Loading...
HomeMy WebLinkAboutCC - Construction Drawings L0 Cb GENERAL PRESSURE IRRIGATION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE � CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS N HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. O' 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND W E O 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. 00 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. S o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w � 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) Uj 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY E. AMITY RD E. AMITY RD z 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 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. - PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. J 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE (D C) 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE PIPE ZONE. Q _ 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING SITE J = AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS J SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. ROADWAY(ACHD) 7_711-( E-FQBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL o 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. C/i z BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT ACHD A pro (D � L_ O WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. (D C)4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL E. LAKE HAZEL RD. v ° 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. Q O N Q 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE w MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY TACKED WITH EMULSION PRIOR TO PAVING. Q o ENGINEER. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. Z O O 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE LL ° WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. � W W ° 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. N m > m 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. THERE C N TY M A P W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. NOT TO SCALE (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 AND THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. W IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 13. ROADWAY CONSTRUCTION WILL MDRAWINGSIF(LADSTI DITAND ION)REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD OWNERS REP - SHEET INDEX - Q CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SCHULTZ DEVELOPMENT U SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT MATT SCHULTZ r7i COVER SHEET, GENERAL NOTES & VICINITY MAP ° 208-387-6284. 0 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE P.O. BOX 1115 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MERIDIAN, ID 83680 C2.0 FINAL PLAT BEDS, DRAINAGE SWALES). MARKINGS. 208-880-1695 schultzdevelopment®yahoo.com C2.1 FINAL PLAT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING C3.0 STREET PLAN -& PROFILE - KEYPORT RD / MERIDIAN RD 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE CIDAHO VEYOR C3.1 STREET PLAN & PROFILE -LIBERATOR 0 SEWER MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. RVEY GROUPC3.2 STREET PLAN & PROFILE - LIBERATOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT ARTER P.L.S. C3.3 ROAD SECTION & SEEPAGE BED DETAILS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. WATERTOWER Uf N, ID 83642 C4.0 MASTER UTILITY PLAN2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE 846-8570 C4.1 SEWER LINE A & WATER PLAN AND PROFILE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER AND ASSOCIATED WIRING. C) >_ MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C4.2 SEWER LINE B & WATER PLAN AND PROFILE ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. ENGINEER C4.3 SEWER LINE C & WATER PLAN AND PROFILE 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN CK-ENGINEERING C4.4 STREET LIGHT PLAN U 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS SHADOW JUNGENBERG W MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 1300 E. STATE ST, SUITE 102 C5.0 SITE GRADING PLAN LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION EAGLE, ID 83616 O 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY 208-639-1992SHADOW C6.0 PRESSURE IRRIGATION PLAN U RULES (IDAPA 58.01.16). CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ©CK-ENGINEERS.COM C6.1 GRAVITY IRRIGATION PLAN AND PROFILE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A C6.2 GRAVITY IRRIGATION PLAN AND PROFILE STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. - BENCH MARKS - 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING NAVD 88 DATUM TRENCHING OPERATIONS. CD BEFORE DIGGING, CALL z N o 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. DIGLINE AT 1-800-342-1585 cc N > i 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN TBM 1 ELEV 2716.98' W N 0O of � m of Z THE CENTER OR EDGE OF A TRAVEL LANE. SET %" IRON PIN W/ RED CAP ? o Q N 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION J C 4 a N 9668.26 E 5588.00 STANDARDS OR TIME IS A CRITICAL FACTOR. z <n c' w oCD Q 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W Lj C3 = o � � V � m m o w i ACHD STANDARD REQUIREMENTS Q w w = QJ � 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND o v o L_ o STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Plans Are Accepted For Public �s�oN�s & Fti DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: $ �i T wbrk AND Street Construction Depubmit ouilnbCa truadanempromontal"eolllaadane By stamping and signing the improvement plans, the Registered [Nil Engineer ensures the District that the plans conform to all District 94 1 2 policies and standards. Variances or waivers must be specifically 07 16 21 16.,y } and previously approved by the District in writing. Acceptance of the STa PLO improvement plans by the District does not relieve the Registered SOKIN���P Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C1 . 0 Lo 00 Ln I N --........