 0 o o S I I N IIIIIIIIIII IIIIIIII11111 NOfF � — — -� � \� — IIIIIIIIIIII II IIIIII111 , q ; z I - - IIII IIIIII v II IIIIIII � I / i IIIIIIIIII IIIIIII � � I \ / IIIIIIIIIIII IIIIIIIIII III �/ � �� � / I I \ < IIIIIIIIII III IIIIII — — I , � IIIIIIIIIIII I III IIIIII IIII \ I I � � IIIIIIIIIIIIIIIIIIIII I Q Q Mr /� III IIIIIII I IIIIII �� IIII IIIII IIIIIIIIIII I /_ DRAINAGE AREA TABLE W �W/ \ I I I I II I I I III I I IIIIIIIIII � (f� L.L 1 \� IIIIIIIIII IIII IIII III DRAINAGE AREA TIME OF IMPERVIOUS PERVIOUS RUNOFF RAINFALL TOTAL FLOW O III 'III IIIIIII AREA CONCENTRATION AREA AREA COEFFICIENT INTENSITY COMMENT I I� IIIIIIIIIIIIIIIII IIIIIIIIIII NO. (ac) (minutes) N N °C° "I"100 (in/hr) Q100 (cfs) I I I \ IIIIII IIIII II / I I � I IIII IIIIII IIIIIIIIIII I I I IIII II IIIIIII I 1 A 0.39 10 100 0 0.95 3.11 1.16 FLOWS TO PROPOSED CATCH BASIN �■ I I WINCO WELLS I IIIII IIIIIII\ I (IIII III 1 11 I SUBDIVISION NO.2 IIIIIIIIIIIIII IIIII ill — I A-1 0.40 10 100 0 0.95 3.11 1.18 FLOWS TO PROPOSED CATCH BASIN I I � \ IIII II I I IIIII II / ■ �� OS-3 0.08 10 100 0 0.95 3.11 .22 FLOWS TO EX CATCH BASIN OS-4 0.07 10 100 0 0.95 3.11 .22 FLOWS TO EX CATCH BASIN OS-3 / I 0.08 ac 0.2 cfs CI � I \ I E CINEMA DRIVE — ti6k6 OS-4 CI 0.39 ac Q 1.2 cfs I \ O G z ¢z 0.07 ac I — —� �6� W Q a� 0.2 cfs 3 648 6p9 0 I \ 2 2 I LLI W 00 w \\ A-1 REFERENCE SEASONS AT MERIDIAN 6, Q ¢0 I I II I 0.40 ac CONSTRUCTION DRAWINGS I N N II I y (THE LAND GROUP, INC.2023) a I 1.2 cfs FOR EXISTING DRAINAGE CONDITIONS00 w w� 1 I J N / � o\ I x O oz I p WINCO WELLS I I U z SUBDIVISION U Q x \ N0.2 BLOCK 2 �I / U) wx QS2 w / I� I I v I � U 0 0)z I L J LLlN � 00 o CNOoj ; z 9U' v W 3 wF I I I I I \ I I o I Q cn w O X oz Wa I \ �� o o v 0- x¢ ` � I m J QW W � I ✓ I x p w3 I - w Q -j y a z O zUZ 3 lull i - - — W � 5^ z R = 2649648 — — �� — — — — — - — — — -- oHE �1 F _ Fw X a a H¢ — -2649 w ,a O i a — -- — ------ --- — — — — — o m Q vi w z — — — — — — CAUTION: NOTICE TO CONTRACTOR z i z QxNFw -2650— -- - - - — — — — — — — — — w a w o w� — — — OVERLAND ROAD v _ — w O x N o — — — — THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q w 121 — — — — — — r — — — — _ AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET W ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q¢ o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD16 WV) Zrn o w �F, Q Know whars below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING X Q a H z CaII before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ACHD Calculation Sheet for Finding peak Discharge/Volurne - Rational MethGd ACHD Calculatiorii Sheet for Sizing Seepage BedWith Optional Chambers NOTE- This W orksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the and shall not reHlane the Engineer's Calculation methodology_ These calculations shall establish a Engineer's calculation methodology- These calculations shall establish a minimum requirement- The Engineers methodology must result minimum requirement- The Engineers methodology must result in facilities that meet or exoeed these in facilities that meet or exceed these calculations in order to be accepted- calculations in order to be accepted- '9 41-Hoyer Mcuse Po'rir.Er Fer_ Note this spreadsheet Hulls information from the -Peak Q,V- tab Calculate Post-Development Flogs ffor pre-development flows- increase number of storage facilities to create new tabs User input in fellow Dells_ Calculate Post-Development Flows for pre-development flows. increase number of storage facilities to create new tab] t.lser input in yellow cells. Clem Unte nt1 Home Screen Cl ear contents Home Green 1 Hroiect Name E Cinema Expansion Z 1 Hroiect blame E Cinema Expansion 2 Is area drainage basin map provided? 2 Enter number of Seepage Beds (25 max) 1 3 Enter Design Storm (100-dear or 25-Year With 100-Year Flood Routed 100 3 Design Storm 101 I 4 Enter number of storage facilities (25 max) 1 4 Weighted Runoff Coefficient D 0.9E Link t � Q.4 Tk9S o Click to Show More Subbasins ❑ 5 Area A (Acres) 0.7 8 acres Subbas Subbas Subba Subba Subba Subbas Subba Subba Subba Subba 6 Approved discharge rake (if applicable) 0.00 I �:f in 1 in 2 sin 3 sin 4 sin 5 in 6 sin T sin 8 sin !9 sin 10 i Is Seepage Bed in Common Lot' No ' ft t :r a 5 area of Drainage Subbasin (SF or Acres) SF 34,412 b Acres 0_T9 CD w L: o D co b Determine the Weighted Runoff Coefficient (C) 0-95 CD 8 Set Total Design '�,,�idth of All Drain Rook W� 1.Cl f t } C=[(C1xA1)+(C2xA2)+(C'nxAni]�A Weighted Avg 0-35 w N 8 Set Total Design Depth of All Drain Rock D 10.0 ft z o Z CO 7 Calculate Overland Flow Time of Concentration in Minutes (To) or use �n 0.31culato � Pock Only, Do Not Include Filter Sand Depth or Cover w Z Q Z o default 10 min atlmatftd RunafI Coeftlent3 lor'Va l4aus Surfa v (n N type of surf&= Runaff Coefficients IC' 10 Void Ratio of Drain Frock Voids 0.4 Q Z 8 on To i 2.58 inrhr ew:llf%#ss 0.4 for 1.5"-Z' drain rook and 314" Chips z O Lr 0awmawnareas d Calculate the Post-Development peak discharge (QPeak) Qpe-ak 1.94 cfs Udtwwsrrel borhmWa 0, ,70 � O ft"Mrvrtl8l Q 00 11 Design Infiltration Fate (8 in1hr max) Pero 8. in1hr Single Famlilhr 035-0. < Mr 10 Calculate total runoff vol (V) (for sizing primary storage) V 2,594 ft} 0.W0,75 -, � 0 r _ - 12 Site of WQ Perf Pipe (Pert 18131) Dia Pipe 1�� in k = Ci (To=60)Ax3600 Rosidenti■I irwrrl� 11 Calculate Volume of Runoff Reduction �?rr Apartm#nt CMellir,g Ar*M 0, -- 13 Size of Overflo.�� Perf Pipe (Perf 36CP), READ if Q100>3.3 of in Enter Percentile Storm I (dSth percentile = 0.60 in) 35th 0.60 in Indw -tr�m ar�li�lartid5 i1 J Enter Runoff Reduction Vol (dEth Percentile=0.60-in x Area x C) Vrr 1r621 ft` Motyy areas 14 Calculate Total Storage per Feat Spf 37.E ft,:ft O Q >% 12 Detention: Approved Discharge Rate to Surface eaters (if applicable) cfs Fwkw Canwetwin ��^ U �I&VIrouncU- V) "Ilra6d yard oreis 0.X4Z 13 Volume Summarg Unlmproye•d sr&as 0. 