- - - - --- 1 O O 00 � z 3 PLAT SHOWING 0 SURVEYORS NARRAJIVE: Q w W. AMITY RD. PRE VA IL SUBDI VISION NO. (? THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE � S25 S30 PROPERTY CONSISTS OF TWO PARCELS AS DESCRIBED IN THAT WARRANTY DEEDS INST. NO, w S36 S31 A PORTION OF GOVERNMENT LOT 1 OF SECTION 31 2021-076295 AND 2021-083525, ADA COUNTY, RECORDS. THE SUBJECT PROPERTY IS ALSO Z SHOWN ON ROS NO. 10125. THE PROPERTY IS ADJACENT TO PREVAIL SUBDIVISION NO. 2. CP&F #103052681 T.3N., R A E., B.M., MERIDIAN, ADA COUNTY, IDAHO MONUMENTATION FOUND ARE IN SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN J 202 ON THE RECORD OF SURVEY AND WAS HELD AS CONTROLLING CORNERS FOR THIS PLAT. (D CD I Q J O LL I U � f Z � / (. I� CD UNPLA7'TED - - � � - � f f � U . - - ~ N89'39'29"E 1104.9fi'N89 w f _ ,_ � N Q LLJ 37 f, 'I d i!1�0NWni!r 73 1Il1i II!rMzN�•7 nr0+i°I{+�`�J 3�4 2 //•/�///�'/'r�f^2C eW'�r 7 r-N__ C 7- -a�III 02�II Noa _ I I I I23 Cr I 03' C13 •�.L6'NB9'3929E 110.90- 'CG 1l [3Y AWCam, O O n Q 25.00' w' BLOCK 9 o � 23.50N89'39'29"E 706.25' a w�12.0 - _ � m vI I• . BER . L . N89'39 29-E 847.44' - E _ 23.50 CQ)� I _S .7 S78'1 V170E 32-0.53' 460.91 6 . 0 o " 8 0 - '_ _ _ _ _ � _ _ _ - Ful 48.05 C9 N893929E 282,87 c1q N8939'29„E 355.80' 0fl 500 fiO.00' -5flA0 r60.00. - _50.DO 60A0__ , 25.$0 32.$7 50.00 _, _50.00-, _50.Ofl_, -SO.00_, r_5O. _� i p [V m m N BLOCK I IBLnC� 5.O 5C8 C18 C16 I _ Iz 12 z Z Z 1r3d 1 I I Z v 0 a I � a d a 0 d �Q � Zd REAL PONT OF BEGINNING zi to tj a � o LL-I a v Q a o w Q 2a d o d o O o i d 2 Q 2o O O 4 p a d33 A NW CORNER OF LOT 1, BLK 1 � 0 0 a 0 a a{OF PREVAIL SUB. NO. 1 3 ,` QW a 1 2500' IIL_5� 23.50' 23.50' 1 1 1 i i f ' I L___-- _ _-� SE COR0SW CDR 16 15�/ f I I I I I - L1 --- Lr-- - + Lw J L_ - L- -J -J L-_ J L_ J Lam- -J L J L �. -J L_ -J L- L� JGOUT LOT 1 N89'39'29'E 118.45'-- 77.59� 50.00'� 50.QO' .00' 50.00' 50.00' 70.00'F 7flA0' _ 60.00' SO.00' SO.OD' S0.O0' 60.Q0'-- SO.00' 101.80' GO1�T LOT 1•. ..._ _w. _w r _ PLS 7729 �130.fl1'" __ w w BLOCK 1 S89"39"29"W 1105.99' BLOCK E Uo ]8 19 9 21 22 23 24 25 nl 15 15 14 13 12 11 1fl I m� m 11 z I PREVAIL S U827IVI5I171V NO. 2 N 0 Wz�IA dOTES LEGEND m N 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, WHICH D 31� W STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, CURVE TABLE ! SET 1/2 IRON PIN PLS 7729 Q PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION CURVE RADIUS DELTA LENGTH CHORD BRG. CHORD DIST. 0 SET 5/8" IRON PIN PLS 7729 N # vi WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION 55.pC3 3Q0'29'27" 288.45 S17 04'29"W 54.59 FOUND 1/2" IRON PIN PLS 7729 Q • o SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY D m N AGRICULTURAL OPERATION OR APPURTENANCE TO IT.' UNLESS OTHERWISE NOTED C2 55.00 7739 45 74.55 N51'30 39 W 68.97 FOUND 5/8" IRON PIN PLS 7729 D 2. IRRIGATION HAS BEEN PROVIDED TO THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE 31-3805{1.13}. THIS C3 55.00 51'2436" 49.35 S63'57'11"W 47.71 0 UNLESS OTHERWISE NOTED SUBDIVISION 1S SITUATED WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. IRRIGATION WATER WILL BE & CALCULATED POINT I DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION C4 55.00 43*32'17" 41.79 S16"28'44"W 40.80 I 0., ASSESSMENTS TO SAID DISTRICT. 0 LOT NO. q 32 '47" 31.4$ 52141'i8"E 31.05 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME C5 55.0047 -- -- SUBDIVISION BOUNDARY LINE OF THE RE-SUBDIVISION. C6 55.00 34'21'38" 32.98 S55-16'00"E 32.49 I 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION C7 55.00 56'47'24" 54.51 N79'09'29"E 52.31 LOT LINE REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THUS PLAT. C8 55.00 3'56'02" 3.78 N48'47'46"E 3.78 --- SECTION LINE CPdcF #103052680 5. LOT 36 & LOT 37, BLOCK 1; LOT 1, BLOCK 9; ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED C9 21.00 42'49'44" 15.70 S68'14'37"W 15.33 RIGHT-OF-WAY LINE 1/4 _-_ -_• BY THE PREVAIL SUBDIVISION NO. 3 HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. ALL COMMON LOTS ARE Safi S31 SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT CIO 50A0 12'09'14" 10.61 S84'15'S4"E 10.59 _ _ - - CENTERLINE 6. DIRECT ACCESS TO S. MERIDIAN RD. IS PROHIBITED. C11 26.00 3410'30" 15.51 S73'15'17"E 15.28 . ....................... . TIE LINE C12 20.00 59'06'50' 20.63 N60 86'04'E 19.73 7. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION 24400' EASEMENT DIMENSION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT--OF-WAY. LOTS 1, C13 55.00 116'39'01" 111.98 S88'5V09"W 93.61 BLOCK 9 CONTAINS A PRESSURE AND GRAVITY IRRIGATION LINE EASEMENT AS SHOWN. A TEN (10) FOOT WIDE -------------------- EASEMENT LINE, SEE NOTE XX PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR LOT LINES. A FIVE (5) FOOT C14 13.00 57'32'11" 13.05 S61'34'26"E 12.51 WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT LINES - - - - - - - - - SIDEWALK EASEMENT LINE SEE NOTE XX SG AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT. C75 13.00 57'32'11" 13A5 5fi0'53'23"W 12.51 N � " � " - - - -- STORM DRAIN EASEMENT LINE, SEE NOTE XX � o '� `:'`• rn C16 55.00 111'41 46 107.22 N87'5811 E 91.03 -4 8. A PORTION OF LOT 1, BLOCK 9; IS SERVIENT 110 AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. Z r� o THIS LOT IS ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT 11' 1 7 7 G 9 0 C17 55.00 100'23'40" 96.37 N82'19'08"E 84.51 PRESSURE AND GRAVITY IRRIGATION EASEMENT, rn RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND ❑ " SEE NOTE XX cn I � INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE MASTER EASEMENT'). THE MASTER C18 55.00 11118'06" 10.85 S41'49'59"E 10.83 .M a' 6) 9TF �Ip� EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION W N .0 U J L G. ai 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM C19 21,00 54'09'35" 19.85 N63'15'44"W 19.12 ? wcn o0 CRY �, C P� WATER DRAINAGE SYSTEM, Q CD w W CCN Co D 9. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE LINE TABLE Z c' n Z , ,, � Q HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. LLI ' ' c" u °' LINE BEARING LENGTH _ m 10 60 180 L1 S58'O6'40"E 24.23 V m o SEE SHEET 2 FOR LINE AND CURVE DATA TABLES z 0 30 120 L2 SO'37'56"W 15.00 ., L3 545'20'31'E 28.28 SEE SHEET 2 FOR DETAILS � = Q i; SCALE: 1 = 60 o u o 0 L4 S44'39'29"W 28.28 BOOK PAGE L5 N89-39-29-E 8.34 IDAHO L6 N8939'29"E 8 91 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 21-025 (208)846-8570 P:/Prevail Subdivison No 3 (Prevail North 5ac) 21-025 dw /Plat Prevail Sub No 3-21-025_PLAT.dw 8 4/2021 11:45:22 AM SHEET 1 of 3 GROUP, LLC SHEET C2 . 0 LO 00 .10- M KEYNOTES N OSAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR PER ISPWC & ACHD SD-301, SD-303 AND SD-806. ( ) �7 O REMOVE EXISTING ROAD BARRICADES, AND REUSE 2 IF POSSIBLE/NEEDED. 