15 Calculate Design Length L 96 'Ft Surface Storage: Basin Asphalt 0_95 Basin Forebay V 259 ft- cor►fftRf 0.95 Primary Treatments Storage Basin F' V 2,334 ft= Brick 0.95 16 'variable Infiltration Window L SWL EFL ft Subsurface Storage Fla 0.505 17 Variable Infiltration Window W SW W 8.EI ft Gruel 035 1E Time to Drain 0.0 hours Volume Without Sediment Factor (Bee BMP 20 Tab) 2r594 ft} rmldv- Sandy swl Sad Typ* 90'� volume in 48-hour{ minimum e A d C a FLwt:0-2% 0.44 0.07 0.11 0.15 Aver*ge: 2-6% 0.09 0.12 0.15 0.20 19 Length of WQ & Overflow Perf Pipes fr. mew_!,-6% 0.11 0.18 0.23 0.2.9 20 Perf Pipe Checks. Qperf >= Qpeak:; AdW d from WE where �perf=Ddx�x���x�xH] � 0 Q � °z ACHD Calculation Sheet for Bead/Grease Traps Ow Q z o 3o DOTE: Thisworltsheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Lj zZ 00 3z Engineer"s methodology must result in facilities that meet or exceed these calculations in order to be accepted. z Z} z� m , Steps for Sand/Grease Trap Velocity Ca I cu �F o� User input in yellow cue 11•5. a F �3 �m ClearContents Home Screen N Z �= o O 0 w 3 1 Project Name E Cinema Expansion C:) c=n a cn v zo J Q 2 Eater number of Sand/Grease Traps (25 ma", 1 co z �¢ ¢ �e w Pca� Baffle Throat Velocity Is the w � � N � W �Y Vault Number of - � o a) �m FIoV Spacing width Area (ft` ° 0_5 f °_, .,,,,olocit,. m } o z o Size o /G Traps z w ZN Q-cfs (inch) (inch) max_ o�'r m w � W ¢- Z Z .� 0� LU o xa U d w 0 ZW 1= O - z �� Reference ferThreat widths (inch) w n ADS �- W way oz Boise p Mg ¢� Lar-ken 'tf��[�U, z o = o Vault o N 3 t Bf IP 1 w U � z A wON o= 1000 G 49.0 50.5 n/a � z � Q W U F 1500 G 60.0 61.5 n1a ° o w l I I H z o 4VQ U 1000 n r trl' n/a 150 CAUTION:NOTICE TO CONTRACTOR z Y P; W O N o o [ I� rr n � } THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING w w C4 a ore c x UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w W Z ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION O ¢ �o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD1 7 W n z rn o w o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 3 _ CaII before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5C a, L F ce 2 RING & COVER GRAPHIC SCALE IN FEET PER ISPWC SD-617 (TYP) OBSERVATION SAND/GREASE TRAP OR WELL ENCLOSE TOP & SIDES OF ROCK 0 15 30 60 HYDRODYNAMIC SEPARATOR WITH NON WOVEN GEOTEXTILE FABRIC NORTH WITH HIGH FLOW BYPASS PER 8200 BMP 20 1-FT MIN TYP rA 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ I 18" DIA. HDPE OR PVC 1"=30'@ 24"x36" OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN MIN TY PERFORATED PER SCHEDULE BELOW GEOTEXTILE PER 8200 BMP 2 ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW TO SEPARATE CHIPS AND WITH NON WOVEN FILTER FABRIC LEGEND TREES & SHRUBS DRAIN ROCK PER 8200 BMP 20 F R COVER, ARE NOT PERMITTED ON TOP OF SEEPAGE EE OTES PA E 1 BED OPTIONAL STORMWATER STORAGE "-2" CHiPS;e: CHAMBERS, SHAPE & SIZE � vv EXISTING WATER LINE ELEV BOTTOM PERF <= FOR COVER, SEE •`\\/\//\/\\\�� VARY PER MANUFACTURERw ELEV BOTTOM BAFFLE NOTES BELOW /j\j\\\/\%%\i <;i; . ' 18" \ WOVEN GEOTEXTILE PER W PROPOSED WATER LINE /\�\%\\j�\\� 8200 BMP 20 BETWEEN z EXISTING SANITARY SEWER LINE SEE o a a s \j/\ \\�\%\/\\ CHIPS AND 2" DRAIN ROCK w 'NOTE 13 0% SLOPE o 00 _ 0% SLOPE aa�aae as•e:a•a<a'e;ej /.� opw_ w EXISTING STORM LINE \\ Lit- /\ \/\\/ WASHED DRAIN =a ASHED DRAIN N \\ \\ vwi w \\\/�\�\\j\\�' OVERLAP WOVEN GEOTEXTILE 0 0 CH P a j CK OR CHUIPS PROPOSED STORM LINE WASHED 2" WASHED ) \%\\%\\%\\\�\/\' AND NON WOVEN GEOTEXTILE A w z w \i\\\/ \i\\ DRAIN ROCK z DRAIN ROCK \\//\j\\\/\/\ MINIMUM OF 1-FT ON ALL SIDES Q Z QOf� \\\ // ` :ISPWC 801 OR ASTM 1 8 1 OR ASTM d C33 FILTER SA ILTER SAND.: Ln SPWC 801 OR ASTM;.: i SPWC 801 OR AS U 5' OF 18" SOLID 4"-3/4 CHIPS C33 FILTER SAND" 33 FILTER SAND WIDTH VARIES NOTES WALL PIPE PIPE BEDDING ,: .: ..,.._.. .......-. PER PLAN 4A W NONWOVEN FILTER FABRIC PER TRANSITION 5-FT IN oMAX HSGW 15' MAX WIDTH 1. HDPE MAY BE USED AS AN ALTERNATE FOR ALL PVC LINES. SECT 8200 BMP 20. OVERLAP BED NON-PERFORATED -ELEVATION MINIMUM OF 1-FT TOP AND TO PERFORATED PIPE OPTIONAL CHAMBER STANDARD SIDES ONLY SECTION 2. CONTRACTOR SHALL ADJUST ALL UTILITIES, EXISTING AND PROPOSED,TO MATCH FINISH GRADE. W N.T.S. SECTION a NOTES:CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE OBSERVATION N.T.S. 3. REFERENCE PAVING PLAN AND PROFILE FOR SPOT ELEVATIONS DESIGNATING TOP MAX HSGW ELEVATION WELL 1 WIDTH 4 OF OR FLOWLINE INTO INLETS. 2. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED # q5 S. i 3. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS 4. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS 5. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 6. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE } h I I _ -- 7. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES 8. BED WIDTH SHALL REMAIN CONSTANT 45•i 45 \ IIII I \ I I III IIIICD 9. 1.5-FT FILTER SAND ALLOWED FOR THIS BMP ONLY. 18" PERF PIPE 12" PERF PIPE 11. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE = fzk WQ BYPASS \ I I H SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE l I I I J J U) o 12. SEE BMP 01 FOR SAND/GREASE TRAP DETAILS � OBSERVATION PERFORATION SCHEDULE I I I ` \ J I/I//J /// I }� 13. WATERTIGHT CONNECTION 3/8" PERFORATIONS IN VALLEYS I I I I / /// I I a cn M WELL #2 OF CORRUGATED PIPE. 5 EA ON o� I //// X s FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY 20 18", 8 EA ON 12" cob �I I I I \ �/ /// o 00 1. A MINIMUM 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED �� A� / /� //// 7, LO --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN \\_ z ZO v z --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED / I - �JJ/ U CO o N 2. IF < 1-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH } / I \� - /� Z 0 LL MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. I I / _ / \` o = Z 0 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE �co d v ro Co SUBGRADE PLAN � � � _ _ I � � J H OBSERVATION WELLS: 