00 O INSTALL PEDESTRIAN SIDEWALK RAMP. RAMP TO NOT EXCEED 5.00% SLOPE. O 0 30' 60' ENSURE 5 FT LEVEL LANDING EVERY 20' MAX. (n 0 3 60' Q W I O4 INSTALL 17" WIDE BARROW DITCH ® 4:1 SLOPE SEE DETAIL THIS SHEET. w SCALE 1" = 30' SCALE 1" = 30' z OINSTALL 22' SAND WINDOW FOR BARROW DITCH. SEE FRONTAGE DETAIL J THIS SHEET. O INSTALL ROCK CHECK DAM PER DETAIL THIS SHEET. 0 O Q J O 0 O7 SAWCUT EXISTING ASPHALT & DEMOLISH EXISTING ASPHALT ENTRANCE. J REPAIR PER ISPWC STANDARD SD-301, SD-303 AND SD-806 IF NEEDED. Q OINSTALL 10' SIDEWALK (TYP) PER ISPWC AND W ACHD SUPPLEMENTAL SD-709. CENTERLINE INTERSECTION OF I MERIDIAN RD. & AMITY = SEE SHEET C3. z MERIDIAN RD. I STA: 0+00.00 I i i it i i i i i I I l I l' 4YY I I 1 9 INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. - O - I - - - - - - - - - I- - - - I ! i i I I I i i i i /I o I I i �/I►; ;4''I �I I O INSTALL REUSED BARRICADE FROM KEYNOTE 2 IF POSSIBLE. r 11 % I i ► CD � �I I 1 I II Ij IIII 111 �rnJ U 13+50 13+00 12+00 11+00 I i 1 it II i1 / l I I M t 1 I IIII �11 ►�I v O O I I I \ / / 1 / r` `n I I 1 11 I IIII III - I4 IJ I I \ i + C. 1 � 1 / /�ilf I j C_I Q �I { I 1 \ / / 10 / 11 I I I I I I / 7 I I I h 1 \\ / d U / o l I� / l I II IIII I{li LU STANDARD STREET NOTES: I Ica I `� I'n l l ► I I 1 O i � i � �� I li it rill ►'► I � (38.52EP) (39.15EP 39.93E (40.48EP) (41.12EP) - 41.46EP) I ► l0 1 \\ / T M I / I I I l I 1 1 1/1 1 I 1 I - I - -I / _ - T - - - lo+ HC 1 \\ cv I / j / I I 11 I I 1 I I 11 I 1 I O Q `\ EP 38.67TOP \`�`5 95TQP�_ - - - - - _39.83TOP` \ 40L 2TOP 4 ��D4T4P 41.38TOP 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD ` G EG E EG EG I I I I 1 1 1 1 \ I I I / / I I 11 IIII ?) ` / I I I ,111 � I I ► SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. W 38. Q 37.40BOT 38.24BOT 38. BOT 38.68BOT 39.23BOT 39 63�f1T_ I \� I 1 ► 1 1 \ / I / I / / / I I I I I IIII I_J-I -`-- - - � 1 -� - `( - - - _ __-- �' I I I 1 2 1 1 1 ► I I l / / I I I I I II�1� - -�- - - - - - - - - \ I r / / I I �I I I I I 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 00 \/ 3Q.94BOT �' �\ �^ ! I Z - I -I� Q (V 1 I I I / / / / I 'I I I II I j 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES O PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID \ I d �, `` I771 1 / 1- �_ - \ N , I _ ��,� I 1 I I I 0+97 r I 1 19 I I 1 ► INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS 38.69TOP �39.21TQP 439_92TOP 40.97TOP 41.38TOP ,- \` __ Z I 1 I I I 1 I I I / I I I NOT ALLOWED AND SHALL BE COLORED 'TRAFFIC YELLOW' I I ` '-- --- ---------� ! �\°` �' I _ � O 1 1 \ 1 _ I 30.07 CL I I / III I I 1 I► ) W O 5 --___- __-- �3 I I _ =0 0 0 S KEYPORT AVE. o I o '1+00 / 01+ .50 III II I I�I I N o J I I / / I 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR 3 2 6 --_ 0 1 �tij EP (� 1 1 \ - ^ I + I / 1 I - I 3 I I I 39.34SW \ 40.O6SW -_40.42TOP 41.10SW 41.50SW I ► I V - C' I I \ 0 75 I / / II I . I,I�II ------`\ `� \ - o \ ► ;L I +O I 1 I tl+33r50 / / I I I I;'II FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED -�-�_ -_ - --�� - - - - - - - - - _- - - --_ - 1 I _ Z I 2 II 4.691 CL I I 2 .18 C I 0.741CL / / I ' I 1 \ - \ ---__ 40.40SW ---_-__-- 9 I 1 1 I \ I I I i 1 III I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY 39.29$W ` 39.51 SW 40.24SW --#( 58�V1L_ 41.28SW 41.68SW I I 1 / _Ii� I ~ m 1 I \ I I I I / / III , I I I I \ I A I, // I (n I 1 I ' I I NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC \ ?) �. �, \ \ \ 1 I 1 /1 I I / / I 1 \ \ 1 I �I I I / ► I I I I III I 1 1 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. \ �S Zl nZL t �� \ \ 11 I III h l l �u�l 11 / I I X N ` ------ _ 8 -- -------r1----- \ I I I Al 1 11 I W I I I I I I --____- --- -- \ I I 1 Ii ,`L 1 -� 1 I - I i I I 1 I i IIj 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION 42`39FG �.�9FG s= -- - - 43.11FG- - -- - - -�383f - -- - - --44.16FG- - - - -- 44.40FG \� III 11 2 I 1 I 1 I , 11 I I II I I 2) \ J \ - - - -- - - - -- - - - __-- - - - - I I I FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. e \ \ -------- 41.35SNV // ' I II 1 1 I I I I / I I I I I I I I I I I m l I I 1 I 1 I _-LI I -- 1 1 I c� ► I 1 o I c� - 1 I II rj I j / j I j I III 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. O \ I I -- -- --- 40.00FG 41.11 FG� I - I N Co 1 39.00FG `\ _ --- VVV \ I 6. - �---------�� \I I I / 1 1 01 I C I I ca IIII Ij1I IIIII I I I I I I I � I � 1 1 I I I �i I I I / I I 1 I ► I I o 1- I I DI I 1 III 1 I � ALL CURB ON LIBERATOR IS ROLLED CURB PER ISPWC & ACHD DRAWING SD 702 I I\ I I I I I I I I I I I I 1 I I N I I I I I 1 1 1 III 1 I I I I 1 - - I 1 I I n l o h I I I II I I ALL CURB ON KEYPORT IS VERTICAL CURB PER ISPWC & ACHD DRAWING SD-701. I - -- I 1 I 1 I ' r to I I I 1 I I 1 �1 I I I I I N I + 1 lb 1 O 1 1 I o I o I -' I I ► �'1 11 I I I 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS TRANSITION FROM V JRTICA� TO � o I 1 I 1 I I I 1 / I I 11 1 1 I III ► OTHERWISE CALLED OUT. ?j co N N I I I 1 I I I III /I 1 I I I I ROL�ED CIURB T,HROU H RETURN I r 1 I I I I I I III I I i I I I I I I1 M w , I I I I I / er I r` I M un (0 ,i r- N N M d h cn o I I IIIIII III I II I / --- N 1 t� ; 1 I I I I I Q / �v N I r�� ,� I I I I I I �1 \aY \ \\\ I\\`� ♦ / / .� /// \ ``. N\ �C� I I I, l 11 1 II 11 I c^�l I N N �j N N N N N N N �M l SEE SHEET C3.2 - W L� 1 7' O � � O Q_ 25'-0" w 80'-0" 15'-0" z KEYPORT PROFILE � '� -0+25 0+00 1 +00 1+34 4:1 SLOPES 2740 2740 Q w � � Z Ln o I SIM TEK FENCE ^ II 15' I 0 DROUGHT TOLERANT PLANT SPECIES I 10 FT WIDE CONCRETE FPq� Sj AND/OR ASTM C-33 WINDOWS IN INVERT. PATHWAY 0, q. CHECK DAM DETAIL BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. 