2 REQUIRED PER BED N.T.S. I` ^\ I FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED / \ ACHD STOR2015 MWATER DESIGN SEEPAGE BED WITH STANDARD DRAWING ACHD STOR2015 MWATER DESIGN SEEPAGE BED WITH STANDARD DRAWING GUIDELINES OPTIONAL CHAMBERS BMP 20 GUIDELINES OPTIONAL CHAMBERS BMP 20 /� O DESTINATION PLACE STA: 1+70.30 STORM LINE A SUBDIVISION INSTALL: I 0 BLOCK 3 1 -TYPE I INLET CATCH BASIN STA:OFF:20.9 'LT 11+19.77 T PER ISPWC DETAIL SD-601 0.99 / 5 - - Q25:0.82CFS Q100: 1.15CFS FL 12"RCP OUT:2642.15 + ` \ I STA: 1+27.30 STORM LINE A \\ 44 LF OF 12"RCP 0.50% INSTALL. WINCO WELLS O 9+50 10+00 7; 11+00 1 -4'MANHOLE WINCO WELLS SUBDIVISION NO. 2 26 \\ SUBDIVISION NO. 1 1 - _ ro = FL 12"RCP IN:2641.93 O (FUTURE) Aa. \ BLOCK 1 L FL 12"RCP 9 FL 12"RCP OUT: 26 2639.43 BLOCK 3 E CINEMA DR \ - STA:11+26.68 � OFF.21.01 RT � 1+15 1+00 STA: 1+13 STORM LAT A-1 1 ------ --- INSTALL: �100 1 -TYPE I INLET CATCH BASIN PER ISPWC DETAIL SD-601 Q25:0.81CFS 86 LF OF 18"0.00% A Q100: 1.18CFS \ Q100(TOTAL):2.33CFS \ lip - _ \ \ EL I FL 12"RCP OUT:2642.17 / �� / \ 7 LF OF 12"RCP 3.58% O -- : \ 13 LF OF 12"RCP 0.50% STA: 1+14.09 STORM LINE A INSTALL: INSTALL: 0 13x $ DESTINATION PLACE I 1 -GROUNDWATER `� oo �I $°W $°W $°W $°W - W 1 -1000 GALLON SAND SUBDIVISION NO. 3 AND GREASE TRAP OBSERVATION WELL 77 2648 2gA9 BLOCK 2 I �I PER ACHD DETAIL BMP 01 PER ACHD SD-27 14+00 15+00 16+00 I 17+0117+09 SS �/ O TOP OF ROCK:2641.00 - - - - 4 I BOTTOM OF ROCK:2631.00 � 2 I oQ FL 12"RCP IN:2639.36 264)\\\ 26q j.6g) 0 FL 18"OUT:2639.00 10 LF OF 18"0.00% INSTALL: m I 1 -GROUNDWATER .`�1,: ` z a z I STA: 1+03.77 STORM LINE A OBSERVATION WELL -- / W Q INSTALL: PER ACHD SD-27 \ , z 0 a v I I \ 1 -8'X86'X10'SEEPAGE BED - 3 0 \ PER ACHD DETAIL BMP 20 \ U TOP OF ROCK:2641.0 O w �_❑ I I BOTTOM OF ROCK:2631.0 _z FL 18"IN:2639.00 w a I FL 18"OUT:2639.00 0o I � II > � I z?' a° C/�� II �j _j WINCO WELLS SUBDIVISION NO. 2 \ J co > T. (FUTURE) o I� BLOCK 2 V I I o o w o� U O \ I J Q w Q w x z I B I� / A I cf) U U' O w LLI LL_ U N �2 0 O �m m O CO q zo m z ¢¢ m Lu LLJ� U O w w zo z z Y W O 3 F Q U) Lu O o xa 0 U d w O w3 >C Z a j a Q Z p N C4 O O Z O c7 O >C m U z 7E MiGO a w Fa O ^ � w o m z CAUTION:NOTICE TO CONTRACTOR z i a u? x x w a WOUo w O N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING C4 �a ore x o x 3� F-E UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES a o AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w w Z ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Ln O ¢ d o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD18 W n Z rn o w o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 3 un _ Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5C a L 1 F ce Z O H d U co W 0 W Q 0 a 0 v w H o = o U) CD d U) LO M X " JW O Cj H 'LO Z z� Z O Z W iin N STORM LINE A STORM LAT A-1 Q CD Z 0 z Q O LL o � ZL 2660 2660 2660 2660 J N a 0 Q o Q Z a z W w o o W o W w 0 z Z_ m m Z 0 O O J Q m Z m p J U 2 o N 2 O m ~ O J Q = O Q m Z m N Q 2 c U U 0 W J 10 (0v Y 0 Q d J 0 K U co 0 Q ~ W Q O O W N Q Z Q N U 0 Q J O W U Q 10 M U) � WY � cn O ~ wY0 � wO UQ J o � � Lu O H H Q W N oo00 o -1C/) L M (n W W cn 2 JO (n � J 2655 = � � J � w � � � NJQ N z � 0 � 2655 2655 + JQ m Z � � � � 2655 JmU Q_� JOL' (� u t J O Ull7 _ mr Q x Q Q Q O U Q Q Q Q O J W d CIJc6 Q ~ 7 ui J d � 0 O Q W d H H 0 a H Q ~ V 4 J r � 0- oO0O a � mnZ— � P } Uo� � Z o cn cn of NQaHm U) < c') W In u~iz � aNUC3 u� ? � a000 2650 2650 2650 2650 O 2645 _ __ 2645 2645 2645 7 LF OF 12"@ 3.58% 10 LF OF 18"@ 0.00% 2640 e , , , 2640 2640 2640 Wil 13 LF OF 12"@ 0.50% N L.L O Q Q 2635 2635 2635 2635 z p O �z W Q ¢ a— a� 3o U w ¢ W 3z 0U�mp-0zY O rnVrnV NV 26302630 2630 2630 Z } O O o c0 m m co cm o0oM � c� 6M6) 0') 0) N MMMMM cM (0 (0 M M (0 (0 (0 (D co co (0 co N N N N N N N N N N N N ¢ H Z H Z H Z Z H H Z Z H Z — D — 7 — D — O Q 00 O N O N N O Q N N O �2 J J J J J J 2625 LL LL LL U- w LL 2625 LL 2625 LL W LL 2625 3 0+75 1+00 1+75 0+75 1+00 1+25 �m o z o O 0 3 oz C _ p O w p� z a (n x- zo Q Q Uz x z �¢ e 0 3 a° z U (D rn w u LLI LL N xY c) O O CO q -Z zL m Z ¢¢ m Lu L U O w w zo Z Z Y W O LD 3 �F Q U) w O 0 LU U d o ZW w w > O w3 N p 6 C4 O W� oz a aaU dz� O 0 ¢� , Z O � c.7 O TUP >C M v O, z O N O x Q Q O MiGO a w Fa ^ � w p m z CAUTION:NOTICE TO CONTRACTOR z i a u? x x w a WOUo [�cla W O N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING C4 �a ore x p x 3� F-Z UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w W ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Ln O ¢ o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD1 9 W n z rn O c W c p mowwhat's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 3 _ Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5C a, p 1 F ce GRAPHIC SCALE IN FEET —ALL 0 15 30 60 NORTH 1"=30'@ 24"x36" LEGEND W EXISTING WATER LINE w PROPOSED WATER LINE ss EXISTING SANITARY SEWER LINE So EXISTING STORM LINE PROPOSED STORM LINE z 0 a U u) W I I I W CD 0 I I W IU) CD u') a Q�Q M ;W s W � 0 0 N C) N I ZQ oLL o = Z p I I � STA:7+11.64 WATER LINE 1 CONNECT TO EXISTING 12"PVC WATER MAIN I I REMOVE EXISTING TEE O CONTRACTOR TO VERIFY I STA:6+40.95 WATERLINE EXACT HORIZONTAL AND VERTICAL INSTALL:: LOCATION OF 12"EXISTING LINE 4-45°VERTICAL BENDS INSTALL: 18"MIN VERTICAL WINCO WELLS I w 1 -12"X 8"CROSS SEPARATION STA:6+42.04 WATER LINE 1 SUBDIVISION N0.2 1 -8"GATE VALVE INSTALL1 -22.5°BEND: — - ------- � 2-12"GATE VALVE ON EXISTING MAIN _ i 70 LF OF 8"PVC ` p EX. IRRIGATION METER $W TO BE RELOACTED 7+1� 7+00 rNi �S�F \\� STA:5+67.47 WATER LINE 1 E CINEMA DRIVE _ OF p INSTALL: MINIMUM 18"VERTICAL \ sx00 s w INSTALL: 1 -11.25°BEND SEPARATION 00 \ EX. IRRIGATION LINE 1 -45°BEND N -------- \ 6v STA:5+03.40 WATER LINE 1 _ OF INSTALL: STA:4+00.06 WATER LINE 1 1 11.25°BEND 8, - STA:4+43.40 WATER LINE 1 STA:3+00.00 WATER LINE 1 STA: 1+00.00 WATER LINE 1 A �C INSTALL: INSTALL: INSTALL: CONNECT TO EXISTING N \ 1 -8"X 8"TEE 1 -8"X 8"TEE 8"WATER LINE INSTALL: m 1 -22.5°BEND 2-8"GATE VALVES 2-8"GATE VALVES REMOVE EXISTING BLOW-OFF 1 -45°BEND INSTALL: ` ` 15 LF OF 8"PVC 45 LF OF 8"PVC CONTRACTOR TO VERIFY 1-IRRIGATION METER ` 1 -2"BLOW-OFF ASSEMBLY 1 -2"BLOW-OFF ASSEMBLY HORIZONATAL AND VERTICAL Sx00 604E REFERENCE ISPWC SD-405 REFERENCE ISPWC SD-405 LOCATION OF EXISTING 8"LINE ° A.OF p ------ °° W �C _ 43 LF OF 8"PVC 80 LF OF 8"PVC a? 200 LF OF 8"PVC Z ` s„W -I boaW s"W $„W \ 4+00 3+00 PROP. 8" WATER LINE 2+00 EN 0 1+00 (MIN.4' COVER) Q SS �i O 20 LF OF 8"PVC J = � I � o coI W o STA:3+80.06 WATER LINE 1 > — � I Q INSTALL: o � I I Z ` 1 -8"X 6"TEE EXISTING FIRE HYDRANT a z 1 -6"GATE VALVE O Ll.l Q uj I 15 LF OF 6"PVC z 0 1 -FH ASSEMBLY + N / — — 3 o I REFERENCE ISPWC SD-404 N U O W =Z I I I w 3z WINCO WELLS F z>. SUBDIVISION � m� o Y I NO.2 BLOCK 2 I U) �¢ IIU 0 x3 I N N O Z> o d oz I O = ° (n oo I I LU Q Q w w -a I U co Uz N w > U 0 0) x o F� x LL CV ILL! � o -zozz NOTES m m z° I- w ¢¢ 00 Lu H 3 ¢N 1. A 5-FOOT CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS. z z uJ U w w z o LD U LLI O 3 F 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED APPURTENANCES TO Q U) W O T =a LLI MATCH FINISHED GRADE. Q U 0- ¢ �' 3. CONTRACTOR SHALL LOWER WATER AS REQUIRED TO ACCOMMODATE PROPOSED w > STORM CROSSINGS. REFERENCE ISPWC STANDARD DETAIL SD-407 FOR VERTICAL a SEPARATION REQUIREMENTS. ¢ z W o O 4. TOP OF WATER MAINS SHALL BE A MINIMUM DEPTH OF 5'UNDER FINISHED GRADE. o L w � v3 w0 0 5. WATER MAINS SHALL BE PVC C-900 DR 14,EXCEPT WHEN OTHERWISE NOTED. a z O o wMU a z O C a z F 6. PIPE EMBEDMENT SHALL BE PER ISPWC STANDARD DETAIL,SD-301. O H � 3 J o w � /^'� d '8 o° p= 7. WATER SERVICE CONNECTIONS TO BE CONSTRUCTED PER CITY OF MERIDIAN 2013 � Ca x OF SUPPLEMENTAL SPECIFICATIONS TO THE IDAHO STANDARDS FOR PUBLIC WORKS w ° CONSTRUCTION STANDARD DRAWING NO.W4. o U cGOad Fz w w j N 3 8. GATE VALVES TO BE CONSTRUCTED PER CITY OF MERIDIAN 2013 SUPPLEMENTAL Fo ■``�'' o ¢U SPECIFICATIONS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CAUTION:NOTICE TO CONTRACTOR z i z x = STANDARD DRAWING NO.W11. w O x o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 9. DIMENSIONS PROVIDED ARE FROM CENTER OF PIPE TO LIP OF GUTTER OR FROM 1 UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o CENTER OF PIPE TO CENTER OF PIPE. AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w w a ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION L Q ¢ 0 10. ENSURE NO LIGHT POLES,TREES OR PERMANENT EASEMENTS ARE WITHIN 5-FOOT OF CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD20 z ° ANY WATER MAINS,FIRE HYDRANTS,OR FUTURE WATER METERS. w Z �n o Know below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING >C 23 d = CaII before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. L a F cC SILT FENCE GENERAL NOTES 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE Z GRAPHIC SCALE IN FEET ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. O 0 15 30 60 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER,SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.WHERE FENCE CANNOT BE TRENCHED IN(e.g. PAVEMENT),WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 1"=30'@ 24"x36" 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. LEGEND 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE BY USING 2585 EXISTING CONTOURS WIRE TIES OR STAPLES SPACED EVERY 24"AT TOP AND MID SECTION,WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST.THERE SHALL BE A 3 FOOT OVERLAP,SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 2585 PROPOSED CONTOURS 5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH RAINFALL EVENT.REPAIR OR REPLACEMENT X SILT FENCE SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE IP INLET PROTECTION STORM FLOW OR DRAINAGE. FLOW DIRECTION 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE.THE O_ SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO 09 INLET PROTECTION d ADDITIONAL SILTATION. U co W o I I NOTE IN ORDER TO COMPLY WITH THE UNITED STATES W ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING JURISDICTION,THE CONTRACTOR SHALL o PROVIDE ANY ADDITIONAL EROSION OR POLLUTION DEVICES,AS REQUIRED, DURING CONSTRUCTION. FILING OF N.O.I.SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. a CD �� III I� I I I I1� ICJ l LLJo U) o �U) p W CA I N I vv IIIII � � v� ��//�j � Z � o Z < 0LL Q =I Z L O U — Co Nof � � � X I Ni i z 0 ILL = U Q =Tm I WINCO WELLS I z J �61A� SUBDIVISION NO.2 j I O \\ 26y9 0 \ 26Q6 I X V I O \ V vv F� 11 — — � — ��II —cli �— W �h . : . . — • IP I I I �� — — — — — v ! v ° \ \ 2ss1- co �9 I I O 2— — \ \ ?648 I I I Q I 0 o III 1b, Z �_ LIJ a z \ -— 2646 \ / Q ------- F I I / _A go I V LU \ I � I s C 3¢ 26Q6 \ 6SO: N i I G oz I 1 WINCO WELLS 1 I I LLJ o I I \ I I IP SUBDIVISION CD co d N .2 BLOCK 2 II I O 1 I �.•. : I a�- I I I �-• • , a F 3 I II I N m I z C0 O Z oa CV \ tip— o O I . c= Z� 1 w a I Q a z o w a I I �. I � l� L ;•�• �' I ° • � I x �� U 0 0) x W 0 rn z U �� Q zo m m z uj W O w a z o EROSION CONTROL NOTESLD z o z 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND ANTICIPATED EROSION CONTROL SCHEDULE AND PHASING 0 Q U d a u W DISTURBING ACTIVITIES ON THE PROJECT. a z THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: w 00 3 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND cG z a SPECIFICATIONS FOR THIS PROJECT.CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN PHASE 1 -GRADING d z° ENGINEER AND THE CITY OF MERIDIAN ENGINEERING DIVISION. N Q F A. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE ACCORDING TO THE APPROXIMATE o L w o 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM LOCATION AND SHOWN ON GRADING AND EROSION CONTROL PLAN NOTES AND DETAIL SHEET. O F w 0 0 THIS PROJECT,THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION B. BEGIN CLEARING AND GRADING OF SITE. a az o z F CONTROL DEVICES WILL BE REQUIRED ON SITE. PHASE 2-UTILITIES z w 3 x N ° 4. OFF-SITE BORROW AND SPOIL AREAS ARE CONSIDERED AS PART OF THE PROJECT SITE,AND MUST ALSO COMPLY w ¢ ca N o N z- A. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. H Q o s WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT.THIS INCLUDES THE INSTALLATION OF BMPS TO B. INSTALL STORM DRAINS,SANITARY SEWER,AND WATER AS SPECIFIED ON PLAN SHEETS. z CONTROL OFFSITE SEDIMENTATION AND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED O _ o w W _ ARES PRIOR TO FINAL APPROVAL OF THE PROJECT. o cG O z PHASE 3-PAVING w o O p 3 5. INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE H '``�'' o Q m z FUNCTIONING PROPERLY.WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS A. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. REMOVE AS NEEDED TO PAVE. CAUTION:NOTICE TO CONTRACTOR z i z Q x N F BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF B. STABILIZE SUBGRADE. , va w w v U o z a w O x N o o FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST C. PAVE AREA AS SPECIFIED ON PLAN SHEETS. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING x x Q Iz a o`� FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE 1 UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES x � Fo. F PHASE 4-LANDSCAPING AND SOIL STABILIZATION z o ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w Q z ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q¢ 0 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T.AND ANY ADDITIONAL INFORMATION A. REVEGETATE LOT AND PARKWAYS. CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE w z o B. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. Know WhBt'S below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING SD21 w z o 0 REQUIRED BY THE STATE.CONTRACTOR SHALL COMPLY WITH ALL STATE AND FEDERAL STORMWATER POLLUTION a O � _ PREVENTION REQUIREMENTS. C. REMOVE EROSION CONTROL DEVICES WHEN GROUND COVER ESTABLISHED. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REQUIRED. OAS DICTATED gY�� ) TRAP WITH HIGH VOLUME WATER FLOW ASFLUSH SURFACE STONE TOWARD MAX.6"MESH SPACING CAL REQVIREI�EN 3 NEEDSTONED TO MAINTAIN CLEAN SURFACE PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL A JURISDICTION. 2, 3 �Py 2"-3" CRUSHED STONE A tij/N pF OVERFLOW WEIR ���• OVERLAP GEOTEXTILE AND/OR WOVEN PGA p z COMPACTED BACKFILL WIRE FENCE ACROSS TWO STAKES �pP SEDIMENT TRAP 0 WHEN NECESSARY TO CONTINUE `' �' _ FENCE v 5 F �9 0 0 0 EET(MAX) \ � 20 FFT tiiiy�M� Q 18I1\lCHES(MIN) SECURELY FASTEN FENCE MATERIAL MG-M�ti?o M _ TO BOTH STAKES WITH TIES OR III—�I OTHER FASTENERS °10"MINIMUM ?O w F�p`N Q -1 Ill i.l I 3"4"CLEAN STONE A J� 3:1 SLOPE TO MATCH 4� 9 GRADE.TYP.TO INSIDE AND OUTSIDE SLOPE. ELEVATION I=III=III— GEOTEXTILE UNDERLINER rt� a 6"CRUSHED STONE BASE zzz PLAN CD o CD 50'MIN. a) o WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. r— LO MAX.6"MESH SPACING)WITH GEOTEXTILE COVER FENCE:WOVEN WIRE, 14-1/2 GA.6"MAX 20'@ 2%MIN. 20'@ 2%MIN. FtiEs x � � qJ w O Cj LC t 7, � MESH OPENING � � z � o puN���NE —� `�� z o v z FABRIC: 1.AMOCO 1198 GR 6" CRUSHED 27. Z o N 2. BELTECH 810 0 3. MIRAFI 130X F�p� STONE BASE 1' O z ¢3' IN. o z wo 4.LING GTF 190 x L COMPACTED 5.SI 915 SC MIN. CID a'— Co FINISH GRADE BACKFILL �M COMPACTED BACKFILL. (SPECIFY) GEOTEXTILE LINER � �N Of H U - Co A CONTRACTOR CAN USE PROVIDE CULVERTS AS 10" OF 2"-3" I I STRAW WATTLES IN LIEU REQUIRED TO CARRY CLEAN STONE I I I l I I FLOW OF COMPACTED ELEVATION F� PRE-EXISTING DITCH FLOW SECTION A-A JIIJIIJIIJIIJIIJIIJ JII-' BACKFILL. IMPERVIOUS LINER T MIN. DEPTH COMPACTED SOIL \ � O UNDISTURBED /i,,/\\\/�\\/ \�/ ,� \/ EXTEND WIRE FENCE A BERM O /� N' //� MIN.OF 2"INTO TRENCH GROUND g �\� 2"-3"CLEAN STONE mmr T RENCI Yj� EMBEDDED GEOTEXTILE FABRIC SEDIMENT 12" SECTION A-A MIN.6"INTO GROUND TRAP 12"MIN. W/6"LAID ALONG BOTTOM w 6" CRUSHED STONE BASE A-A-SECTION OF TRENCH (SPECIFY) GEOTEXTILE LINER NOTES O 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 10" THICK MIN. — 2"-3" CLEAN STONE 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE 00 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY SECTION B-B SHEETING AND SHOULD BE FREE OF HOLES,TEARS,OR OTHER DEFECTS THAT COMPROMISE THE V J 24"AT TOP AND MID SECTION. IMPERMEABILITY OF THE MATERIAL. O 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN.COLLECTED MATERIAL SHALL BE REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. — 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE Uj E ■ CONTRACTOR TO USE CAUTION WHEN INSTALLING OVER EXISTING UTILITIES. 1)SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NTS 2 SILT FENCE OVERLAP DETAIL SCALE:NTS 3 VEHICLE TRACKING CONTROL SCALE: NITS 4 CONCRETE WASHOUT DETAIL SCALE:NTS DANDY CURB SACK TM STORM DANDY SACK TM SEWER O GRATE 000000000000 0000�0000�0000 LIFT raj O OO \ STRAPS LL = STORM Q Q R INFORCED CORNER GRATE Q OPTIONAL CURB Q — d 111 OVERFLOW PORT OPENING I O � Z a� 00000�o LIFT w Q MANAGEABLE ��o0o STRAPS , Z 0 3 0 2 FOOT po CURB O U FILTER w x a CONTAINMENT EZ AREA REINFORCED 3 CORNERS Z OPTIONAL w 0 o DUMPING OUTFLOW PORTS z} STRAPS �, MANAGEABLE o Y STORM 2 FOOT Z° INLET CONTAINMENT F AREA cm U F. v.7 v� a F 3 DUMPING STRAPS N Z> o= o }� O oz C _ q O v ° C0 a Z ° (n W ma v zo J Q Cn Q w W Ui ° (n w x U z a z CC Z v o D �31)w .