5 0. � / Sq /x� f39 -0" 9� Slop FINISHED GRADE OF 2735 // �x�`�so\\ 2735 - NTS - �P� F RESIDENTIAL LOT / •19 EXISTING EP ±20.50' MERIDIAN RD 3.00' MIN 7.00' t3.00 7.00' 10'-0" .00' / o� I� o r7 0 �^ I / CD O +r- V N p / � +N ACV O z Y I' O p m W pCVj U U ^ m cc rn _ III-1�._ ^�, (D CONCRETE SIDEWALK (TYP) PER ISPWC AND EXISTING GROUND o c^.1 N MI z 6" OF 3/4" GRAVEL ACHD SUPPLEMENTAL SD-709. SIDEWALK / m 2.00°1 W 10 _j SHOULDER ELEVATION MUST MATCH CENTERLINE " 1.T5% Z N o I o ELEVATION OF THE ROAD,OR BE f0.5 FEET 2730 / 0 2730 Q w o N w Of U) r` o � GRAVEL SHOULDER FROM CENTERLINE ELEVATION. �' c~n � w TO CONTINUE TO BOTTOM i Z z Uj PER ACHD DETAIL SD-05. STORM DRAIN NOTE: / BARROW DITCH STORAGE CAPACITY / i a a �' SEE PLAN VIEW FOR IS 17.50 CF PER LENGTH FOOT. PER THE SOILS REPORT BY SITE CONSULTING O / U r2 r m a SAND WINDOW LENGTHS. DATED FEBRUARY 28TH, 2021. GROUNDWATER IS m o M EXPECTED TO BE 120-130 FEET DEEP AS NO o C4 . W o SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. +r` `°' FINISHED GROUND z WATER WAS FOUND IN THE TEST PITS. IF O N U w IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, m Q w J CLEAN PITRUN CAN BE USED AS BACKFILL. GROUNDWATER IS PRESENT, CONTRACTOR IS TO CD m = Q CONTACT ENGINEER OF RECORD AS SOON AS o U o � o POSSIBLE Plans Are Accepted For Public DESIGN INFILTRATION RATE= 2" PER HOUR. 2725 z 2725 Street Construction s ONAL c EXISTING MERIDIAN ROAD W/BERM PER GEOTECHNICAL REPORT, CONTRACTOR TO PREVP\�%�% 0 \STE F/v EXCAVATE BOTTOM OF SAND TO NATIVE, a . By stamping and signing the improvement plans, the Registered `< NOT TO SCALE NON-CEMENTED SILTY SAND OR BASALT ROCK. Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 941 2 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered s 7/16/21 0 Engineer of these responsibilities. 0 TATE OF \oP� P S. KIN��� 2720 2720 BY DATE -0+25 0+00 1 +00 1 +34 ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 LO 00 Ln N � N W E co O O -- - __ GIR - - -- -_---- ' --- �.� GIR EG EGLij Lij _ -- - \ l I -------- ----- ----- - ---- \ 73+022.7�-_ GIR ----- GIR SCALE 1 = 30, JURD�9:,l�' I ZD UL-DE-SAC STA: __________ - _ _-___,___ ______ 2j ----- (�r / / -------------------- oo - - = = ROAD CL STA: 0+69.49 9 _ DLVVIi �= p p - __ 0 un U c� ��\ c� _ c� n c� - n `n U J J ___ _ J__ J '-_ -_' --_ - - -- - - - - - I, LO - $ _ � ----__-- LO _ u_, KEYNOTES J 0 �� N r7 N -__-_ -_ '-_ pr) N - r7 N N O - O p �' p O `` W_ -_ O -___ -__� N r (O _ - H ~ F- o c0 N - _-__-___ Q `� - ,�j r7 ao r� _ r7 _ _ r7 N r� __ _ o� co co � n + 2 + p_ _ < cD 0 \�- o ± -''--_ ± - -'�\ �` c+\i _ c+\i M N o � o a; o --__ 10 - M _ _ ---__ TRANSITION FROM ROLLED TO VERTICAL CURB THROUGH CURB RETURN. --- -- -__ - + + + + -___ + --- - ------- ----_-____ O VERTICAL CURB TO BE INSTALLED ON KEYPORT, ROLLED CURB TO BE -- --------- '- -___ ______ - - �_ \ -- -------- ---- ----_-_-_- 1 INSTALLED ON LIBERATOR. LJ� I ------ ------ 1� __ 2+72.73 2.00'L \ \ . '-- =' -_�- ' N R48.00' 36.08 TRC _ - ------ \' _ _ _ - 6 ------ - --- ==---- - --------- \ m O INSTALL PEDESTRIAN SIDEWALK RAMP. RAMP TO NOT EXCEED 5.00% SLOPE. Z Tl�+00 2+79.69 2.00'L -- `\\` - '--_ -_`-` ---p�- _ - -- ----- 2 _ __--___-- __------------_- --- N ENSURE 5 FT LEVEL LANDING EVERY 20 MAX. O W I 1 I I I i i i / 15 TRC ---- - --- 0 36.00 TRC ---------------------------------- _ --- 7 --- __----- -_ ----- U / E. LIBERATOR CT. w \ 1+42.37 2.00'L 37.06 CL ''- 1+00 _, 2+�00 w � '� -- - --- 3+00� g - 5 _ --- `•4+00 _ ---_ � ---------�_- m CATCH BASIN #1 - TRC = 2730.51, 12" INV. OUT = 2727.60. 'r- PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV (n I I I I ► - - - I o - ` I ---`- _ - �I ---- -- --f.-L�BELN. O O = 0 3+12.01 3+42.69 �3+79.19 4+15.69 4+46.01 __-- -- __ _,\ - (Q25=0.70CFS, Q100=0.97CFS) �N '-- --------- _ 4 -----_ ----- ----------------- 0 w31.08 CL 30.59 CL 30.59 CL 30.47 CL _ -- I I _ --_ --_- '- O4 INSTALL f23LF OF 12" C-900 ® 0.43%it 1 Q - ----- _ - 3 `-_ ------ _ _ CD 1 '- -� _________ `�___- -'--___-`-- _ ---------- _ _ - -10 ''--2736 ----- ------------- O CATCH BASIN #2 - TrC = 2730.63, 12" INV. OUT = 2727.50. J ----_-__ _ -- ____ o 0 5 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV LL \/ I III I I I I I 51� '1� '__-_ c� c� - c5 -'2738. Inn (Q25=0.42CFS, Q100=0.59CFS) W W I III I I I I I I \�J�1 (n (o co __ `2 ~ ----- '---------- LLJ MM I I I I I I I I I I �x N / N N N , - a, ''27 W0+39.09 2.00'L N (o ao �' co "' ao �' / o rn N co 34_-_� / r i N o N - _ o ,ri c.3 O INSTALL t8LF OF 12" C-900 C� 1.25% CD 1 I I I I I 35.71 TRC r7 Q' rn `�' �, n / rn n M r7 o, �' " ---- I I III I I I I 1 I U p + + + + / + N`\ N -�2733- �+-------- o 0 0 I o ' �\ `---- cfl co --- I I I I 34 I 1 I - ------------- I ro III I I i I �; ; �`----_-____ _-` -- - �, ___ �_ �, -----_ O INSTALL 1-1000 GAL SAND AND GREASE TRAP #1. SEE DETAIL SHEET C3.3. W 1 N �_� -o 1 2732- 7 RIM ±2733.00'. 12" INV. IN 2727.40', 18" INV. OUT 2727.20' Z j I I I I j I I j I CUL-DE-SAC STA: 0+00.00 ` --_-� o -- - - --- Ii ROAD CL STA: 0+69.49 --_ + < + ___ INSTALL t1OLF OF SOLID WALL 18" SDR-35 0 0.00% SLOPE. O 5LF TO EXTEND INTO SEEPAGE BED. 1 \ \ \ \ I \\\\ \\\ \\ \ II I ���� \\ SEE SEEPAGE BED DETAIL ON SHEET C3.3. . Lh3 I II \ \�\ ,I - BLOCK 1 -----' \\ - --- \ \ I ` \ O INSTALL SEEPAGE TRENCH #1 12'W x 1VD x 39'L Q / III \ \ \ I I SEE DETAIL ON SHEET C3.3 \\ 30 29 28 27 26 17 18 \\ i i j 33 i 32 31 10 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 SEE SHEET C3.0 STANDARD STREET NOTES: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD LIBERATOR PROFILE SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. W 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 0+00 1 +00 2+00 3+00 4+00 5+00 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES � 2750 2750 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' c 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR Q FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC LJ-I SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. M 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION Z FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Q 2745 2745 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. 6. ALL CURB ON LIBERATOR IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 ALL CURB ON KEYPORT IS VERTICAL CURB PER ISPWC & ACHD DRAWING SD-701. 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE CALLED OUT. 274000 2740 ply - - - + - O N - fn M p & O CD - - - `XStX�`o' LAJ cn �I a J FINISHED GROUND / / / / / o��`'��S�P J o 0- 2735 Q 2735 z N CD Z N Y o f O CD to O IU Nr� MM �� MM �r � o � (0 LOp M m MN NO r-n L6g5+ PO (66 Q - - - - - O r'')N N N z Y p - - - - - - - - - O] = Q W ~ J �_ EXISTING GROUND 0.40% -0.4 % -0.40% 2730 2730 ,\oINS A L F,vc Plans Are Accepted For Public Street Construction 9412 By stamping and signing the improvement plans, the Registered 7/16/21 STORMM goo Engineer ensures the District that the plans conform to all District 0 s",r P�° STORM DRAIN e of�° P policies and standards. Variances or waivers must be specifically ti��S. KIN��� and previously approved by the District in writing. Acceptance of the 2725 2725 improvement plans by the District does not relieve the Registered 0+00 1 +00 2+00 3+00 4+00 5+00 Engineer of these responsibilities. SHEET BY DATE C3 . 