� Pa pZ r�Qoom¢pg 777e7ueus l LL N w z! Y DETAIL OF INLET SEDIMENT CONTROL DEVICE DETAIL OF INLET SEDIMENT CONTROL DEVICE LLI 0) w `Z Z WITH CURB FILTER m } o (0 m QI ¢° z PROJECT: DR. BY: PROJECT: DR. BY: m o p w LU a z o CITY/STATE: DATE: DR. NO: CITY/STATE: DATE: DR. NO: U LU 00 w q �> DANDY SACK''"" DANDY CURB SACK- � w 2 � Z S a SPECIFICATIONS SPECIFICATIONS 0 0 C..) d a w NOTE: THE DANDY SACK-WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN NOTE: THE DANDY CURB SACKTM WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: WO 3 REGULAR FLOW DANDY SACK (BLACK) REGULAR FLOW DANDY CURB SACKTm(BLACK) z a? Mechanical Properties Test Method Mechanical Properties Test Method Units MARV d ZO N Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.78(400)x 1.40(315) ri�j 3 Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 15 x 15 O W wW-. ❑O Z Puncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.67(150) ' a Z O W O Z u] Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 We(psi) 5506 800 a Q U 00 ¢ Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.67(150)x 0.73(165) z = 0. ZF U UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 O W O a.O Apparent Opening Size ASTM D 4751 Apparent Opening Size ASTM D 4751 Mm(US Sid Sieve) 0.425(40) c U Flow Rate ASTM D 4491 1 1/min/m al/min/ft Flow Rate ASTM D 4491 1 1/min/rh al/min/ft 2852 70 F'� '� `^ Z Q NON z�—= Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 0.90 H T q a ° rA HI-FLOW DANDY SACK"(SAFETY ORANGE) HI-FLOW DANDY CURB SACK-(SAFETY ORANGE) O o wW`T =O Mechanical Properties Test Method Mechanical Properties Test Method Units MARV O U V4 F U P. o x XO o -¢ , O 0> 3 Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.62(365)X 0.89(200) ■ b d y q v v m Lcl Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 24 X 10 O . z m CAUTION:NOTICE TO CONTRACTOR z Puncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.40(90) 'm w Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 kPa(psi) 3097(450) Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.51(115)X 0.33(75) W O x N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UV Resistance ASTM D 435s UV Resistance ASTM D 4355 % 90 >C q x o Apparent Opening Size ASTM D4751 Apparent Opening Size ASTM D 4751 M.(US Std Sieve) 0.425(40) UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES F Flow Rate ASTMD4491 min/m(gal/min/tt) Flow ASTM min/fi(gal/min/ft) sso7(1as) AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET >. q rizj= Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 2.1 w W w �z ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION iZ , Z)a *Note: All Dandy SacksT1 can be ordered with our optional oil absorbent pillows *Note: All Dandy SacksT" can be ordered with our optional oil absorbent pillows Vn CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD22 w H o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING �°� - _� 5 DROP INLET PROTECTION DETAIL SCALE: NTS 6 CURB INLET PROTECTION DETAIL SCALE: NTS 7 NOT USED CBllbeforeyoudig. �C w q a F Ce SCALE:NTS UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRAPHIC SCALE IN FEET z I 0 20 40 80 NORTH I 1"=40'@ 24"x36" m U w M U Y LEGEND Z 0 Q I EXISTING TYPE 1 STREET LIGHT z PROPOSED TYPE 1 STREET LIGHT EXISTING JUNCTION BOX w I o PROPOSED JUNCTION BOX 0 EXISTING CAP EXISTING JUNCTION BOX I EXISTING LIGHT POLE - I ------------------- EXISTING 2"RPC CONDUIT z EXISTING CAP ------------------- PROPOSED 2"RPC CONDUIT 0 (FUTUR s a 4 :.. WINCO WELLS SUBDIVISION ISION NO.2 U ui C. 4 EXISTING 2" E. CINEMA DRIVE 9+50 10+00 11+00 BLOCK 3 NOTES .s c.6 c.� � 0.6 0.6 c.6 c. RPC CONDUIT 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 0.6 0.8 1.0 1.3 1. 1.0 1.9 1.8 ... 1�.8 0�7�."7 0."7 0. C. \ w CURRENT VERSION OF THE ISPWC,AND THE NATIONAL ELECTRIC CODE. Q ♦ <. ,..: e o LT 2. REINFORCING, 7 0.9 1 3 1.7 1, a 1.4 1 1 c.6 c 9 ` E CINEMA DRIVE STA" 12+49 90 OFF 29 10' INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE c.6 o.5 o. 6 ,c e� Y�0 1.5 TYPE 1 STREET LIGHT BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING EXISTING CAP E.CINEMA DRIVE 1.4 CSC.8 \ .6 2.3 3. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR STA: 10+70.70 OFF 27.00'RT QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER a TYPE 1 STREET LIGHT 1.4 °. \ 1 2,1 2.4 \ E.CINEMA DRIVE PEDESTALS. EXISTING PAVEMENT AND STREET LIGHTING FIXTURES _ STA: 15+15.30 OFF 33.30'LT o 50'WEST OF EXISTING PAVEMENT LIMITS ARE BASED ON c�� .4 i. i.5 i.5 4 TYPE 1 STREET LIGHT DESTINATION PLACE SUBDIVISION PUBLIC IMPROVEMENT I.. - - - - - - - - - - - - - 4. STREET LIGHTS TO BE CONSTRUCTED PER CITY OF MERIDIAN 2013 SUPPLEMENTAL ,L SPECIFICATIONS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ~ PLANS(BUILT 2005)AND NEARMAP AERIAL IMAGERY c.4 c.6 i. i.z i.o c.s U) C) (2016)AND ARE SHOWN FOR REFERENCE ONLY. �, A 73X03 '1 _ STANDARD DRAWINGS T1 &T2. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING Q c.6 c.9 1- c.8 c.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 c.4 c.4 c.5 c.6 c.7 c.9 1.3 1.7 'z.z z. z.9 'za z4 'zo i.s 1 2 c.9 c.8 c.7 c.6 0.5 0.5 0.4 c.3 c.3 c.3 X Q M STREET LIGHTING AND RELATED IMPROVEMENTS. c' z \ 14+00_ _15+00 16+00 I Z -1 w � O I C.9 1.1 1.. 1.9 1. 1.1 C.9 C.8 C.7 C.7 u. u.7 C.5 C.6 C.6 C.6 C.7 C.9 1.1 1.3 i. - 1.8 1.7 1.6 1.5 1.3 1.1 C.9 C.8 u'.b u'.8 C.8 C C.9 C.8 C.8 C.R G� Q H � � (n .1 .8 0.9 0.9 0.8 0_8 81.8 2.1 2.1 " " " " wNZ J o _ U E N V '. .�'. �.3 0.3 0.3- 0.3 Q.4 -b.s-o.s o.6 0.6 0. .9 i.1 i.4 z.3 'z.5 ''2 _ Zo 2 Z o ui I - - - - - - - - - - - - LUMINAIRE SCHEDULE N w U _j - - CL m E.CINEMA DRIVE E.CINEMA DRIVE INITIAL z I STA: 13+40.30 OFF 29.40'RT STA: 16+21.70 OFF 28.60'RT LEGEND DESCRIPTION OTY WATTS LUMENS LLF LAMP MANUFACTURER CATALOG NUMBER MOUNTING 7 O TYPE 1 STREET LIGHT TYPE 1 STREET LIGHT Q Z z TYPE 2 POLE RFM-130W32LED4K WINCO WELLS SUBDIVISION NO.2 4 129 14913 0.9 LED LUMEC 30' POLE O o I (FUTURE) MOUNTED LED -G2-R2M � BLOCK 2 =Tm J DESIGN CRITERIA* �\ W CALCULATION AREA ILLUMINANCE - MAX (Fc) MIN (Fc) AVG/MIN MAX/MIN W AVERAGE (Fc) 0. E CINEMA DR 0.5 N/A N/A 6:1 10:1 �^ 'DESIGN CRITERIA PER IESNA RP-8-14-TABLE 3: LIGHTING DESIGN CRITERIA FOR STREETS. V, Mae CALCULATION SUMMARY CALCULATION AREA ILLUMINANCE - MAX (Fc) MIN (Fc) AVG/MIN MAX/MIN AVERAGE (Fc) E CINEMA DR 1.01 3.00 0.30 3.37 10.00 � 0 o a a o O � Z 0 N �, mU z LW Q D ¢ Lu x a- O � Lu w 00 Y o zc a �F u 3 W m m [%7 W z m CV O Z p¢ N o C7 O O o z CD _ x U) w x ❑� �¢ W W w >¢ az 0�z y o o F� 0 U u Lu LL N a 1 cr W 0 0) m } } o CO C7 q zo com z w ¢¢ 00 W 0 H a ¢� Lu co z z Y W O o W w w zo U � a 3 F Q c� w O o =a Of w 2 0� z 0 U d x O w3 a Q aO v N O vF o = o � L � wT- z w L) z ¢ ca O" U z a Xp52 F¢ o7ff - 3¢014 uj z CAUTION: NOTICE TO CONTRACTOR z i w x w a w°rnUo W O N o Cc,) THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ore UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q o AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Ln O ¢ d o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD23 W n z rn o w ° Knowwhars below UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 3 _ CaII before you d19. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5C a L F ce Z O H o_ U LU 0 W Q a 0 v W H C> = o LO a Uq) Lu J w 0 W � Z C5 z� U 2 N E c = Z o LUMEE ro RFM RoadFocus RFM RoadFocus WRoadFocus = by LED Cobra head (medium) LED Cobra head (medium) U) CobraRFM O 3000K LED Lumen values Predicted Lumen Depreciation Data Type R2M Type R2S Type 1113M Type R3S Type Type 5 Predicted performance derived from LED manufacturer's data and engineering design estimates,based on IESNA LM-80 methodology.Actual experience may vary due to field application conditions. Color Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG L70 is the predicted time when LED performance depreciates to 70%of initial lumen output.Calculated per IESNA TM21-11 Addendum B.Published L70 hours limited to 6 times actual LED test hours. ' Project: Ordering Code Temp. Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating r ,• r r r r hrsV Lumec RoadFocus LED cobra head luminaires feature a sleek design that Location: Fr 25°C >60,000hours >szs% provides seamless replacement of existing HID luminaires. RoadFocus Cat.No: RFM-13SW40LED 3000 14,254 106 B3-UO-G3 14,944 Ill B3-UO-G2 14,311 106 B3-UO-G2 14,503 107 B2-UO-G2 14,243 106 B2-UO-G3 14,815 110 B4-UO-G2 LED Wattage values is available in three sizes,offers multiple lumen packages,and a complete FM-55W48LED 3000 7,268 132 62-U0-GI 7,620 138 B2-u 137 Type: RFM-8CW48LED 3000 10,422 129 B2-UO-G2 10,926 136 B2-UO-G2 10,463 130 B2-UO-G2 10,603 132 B2-UO-G2 10,414 129 B2 UO G2 10,832 134 B4 UO G2 array of optical distributions, making it an outstanding solution for all types , ____ - Light Engine km--10SW48LED 3000 13,156 124 B3-UO-G2 13,792 1 124 Ordering Code Total LEDs Configuration Average5ystemWatts16 Wattage label" of roadway applications. Includes Service Tag, innovative way to provide CONTRACTOR TO VERIFY VOLTAGE RFM 16owaaLED 3000 18,211 113 63 UO G3 19,092 119 83 UO G2 18,283 114 B3 UO G3 18,528 115 B2 UO G3 18.197 113 63 UO G3 18,928 118 B4-UO-G2 RFM-130W32LED 2x16LED assistance throughout the life of the product. WITH BUILDING MEP PRIOR TO MOED 3 7,643 146 B2-UO-G2 N/A N/A N/A 711,111,684 147 B2-UO-G2 N/A N/A N/A N/A RFM-135W40LED 40 2x12LEDgX16LED 135 140 PURCHASE AND INSTALLATION RFM-75W60LED 3000 10,439 136 B2-UO-G2 N/A N/A N/A 10,495 136 B2-UO-G2 N/A N/A N/A N/A N/A N/A N/A N/A N/A RFM-55W4 Ordering guide RFM-10OW60LED 3000 12,945 131 B3-UO-G2 N/A N/A N/A 13,015EB3-0-0 N/A N/A N/A RFM-SOW48LED 48 3x16LED 81 80 ' example: V RFM-120W60LED 3000 15,302 125 B3-UON/A N/A N/A 15,384 N/A N/A N/A N/A N/A N/A N/A N/A N/A r LED ti ns RFM-150W60LED 3000 18,139 122 EA N/A N/A N/A 18,237 N/A N/A N/A N/ N/A N/A N/A N/A N/A RFM-16OW48LED13 48 3x16LED 161 160 s mod CCs Generation Distr ibuti� Voltage C trots° O tions Finish RFM 170W60LED 3000 20,002 118 N/A N/A N/A 2Q110 N/A N/A N/A N/A N/A N/A N/A N/A N/A RFM SOW60LED 60 52 J Ihull RFM-75W60LED 60 3x2OLED 77 80 RFM-100W 01 0 99 1 i_ RFM 130W32LED K T e 2 NV 120-277V D4115 Zha a-D4i 2C Two clam with 4 bolts BK Black RFM-120W60LED 60 3x2OLED 122 120 RoadFocus 135W440LED14 3® eneration 2 R2S pe II VU 2147-480V certified API Factory installed NEMA label, BR Bronze 2700K LED Lumen values medium 55W48LED12 2.7V 2700K short DALP Digitally ANSI C136.15-2015 compliant GY3 Gray Type Type Type Type Type Type ASYM addressable FAWS7 Field adjustable YP YP YP YP YP YP RFM-170W60LED10 60 3x2OLED 170 170 SOW48LED I WH White Color Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG 108W48LED R2M Type II lighting wattage selector Y Y cY Y cY Y l� Medium interface CSSz•15 Cul-de-Sac Shield Ordering Code Temp. Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating 16.Typical values,rounded. 160W48LED 5OW60LED14 (ASYM) DMGS 0-10VSensor FSSz•15 Front Side Shield D 2700 12,829 100 UO-G2 1 104 B3-UO-G2 _ 109 B3-UO-G2 13,052 109 B2-UO-G2 12,819 100 B2-UO-G3 13,334 104 B4-U 17.As per ANSI C136.15-2015.Consult factory for other labeling needs. 75W60LED14 � SRD' Sensor HSz•15 House Side Shield 18.Rated for+40`C/+104'F. 10OW60LED14 R3S Type III ready driver, LSS 2,15 Left Side Shield RFM-13SW40LED 2700 12,800 95 B3-UO-G2 13,419 99 83-U0-G2 12'851 95 B3-UO-G2 13,023 96 B2-UO-G2 12,790 95 B2-UO-G3 13,304 99 B4-UO-G2 120W60LED14 short standard RSS z•'s Right Side Shield 5 121 B2-UO-GI 6,988 127 297 132 B2-UO-G1 6,781 132 Bt-UO-G2 6,660 121 B1-UO-G2 6,928 126 (ASYM) configuration e 15OW6OLED1d NRC No receptacle ° R3M Type 111 SRD1 Sensor NYBC 4-position terminal block RFM-80W48LED 2700 9,557 119 B2-UO-G2 10,019 124 B2-UO-G2 10,560 131 B2-UO-G2 9,723 131 B2-U0-G2 9,550 119 B2-U0-G2 9,933 123 B4-UO-G2 170W60LED Medium ready driver, 17 ,208 125 B3-UO-G2 12,274 125 82-UO-G2 12,055 114 B2-U0-G2 12,539 (ASYM) alternate OMS Outdoor Multisensor Type4 configuration PH81•10 Twist-lock photoelectric ce11, RFM-160W48LED 2700 16,700 104 B3-UO-G3 17,508 109 B3-UO-G2 18,283 114 33-U0-G3 16,991 114 B2-U0-G3 16,687 104 B3-U0-G3 17,357 108 B4-UO-G2 4000K LED Lumen values 4 T e IV UNV(120-277VAC) (ASYM) PH8/34710•13 Twist-lock photoelectric cell 134 B2-UO-G1 N/A N/A N/A N/A Type R2M Type R2S Type R3M Type R3S Type 4 Type 5 Type 5 (347VAC) RFM-75W60LED 2700 9,538 124 B2-UO-G2 N/A N/A N/A 9,589 125 B2-UO-G2 N/A N/A N/A N/A N/A N/A N/A N/A N/A Color Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG Lumen Efficacy BUG 5 Type V PH8/4 80 10 19 Twist-lock photoelectric cell (SYMM) (480VAC) FM-100W60LED N/A N/A OrderingCode Temp. Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating Output (LPW) Rating PHXL 1•10 Twist-lock photoelectric cell, RFM-120W60LED 2700 13,982 115 B3-UO-G3 N/A N/A N/A 14,057 115 B3-U0-G2 N/A N/A N/A N/A N/A N/A N/A N/A N/A RFM-130W32LED 40 321 63-U - Emil, B extended life,UNV RFM-135W40LED 4000 15,066 112 B3-UO-G3 15,794 117 B3-UO-G2 15,125 112 B3-UO-G2 15,328 114 B2-UO-G3 15,054 112 B2-UO-G3 15,659 116 B4-UO-G2 (120-277VAC) RFM-150W60LED 2700 NLA N- � o PH910 Shorting cap RFM-170W60LED 2700 18,276 108 B3-UO-G3 N/A N/A N/A 18,374 108 63-U0-G3 N/A N/A N/A N/A N/A N/A N/A N/A N/A RFM-55W48LED 147 B2 B RCD'' Tool less receptacle for twist- RFM SOW48LED 4000 11,109 138 B2-UO-G2 11,647 145 32-U0-G2 11,153 138 B2-UO-G2 11,302 140 B2-UO-G2 11,101 38 B2 UO G2 11,546 143 B4-UO-G2 Q lock photocell or shorting cap, 5-pin(optional) RFM-108W48LED 4000 4,702 139 63 UO G2 14,079 133 B 135 B 132 B2 UO G2 14,576 138 0 Actual performance mayvary due to installation variables including optics,mounting/ceiling height,dirt depreciation,light loss factor,etc.:highly recommended RCD73.5 Tool less receptacle for twist-lock photocell or shorting cap, to confirm performance with a layout-contact Applications at signify.com/outdoorluminaires. Consult DLC OPL to confirm your specific fixture selection is DLC approved. RFM-160W48LED 4000 19,412 121 B3-UO-G3 20,351 127 B3-UO-G2 19,489 121 B3-UO-G3 19,750 123 B2-UO-G3 19,397 121 33 UO G3 20,176 126 B4-U0-G2 Q - � x 7-pin(standard) Note:Some data may be scaled based on tests of similar but not identical luminaries. 4000 N/A N/A 8,0 N/A N/A - - O Z N W SP2 20kV/1OkA Surge protector n U e RFM-75W60LED 4000 10,979 143 B2-UO-G2 N/A N/A N/A 11,038 143 B2-UO-G2 N/A N/A N/A N/A N/A N/A N/A N/A N/A d z TLRSR SR receptacle CONTRACTOR TO < BAC 1s Meets the requirements of O01 N/A N/A 13,68 N/A W the Buy American Act of1933 VERIFY FINISH WITH RFM-120W60LED 4000 16,094 132 B3-UO-G3 N/A N/A N/A 16,181 133 B3-UO-G3 N/A N/A N/A N/A N/A N/A N/A N/A �¢ (BAA) BUILDING O - ,'v' Q.. RFM-150W60LED ./A N/A 0 U ' Not available with HVU. 3 Not available with PHB,PH8/347,PH8/480,PHXL,PH9, " TLRSR and D41 must be selected with OMS ARCHITECT PRIOR V 2 Refer to Accessories section to confirm DALI,SRD or SRD1 Driver Options. 3 Failure to properly select the"BAC"suffix could result in RFM-17OW60LED 4000 21,037 124 B3-UO G3 N/A N/A N/A 21,150 124 B3-UO-G3 N/A N/A N/A N/A N/A N/A N/A N/A x< compatibility of shields with optical distribution a Not available with SRD Driver Options. you receiving product that is not BAA compliant product TO PURCHASE AND C o x CQ 3 Use of photoelectric cell or shorting cap is 10 Either RCD or RCD7 must be selected with no recourse for an RMA or refund.This BAC desig- Actual performance may vary due to installation variables including optics,mounting/ceiling height,dirt depreciation,light loss factor,etc.:highly recommended Uj Q required to ensure proper illumination. for this option. nation hereunder does not address(i)the applicability INSTALLATION to confirm performance with alayout-contact Applications at signify.com/outdoorluminaires. Consult DLC OPL to confirm your specific fixture selection is DLC approved. Z 4 Select either DALI or DMG or SRD or SRD1 11 Extended lead-time may apply. of,or availability of a waiver under,the Trade Agree- y PP y ments Act,or a the"Buy America"domestic content Note:Some data may be scaled based on tests of similar but not identical luminaries. O O mandatory option. Consult factory. ( ) Y Y V. r'`'x s lz requirements imposed on states,localities,and other Please note this integrated feature come FAWS table accuracy 15%on these models. W Z W standard with RoadFocus. 13 non-federal entities as a condition of receiving funds Not available with UNV. W administered b the Department of Transportation or Y . P �C :a� 5 Only available with SRD or SRD1 Driver Options. '^ Only available with R2M or R3M distributions. other federal agencies. U 7 Only available with DMG Driver Options 15 1 shield provided per LED light engine. 19 Consult Signify to confirm whether specific accessories o Z O is TLRSR must be selected with D41 are BAA-compliant. a Q Accessories1'(must be ordered as separate line item-quickly and easily installed in the field) a W c4 w Interact City connector node(Contact the factory for additional support when connected lighting or additional services are desired.) v:a Shielding accessories FD U Luminaire Accessory Ordering Code Shield vs DistributionCompatibility C7 w Description Option Cade 12/16 LED version' 20 LED version" JR2M R25 R3M R35 4 5 A W 3 Cul-de-sac shield CSS ACC-LG66V16LED-CSS ACC-LG66V20LED-CSe s s Yes W Z awi Front side shield FSS ACC-LG66V16LED-FSS ACC-LG66V20LED-FSes Yes Yes Yes No Yes O Z F: p asd House side shield HS ACC-LG66V16LED-HS ACC-LG66V20LED-HSes Yes Yes Yes Yes No N x Left side shield LSS ACC-LG66V16LED-LSS ACC-LG66V20LED-LSes Yes Yes Yes Yes Yes O o a U Right side shield RSS ACC-LG66V16LED-RSS ACC-LG66V20LED-RSe Yes Yes Yes Yes Yes oz F O = w w M�- 'Refer to Wattage table to confirm light engine configuration.Example,if configuration is 2x16LED,2 of the desired shields must be ordered per luminaire. (n F z 4 .n W O RoadFocus-RFM-Spec 04/23 page 1 of 5 TM Road Focus-RFM-Spec 04/23 page 3 of 5 RoadFocus-RFM-Spec 04/23 page 2 of 5 J Q Q U w Ue W w �o 'Z U U' O) w W 0 0) m } CO o CO C7 q z o 0 fb z v� E m Lu 0 H- wo as z0 z Z w W O 0� W 2 DC z 0 0U 11 wx ° 3 F a v A 2� L w w A3 0 o a. w C) o Z o 0 3 z A /^ ¢ ti 041 A wo P4 W ° rw >v �'' ° i Ulm w x CAUTION: NOTICE TO CONTRACTOR z i w WAUo Wpw w w O x N O O THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING X A x 56 o a , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET ro w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION A U w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD24 w� z 0 M. l Knowwhatrs below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING AaCall before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.