1 ADA COUNTY HIGHWAY DISTRICT LO 00 Ln N I I N -`---------- \\\ M \\-- ---_-_-_--_-_-_-----�� \� � E 1 _ __ '_ \ I I _/___ / ��' // / Q 1 _ _ _ \\ __-- _--------/'-�-_ --1 \--_____ ------ --__- `-' ' // i,/ C\ \\\\��\\� \I I \ // 1\_ \ \' -_-------_-_-__-- \\\\l l 1 ---------------- / / / \ \ \ 00 EG EG EG \ G G / \ 1 \ J I-_/ "' -_ -'\ -I q 7SQ,�S�Q�2�__E �'� E - _ EG _ --�- - EG %'_ _ y — ---U--- --- GIR------ --- ------------------ / � ~ ---- -- i / // \1 � \ /II in a? 1 / / / // / / 1 1 1 \ I I I W _ GIR-- GIR _ _-71,- GIR s! IR- ------ sin - / / / / ——————————————— ——————1 — ——— ------- / r + N� �' 1 0 30' 60' 00 U J / ______J J / J // / J '/'/ / /'- / / /////// '/ -- c\i ~ / in/ / / / / SCALE 1" 30' \ O ___________________ O O O �f O //// O // // //// // / / / O U / _ U \\ U U � U � U U U U ,///\/ U // / / J J c0 \__ cD cD ----------------- O O _ // / // + N// _��',/ QOO' M O CO /— 9 (2 / / , / Ur U -- U—_ U O M --____ M L M � M M 00 O) O ---_ O O M _-- 0 Cal — O OR r C. c0 N t0 1 / /// / I O oM N _________ ___________`_________ _ _ _• allo N N a' N ' oM N N N i/'/ / /// 1 1 I / / + + ------ - --- _ 00 -- _ --- --- __== ___---_---_-- - -_- ___________ _____= ___- _-------- _----_- -\ -_ - '__ /' ;1 , I I KEYNOTES J O 1'��10 O INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. 111111 _ o ------____--___---- --_ ---_-_-_-_-_-_ _ /'%' %�'��\\\ p /'/// // /'/I .''�',j 19+10 12 01 INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES W ----------__— __ --- '- -- __ _ _ --__----_ ___-_ _ _ - I / 2 "ROADWAY TO BE EXTENDED IN THE FUTURE" Z of _5 _ ---__ ---- - * ----_�--------- �I- J / / / 9+06.091 / /' --- - JT—_ `'N _ _ _ -- _ _ _ 0CL _—_——_____—- - - •E.-L-IBELN. - o__ o -�__ -------- -__ '� _____ 7+52.69 � '/'/ /// /' / /' 8+42.30 � .- I /----------- ----------- - ---- -- / / 7+78.49 / /3+79.19 4+ 4+46.01 _----______ ------------(/� __ ---____-- _____ - 2925 CL/ ' 4 29.35 CL �3' / 30 L , �� 30.77 CL I - / ,30.74 CL ------- 30. 30.47 CL ---- __ , ,� / \\ �// _ ___�/ Qp / // CATCH BASIN #3 - TRC = 2729.17, 12" INV. OUT = 2726.25. U ------ --------- ------------- --- NTAL DRAWING SD 604A TYPE IV --- -- ----- ----- _ _W ------ _ -'- ---------------- ------- - ------ ( ) - LLI • \ 3 / ,r--t - -_ /'' / / / // ' Q25=0.67CFS, Q100=0.93CFS \` - - __-___ ---______ ---------------------------- --------- _ � � O INSTALL f29LF OF 12 C 900 ® 0 34%--------- 2736•---__ ---------------- - o -- _ __ ---------- ----------- ----- �li Uj - ------ o ----------- o U LO -------- --- U `n --- c> U'? / / / CD ,r, -2735. �, � U �? 6 t / \ / // cb /' / O CATCH BASIN #4 - TRC = 2729.17, 12" INV. OUT = 2726.15. __-- I- - \ ~ - // ' �' ' PER ISPWC AN ACHD S � cn � co � co - .. -__ _ SUPPLEMENTAL DRAWING SD 604A TYPE IV ____ --__ rn _--_— M M _________________ M—___—_ M --_—___�� v O� N CD / / / /' U I� cD c�D ' ,n 2734-` N o Oo ( 25=0.70C Q100=0.98C ) LL ,� o �, Q FS FS O CD N N /' /� / / // N /' O O �j /' / _ O `` OM In _--_—_----- M M N Op N N O N N / / N / / / / O / / 00 L_j —Id ---- co % rn /' / ' /' �'' rn U , U ", - ___ ____ / //O�j // // ,/ PO /� // // O INSTALL f2LF OF 12 C 900 ® 7.50% M n ___ r7 __ __ (� / O o -o oN 273 ------- -_________ __ - GAL SAND AND GREASE TRAP # . SEE DETAIL SHEET C3.3. rn rn 2---- / - ----------------- - /, -i/ / ___ °+° /' ,// c� � �/' /'/ i � � � , INSTALL 1 1000 2 o � D oM � '------_-2731•----- ------------------ ----_- ���'-- / '/ /'/ / � � /' // //' RIM t2731.00' � ` + m + --------------- M--- ---- M -- ------------2730 ---- ------- - -- ----------------- --- -------------- _---' / / /\ ' / rn 12" INV. IN 2726.00', 18" INV. OUT 2725.00' -- _ _- / � a,+ INSTALL f10LF OF SOLID WALL 18" SDR-35 ® 0.00% SLOPE. BLOCK 6 ' '/ '/ i L'� / , O8 5LF TO EXTEND INTO SEEPAGE BED. ' _ /' /' ' / / // / SEE SEEPAGE BED DETAIL ON SHEET C3.3. '� ----- 2729- - _ INSTALL SEEPAGE TRENCH #2 12'W x 1 VD x 47'L W SEE DETAIL ON SHEET C3.3 Z � SEE SHEET C3.0 U 1 0 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 CD 1 STANDARD STREET NOTES: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD LIBERATOR PROFILE SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. W 4+2 5 5+0 0 6+0 0 7+0 0 8+0 0 9+0 0 9+2 5 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES 2750 2750 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID � INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' c 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC W SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. EXISTING GROUND 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION Z FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 2745 2745 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. ' \ 6. ALL CURB ON LIBERATOR IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 ALL CURB ON KEYPORT IS VERTICAL CURB PER ISPWC & ACHD DRAWING SD-701. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS - � OTHERWISE CALLED OUT. 2740 - - - - - - - _ _ — 2740 \ Q) o LLJ Z 00 17 M 2735 \� \— — — — — 2735 C7 � L N Q — � N � — � zCAD N � o � r- o = LIJ W = O U O N') _ O n O U c0 O O r ♦� OM m +O I ON V r I m O)lf) �M I (D z p (D �N +� I Q L� � W N r,N 0' = Q J -0.40% M M o v r) � o _ 1.12% \oNAL 7 0.40% � 7 Plans Are Accepted For Public 530 S \STE Ftic/ 1-1 p � FINISHED GROUND Street Construction By stamping and signing the improvement plans, the Registered 941 2 Engineer ensures the District that the plans conform to all District 7/16/21 policies and standards. Variances or waivers must be specifically sT �o and previously approved by the District in writing. Acceptance of the cry TE OF\0 ' �P improvement plans by the District does not relieve the Registered ��S. KIN�� 2725 2725 Engineer of these responsibilities. 4+25 5+00 6+00 7+00 8+00 9+00 9+25 SHEET BY DATE ADA COUNTY HIGHWAY DISTRICT C3 . 2 Lo 00 Ln v- i NOTE: N NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. �. REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF SP-3 0.5 INCHES OF ( ") MIX, 2.5" PG58-28, 4" (4") GRAVEL AND 14" (6"-MINUS) PITRUN. SEEPAGE TRENCH. Q 50' SEE TRENCH DATA TABLE - THIS SHEET Q 00 5' FROM END OF TRENCH Z R.O.W. R.O.W. 12" IN FROM / 1 / 1 MONITORING TO ACT AS MARKER O 47'-0" CATCH BASIN #1 1 \ WELL "A" cn 33'-0° MONITOR WELL J MONITOWELL BRING = w PER ACHD SD-627 7'-0" 16'-6" 16'-6" 7'-0" ~ z ° ° ° ° ° ° ° ° ° _° ° ° ° ° ° ° ° ° ° ° _° ° —fl m J 2'-0" 5'-0" 2' 14'-6" 14'-6" 2' S'-0" 2'-0" ° o ° ° ° ° ° ° ° ° ° ° o ° ° ° ° ° ° ° ° 0 18" OUT TO O o _ F SEEPAGE S(pgp F1�C I 21 Sip E TRENCH #1 18" PERFORATED PIPE. Z Q f 2.00% SLOPE 2.00% SLOPE O SEE DETAIL 4 THIS SHEET. 4J J MPX G�� 3.1 MAX INSTALL SOLID CA=ATOEND J C) 1 S�GPE S4 61"CUT SAND/GREASE TRAP PLAN VIEW PERFORATED PIPE — v LID AND/OR SDMH LID MONITORING WELL U U EXTEND BASE MATERIAL 6" BEHIND 4" OF a/4" MINUS TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM CRUSHED GRAVEL CONCRETE SIDEWALK PER HS 25 RATED STRUCTURE FINISH GRADE OF 2.00 FOOT BELOW FINISHED GROUND, PER ACHD SD-627 CURB (TYP.) ISPWC AND ACHD w W (TYP) (� SUPPLEMENTAL DRAWING LID TO BE FLUSH WITH TOP OF SIDEWALK AND CURB. 10" OF 6" SD-709. FINISHED SURFACE w z 6" VERTICAL CURB AND GUTTER MINUS PIT RUN FG ±2733.00 NATIVE BACKFILL TOP OF TRENCH PER ISPWC AND ACHD V SUPPLEMENTAL DRAWING SD-701. 2Y2" OF ASPHALT PAVEMENT — — — — — — DRAIN ROCK SLOPE% MIN. �� I I v LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 2727.30TOP MAY BE OVER PIPE (�") ' Q CD QMIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 27 CONC. I I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° KEYPORT STREET SECTION 12" IN FROM N Q - NTS - CATCH BASIN #1 20" \ I I I I o LL CD 2727.40' ( 1 3/4"-2" DRAIN ROCK O Q " 12" INV. IN 2726.50' I I DRAINAGE GEOTEXTILE 6" MIN.-j 18' INV. OUT SECTION TYPE 1 (ISPWC SECTION w L LI > ° II SEE TRENCH ELEVATION TABLE FOR BOTTOM II 2050). OVERLAP MINIMUM m m II OF 12" ON TOP AND O OF BED AND BOTTOM OF SAND ELEVATIONS SIDES. NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. 00 LLI IL SP-3 0.5 INCHES OF ( ") MIX, 2.5" PG58-28, 4" (4") GRAVEL AND 14" (6"-MINUS) PITRUN. = `�— IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04 L BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER EASE R.O.W. R.O.W. AND THE BOTTOM OF THE SEEPAGE BED. W 42'-0" 1000 GAL. SAND/GREASE TRAP 1 THE PORTION OF PIPE LYING IN DRAINAGE ° PER BMP-01 - NTS - SANDD MUST BE EXTILE TYPE WRAPPED D IN SA DRAINAGE Q 2' 33'-0° FOOT PLATE (TYP.) CONSTRUCT GEOTOBSERVATION WELL MUST EXTEND A MINIMUM 12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE ° 15'-0" 16'-6" 16'-6" 7'-0" SEEPAGE BED. 2.1 I2'-0" 5'-0" 8'- " 2' 14'-6" 14'-6" 2' 5'-0" 2'-0" ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER 4 OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED s 0, F7<< ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE f 1 4'1 2:1 5�pE CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, 2.00% SLOPE 2.00% SLOPE SUPPLYING THE DEVICES. CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO 3 SMAX �U 18 SEEPAGE O r_�� OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. A PERCOLATION RATE OF 2 INCHES PER HOUR WAS USED FOR DESIGN OF THESE �Opf T SEEPAGE BED TRENCH #1 SEEPAGE TRENCH DETAIL CONCRETE SIDEWALK PER PER THE SOILS REPORT PREPARED BY SITE CONSULTING, FEBRUARY 28, 2021. PER ISPWC AND ACHD 4" OF Y4" MINUS CONCRETE SIDEWALK PER SCALE: NTS GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS AND IS EXPECTED CRUSHED GRAVEL SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 TO BE 120-130' DEEP. SUPPLEMENTAL DRAWING ISPWC AND ACHD SD-709. MIN 1 FT LEVEL 3" ROLLED CURB AND GUTTER SUPPLEMENTAL DRAWING LANDING ON EACH SIDE OF PER ISPWC AND ACHD SIDEWALK SUPPLEMENTAL DRAWING SD-702. 10" OF 6" SD-709. Lw� MINUS PIT RUN O m II II - SEEPAGE TRENCH DATA TABLE 2)/2" OF ASPHALT PAVEMENT ' 12" IN FROM / 1 / 1 SEEPAGE DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF APPROXIMATE 100 YEAR (— LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (1 CATCH BASIN #1 I 1 GROUND WATER U EXTEND BASE MATERIAL 6" BEHIND \ \ TRENCH # WxDxL ELEVATION ELEVATION SAND ELEVATION DESIGN VOLUME W Q CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK / \ / ELEV 1 12'x11'x39' 2730.00 2719.00 2717.50 N/A 2089 � Q W LIBERATOR STREET SECTION 2 12'x11'x47' 2727.00 2716.00 2714.50 N/A 6204 E:L - NTS - =) W Q W CD HS 25 RATED STRUCTURE LID TO BE FLUSH WITH 45. FINISHED SURFACE FG t2733.00 z —Ji 2725.90'TOP \ OF CONC. /_ _ _ _ 3/4" PERFORATIONS IN VALLEY �f/ OF CORRUGATED PIPE. 5 EACH 12" IN FROM CATCH BASIN #1 20" C4 0 0 Y 2726.00' 12" INV. INcc 2725.00' W czn cn o 18" INV. OUT J 00 6" MIN. 18" PERFORATION SCHEDULE `� cn t^ QW CD O N - NTS - 7 (nn (D W `o ai N L nz ~ W L.i Oz o (n o oM x d � � V � m w o z � < � w 1000 GAL. SAND/GREASE TRAP 2 Q w C) w = Q � � ouoL- o PER BMP-01 - �51pNA� F� 1ST& �l Z 9412 7/16/21 �yq 2-S oK IN���P SHEET C3 . 3 m 00 Ln SEWER LEGEND WATER METER LEGEND N N OO EXISTING 48" DIAMETER SEWER MANHOLE 3/4" DOUBLE METER SERVICE. E Cy) EXISTING 8" SEWER MAIN UTILITY NOTES: (PER CITY OF MERIDIAN STANDARD DRAWING W-1) O O 3/4" SINGLE METER SERVICE. OO NEW 48" DIAMETER SEWER MANHOLE S Cl. CO�NTRnACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS (PER CITY OF MERIDIAN STANDARD DRAWING W-2) r z FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. O s NEW 8" SEWER MAIN LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL (n NOTE NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 1. CENTER OF WATER METER TO BE 2' BEHIND BACK NEW 4" SEWER SERVICE PER W 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS 0 40' 80' - - - - - - - - - - - - - - I.THER I CALLED UNLESS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC FURTHER INTO LOT (TYPICAL). W OTHERWISE CALLED OUT STANDARD DRAWING SD-403. 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER SCALE 1" = 40' z 4" SEWER SERVICE LABEL METERS AND WATERWORKS BRASS BE ANSI/NSF 61 _ STA: = SEWER MAIN STATIONING CERTIFIED. r I� O FT-A: 6+82 43.0' L OR R = LENGTH OF 4" - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT OTHER WATER LINES MIN 4' OF COVER. Z Q ELEVATION 10 FEET BEHIND PROPERTY LINE. 4" SEWER MAIN MUST B�RUN AT J MINIMUM 2.007 SLOPE. Q U U Z D — O o G / U CD � - 4- II I I GAR � ` ` / Lu — - - -L - - - - - - - -I— � - - � , ` ` - - - - - - - - - - - - - - CD 0 e GIR f - - - - - - - - - - - - / / Q GIR E EV(' L Lu � < LLJ / / ` GIR _ GIR E E GIR EG — EG GIR G GIR m cl::� > �y-�e — GIR GIR GIR / Qj�4PI 4PI 4PI - -4PIT4PI - - 4PIT4PI �y CD /a Id4— Idti— - Id4— Id4— Idi— ti � BLOCK 1 � 1 I CD I I � 4�1��•��Pl APIAPI 4Y�=�Pr=APT API API 4Y� — Pr=�P1 APIAPI 4�=�Pr=APT 7rPI4-PI 4wr —w Pr=�PI T-PI 4-PIPr=TP1 APIAPI 4�—+ i A_v I I I I I __� 35 101 ° W \ LINE C LINE B LINE B LINE C I �g — — — — — r — — 8 — : — — r — r — f — — i —T� _ _ Q I I 1 I I I I I w r • • r r r ■ r w w w r r r • r / E. LIBERATOR LN I a E. LIBERATOR LN I _ 0 1 3 I 1 Jr 1 I I--• I I ' II I I 34 SEE SHEET C4.2 II w l l I I I SEE SHEET C4.3CD Q c� —I I I BLOCK 1 L I Lv BLOCK 6 I I c/i W �I � II I 33 32 31 30 29 28 27 26 = 17 18 19 20 21 22 23 24 I � EP I I I Q I I I # I - w �I 4 R4— 4 -ITIGIR GIR GIR W PIR GIR PIR GIR P GIR PI GIR I—I--I — — — — — ` cn L — — — — — — III 19 20 21 22 23 24 25 16 15 14 13 11 10 O9 Q I I I � 000L00000 G,R II III II I EXISTING PREVAIL IIII BLOCK 1 � III 1 I III I SUBDIVISION — 2 III BLOCK 6 BLOCK 6 � II F \ II I c N p W — W = — wIN — 0 0 — — - - - - - - - - - - - - — - - - - - - — w I — — — fi — - - - =—t - - - - _— _ I- - _ rt - - _ _ r— — t — — � _— ILij fir, I Z _� LL L SS 1 SS 12SS -12SS SS I 12SS 12SS I 12SS 1 2SS 112S I -12SS I �1 SS I 12SS — SS 12SS 12SS w - 00 _ / _ - - - - \ \ 8 QwoN N _ JCD N CD w m Y pl J O I I I I I V � r m l I I BLOCK 1 o m o w LLJ LLJ= Q w ~ J �_ cl U cil w cl N A L F, 1ST& �l Z 9412 7/16/21 �yq 2-S.oK IN���P SHEET C4 . 0 Lo co Ln I 0 30' 60' N 1 SCALE 1" = 30' p O 00 � z SEE SHEET C4.3 WATER KEYNOTES � a I Q w z I I REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. w rn I o 'o I Q I - I I O POTABLE/NON POTABLE CROSSING m I 2 SEE WATER NOTES 2&3 ON SHEET C1.0. ,�� O OI O II m I 3 INSTALL 8" TEE (ALL FLG) Q Q I O 3 8" GATE VALVES. J J O (< f J N SSMH 1 21. I v U Q STA: 0+10.00 WATER METER LEGEND W W I rill, I �I I Z I S. KEYPORT AVE 2 m 0+ 01+i00 S1+ I II I (ER CITY OFMERIDIANLE METER DRAWING W-1) C O O _ 1 180° - m - - 9 I o I (D U oo LINE A (D _ I I SSMH 2 I 3/4" SINGLE METER SERVICE. Q "' LINE A STA: 1+38.80 I N Z � LINE B STA: 0+00.00 ^ I (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W Q rl 1 3 LINE C STA: 0+00.00 I NOTE: 0. U) m 41 I 1. CENTER OF WATER METER TO BE 2' BEHIND BACK O O t130 LF �I I OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS Q X D 8" WATER MAIN i iLL LL_I II L I FURTHER INTO LOT (TYPICAL). w e AI I 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER W �I I METERS AND WATERWORKS BRASS BE ANSI/NSF 61 m � O m CERTIFIED. 0- 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL ` I I OTHER WATER LINES MIN 4' OF COVER. W I m I 0 �I I UTILITY NOTES: SEE SHEET C 4.2 rl. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS U FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403. SEWER LEGEND W VERTICAL SCALE I OO EXISTING 48" DIAMETER SEWER MANHOLE � 0 5' 10' CD A PROFILE EXISTING 8" SEWER MAIN 0+00 1 +00 1 +39 SCALE 1" = 5' NEW 48" DIAMETER SEWER MANHOLE 0- 2740 2740 W S NEW 8" SEWER MAIN EXISITNG GROUND , NEW 4" SEWER SERVICE PER NOTE: I.S.P.W.C. SD-511A UNLESS 1.) ALL SEWER PIPE LENGTHS ARE FROM OTHERWISE CALLED OUT Q 2735 2735 FACE OF MANHOLE TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC 4" SEWER SERVICE LABEL AND ARE TO BE INSTALLED WITH NO SUMPS. _ STA: = SEWER MAIN STATIONING - STA: 6+82 43.0' L OR R = LENGTH OF 4" FINISHED GROUND / 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT ELEVATION 10 FEET BEHIND PROPERTY 2730 2730 LINE. 4" SEWER MAIN MUST BE RUN AT MINIMUM 2.00% SLOPE. i z_ 2725 + 725 SEWER KEYNOTES WP�ER MP�N :OE OVE EXISTING CLEANOUT AND CONNECT TO EXISTING 8" SEWER 8 . INVERT AT 2711.77'. CONTRACTOR TO FIELD VERIFYATION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF ORD FOR REDESIGN. W c�i� i o 2720 2720 M' cn o I J a 74 8.00 LF 8" J o !ZipN SEWER @ 3.12% �' z m Y o Y ( I- O 5a�% 48"0 SSMH 2 �`' ¢ " o 8 SEWER 1+38.80 LINE A-SWR o m 2715 12bk,8� �F 0+00.00 LINE C-SWR 2715 V M RIM 2730.6t z L�j o 1 8" IN 2719.50-E w 8" IN 2719.50-W � = Q -J 8" OUT 2719.40-S C:) v o LL_ o LJ 2710 2710 SRO L Fti 0+10.00 LINE A-SWR Z< ST e G' RIM 2725.1 t 8" IN 2712.12-N 8" OUT 2712.02-S 9412 , 2705 2705 A TE 2- OF \�P 0+00 1 +00 1 +39 ,ST S. ��P ��S. KIN�� SHEET C4 . 1 Lo 00 - N Ln / 60 N / cy) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE 1" = 30' C) E EG EG EGA EG G Q G Q Q S M � OnOnc��OnOnOnOnOnOnOnOn �x /�;r ���\ /�1 X E� EG EG EG G / z 0 GIR GIR / GIR GIR GIR GIR GIR GIR GIR / WATER KEYNOTES W / 4 PI 4 PI 4 ai 4 PI 4 PI 4 PI t PI.- oo� / INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN W /Q� OSTANDARD DRAWING W8. WHERE WATER METERS AND FIRE z HYDRANTS SHARE A LOT LINE, SEE MERIDIAN DRAWING W9. _ _^ -4 - 4 P I - P I - a PT-- 4PI4�I 4�=4PI 4 P 14PI 4PI 4_'14 � 4 PT--4PI 4 P 14 P 14 P I -4 P I Y r =4 ��,, r , INSTALL J � C)SSMH 3 37 2 1-8%6" TEE (MJxFLG) SSMH 2 STA: 3+75.00 O I O 1-6" GATE VALVE FLGxMJ LINE A STA: 1+38.80 I ±18 LF 6" C-900 0 LINE B STA: 0+00.00 - -- _ LINE C STA: 0+00.00 _ - I � o I INSTALL J loll 8" WATER0 LF MAIN A 1-8"x6" TEE (ALL FLG) J C) 3O 2-8" GATE VALVE (FLGxMJ) Q Lv ° W 1+00 N III 1-6" GATE VALVE (FLGxMJ) U 2+00 3+00 " 4+00 4+ 02 II o - s - - - - - - t - - : o -: - - S - 3 - t 18 LF 6" C-900 o D_ W o 5 -r r r • O r r r r r r r O r r- r r r r O POTABLE/NON POTABLE CROSSING 6 2 4 E. LIBERATOR LN I 4 4 4 SSMH 4 SEE WATER NOTES 2&3 ON SHEET C1.0. Z O LI__I 4 4 4 STA: 4+77.02 _ 4 CAP AND MARK END OF WATER MAIN TO SURFACE FOR n LLI O FU rV TURE CONNECTION. O 1 1 1 1 1 1 1 I INSTALL: CD N 1 J� I 6O 1 - 8" TEE (ALL FLG) Lu Q I 0 (�, I 3 - 8" GATE VALVE (FLGxMJ) > � o ��"� , i o la' o `n o o o LL I� NI I� NI I� NI IN CN IN C)NI I"' NI I� NI 1 d �Z �Z �z �Z �Z N J (~ co ji2f I I O Q O LL } W 88WATER MAIN LF t427 LF I WATER METER LEGEND m E > m 8" WATER MAIN + :o O SEE SHEET C4. 1 IQI L I 3/4" DOUBLE METER SERVICE. W ' (PER CITY OF MERIDIAN STANDARD DRAWING W-1) BLOCK 6 r I 3/4" SINGLE METER SERVICE. 18 19 20 21 22 23 0I (PER CITY OF MERIDIAN STANDARD DRAWING W-2) 0 O O O O O 24 _ SSMH 1 I NOTE: ° 1. CENTER OF WATER METER TO BE 2' BEHIND BACK STA: 0+10.00 OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS FURTHER INTO LOT (TYPICAL). ° _ pl PIR PIR IiR R PIR PIR 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER CD I GI GR GR GR METERS AND WATERWORKS BRASS BE ANSI/NSF 61 EXISTING P R EVA I L CERTIFIED. i 1 fi� l 15) 14 13 11 10 O 1 I 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL SUBDIVISION - 2 OTHER WATER LINES MIN 4' OF COVER. UTILITY NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS O FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL SEWER LEGEND NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. LINE B PROFILE 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS W OO EXISTING 48" DIAMETER SEWER MANHOLE 0+00 1+00 2+00 3+00 4+00 4+77 THAT HANDARDALANCE GFORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC EXISTING 8" SEWER MAIN - - - - - - - - - - - - • NEW 48" DIAMETER SEWER MANHOLE s NEW 8" SEWER MAIN _ _ SEWER KEYNOTES - NEW 4" SEWER SERVICE PER 2740 EXISITNG GROUND, , _ _ - - - - - 2740 I.S.P.W.C. SD-511A UNLESS ` SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% OTHERWISE CALLED OUT \ O SLOPE 10 FEET BEHIND SIDEWALK. 4" SEWER SERVICE LABEL STA: = SEWER MAIN STATIONING STA: 6+82 43.0' L OR R = LENGTH OF 4" 2735 2735 - 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT ELEVATION 10 FEET BEHIND PROPERTY FINISHED GROUND v, LINE. 4" SEWER MAIN MUST BE RUN AT MINIMUM 2.00% SLOPE. ri No 0 2730 2730LLJ N O c� cn cfl I � O � Z 00 D 12" C-900 W 10 I J D STORM DRAIN z U' o00 a Z Z t � N Q LiN d 272 8" WATER MAIN 725 z N n Z m Y oI U oCD 8" WATER CROSSING W `�' _ a � � V � m 98.02 LF 8" SEWER 0.62% m L Li o z � 2720 371.00 LF 8" SEWER 0.40% LLJ 2720 C:)Q w [ 48"0 SSMH 4 m v o � o 48"0 SSMH 3 4+77.02 LINE B-SWR 3+75.00 LINE -SWR RIM 2730.1 t 48"0 SSMH 2 RIM 2729.2t 8" OUT 2721.70-W �S\O NA F� 1+38.80 LINE A-SWR NOTE: 8" IN 2721.10E �tt�, �S T e 0 0+00.00 LINE B-SWR VERTICAL SCALE 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" OUT 2721.0 -W 2715 0+00.00 LINE C-SWR FACE OF MANHOLE TO FACE OF MANHOLE. 2715 RIM 2730.6t 0 5' 10' 9412 8" IN 2719.50-E 2.) SEWER MANHOLES TO BE CONCENTRIC 8" IN 2719.50-W AND ARE TO BE INSTALLED WITH NO SUMPS. 7/16/21 8" OUT 2719.40-S SCALE 1" = 5' sTq P, 0 � TE OF \0 Q' y�'DS. KIN��� 2710 2710 0+00 1 +00 2+00 3+00 4+00 4+77 SHEET C4 . 2 m co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w GIR Q Q E E E EG 1 w / / t 155 LF GAR o 0 0 0 0 0 0 0 0 0 XG 0 0 0 0 0 0 AC 0 0 0 0 0 o c 8" WATER MAIN 2 ` N I / GIR GIR GIR E 1 GIR GIR GIR O M N II 37 1 + P� ��+P 0M W I I I 5 I Id4- Id4- L. . � +P�� � BLOCK 1 S 1 � I I � z wI I I I J I C 1 P� �4 PI 4PI 4PI =4 FI -4 Imo-4 PI 4PI 4PI 4 PI -4 PI -4 PI -4PI 4�i =4 W-4 T- 4 PI -4PI 4 -4�'I 4 4�- - O v I- N TI t110 LF SSMH 2 QLLJ 8" WATER MAIN ±36 LF 37 --- - LINE A STA: 1+38.80 0 30' 60' R MH5 • 8" WATER MAIN LINE B STA: 0+00.00 N LLI OM 44.0 L 1 LINE C STA: 0+00.00---------- - d I I I INV. 32.00 r I O - --- -- - z SSMH 5 w I 35 STA: 3+94.57 (, SCALE 1 - 30 J m 1 ' O o �, I I I I 1 , 4 E. LIBERATOR AVE t305 LF _ 8" WATER MAIN i LINE C LINE B Q WI I I I I I + 57 t 3+00 Q _ S _ 2+00_ _ _ 1+00 - _ I - 0 0 . - =5� w Q 0 W WATER KEYNOTES J FROM MH5 156 I 1 W 1 w ■1 w 1 N 1 r Q CD • W Q 39.0' L 2 1 "`' POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 INV. 31.50 J O AND 9 ON COVER SHEET C1.0. W 36 I � w I I W 1 1 1 1 1 } 1 1 l w 2 INSTALL: v u� W \1T-I(/-//7III1 I 1 - 8" 45° BEND Z J�O cO��O ��CD cD JO �JO JO • - rn 3 + o N + 0 + Lq Io+ INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN v O O - 1 ff .. Q ^ V U O3 STANDARD DRAWING W8. WHERE WATER METERS AND FIRE + J of } �� co co�� �� "'z z "'z HYDRANTS SHARE A LOT LINE, SEE MERIDIAN DRAWING W9. Q 00 _ 2E N Q Mom co ( J N L; INSTALL: - LLI I Q 1 - 8"x6" TEE (MJxFLG) ui + o M �I LLI � 4 1 - 6" GATE VALVE (FLGxMJ) Q ±18 LF 6" WATER MAIN TO FIRE HYDRANT. O I I w Q U L.L HOT TAP EXISTING 12" WATER MAIN. INSTALL 1-12"x8" STAINLESS w W e BLOCK 1 LL_I O STEEL TAPPING SADDLE AND 1 8" GATE VALVE. COORDINATE HOT m d3 i I - LLJI TAP WITH CITY OF MERIDIAN. CD m 33 32 31 30 29 28 27 26 � 17 I I Q I I I STA: 0+10.00 W WATER METER LEGEND PIR -- - 0 4 PI 4 PI- d IR GIR GIR 3/4" DOUBLE METER SERVICE. LJ- -I GIR o (PER CITY OF MERIDIAN STANDARD DRAWING W-1) I16 EXISTING PREVAIL 3/4 SINGLE METER SERVICE. U 1 I I SUBDIVISION - 2 (PER CITY OF MERIDIAN STANDARD DRAWING W-2) C) o no no no no o I I NOTE: 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS FURTHER INTO LOT (TYPICAL). 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL L L I OTHER WATER LINES MIN 4' OF COVER. I L� SEWER LEGEND U OO EXISTING 48" DIAMETER SEWER MANHOLE UTILITY NOTES. L LI LINE C PROFILE ass EXISTING 8" SEWER MAIN 3+95 3+00 2+00 1+00 0+00 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. NEW 48" DIAMETER SEWER MANHOLE LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. Q s NEW 8" SEWER MAIN 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC NEW 4" SEWER SERVICE PER STANDARD DRAWING SD-403. - - - - - - I.S.P.W.C. SD-511A UNLESS OTHERWISE CALLED OUT 2740 2740 EXISITNG GROUND 4" SEWER SERVICE LABEL - _ STA: = SEWER MAIN STATIONING - - - SEWER KEYNOTES r - STA: 6+82 43.0' L OR R = LENGTH OF 4" - - - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. _ _ INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT 273 - - - 2735 ELEVATION 10 FEET BEHIND PROPERTY SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% N�EEW�EIN MUST BE RUN AT _ - - - - FINISHED GROUND SLOPE 10 FEET BEHIND SIDEWALK. MINPE. - - - - - - - - - - - -zZ- - - - - - t^ y' z O Y N CJ o H CD 2730 2730 CC 12" C-900 W `�`�� M 8. WATER MAIN STORM DRAIN-'O Z v~i o QI 48"0 SSMH 5 Q W o cr 0- 3+94.57 LINE C-SWR ccn CD w `� �I RIM 2737.4± Q Z m Y O J LLJJ Q u O � 725 W w _7 5 4" IN 2729.30-NW 3 • 7 F g" 4" IN 2729.30-SW W R q U o a m `" 8" OUT 2728.96-E Q m o :2 w z � � Q w � = Q 2720 2720 - - o � ol� o Sip N A L F 48"0 SSMH 2 �5 �STE NOTE: 1+38.80 LINE A-SWR � VERTICAL SCALE 1.) ALL SEWER PIPE LENGTHS ARE FROM 0+00.00 LINE B-SWR 2715 FACE OF MANHOLE TO FACE OF MANHOLE. 0+00.00 LINE C-SWR 2715 9412 0 5' 10' RIM 2730.6t 2.) SEWER MANHOLES TO BE CONCENTRIC 8" IN 2719.50-E 7/16/21 AND ARE TO BE INSTALLED WITH NO SUMPS. 8" IN 2719.50-W SCALE 1" = 5' 8 OUT 2719.40-S C'STa TE OF NoP' Q S. KIN��� 2710 2710 3+95 3+00 2+00 1 +00 0+00 SHEET C4 . 3 Lo 00 Lo N � N W E C'I O O S � z 0 cn Q w 0 50' 100' w Z SCALE 1" = 50' J () N-) O J Z J CD U ~ =AT HT NOTES: W TS SHALL BE INSTALLED z N IN PLAN _ I I I I o � L� CD I l i e D U CD N Q I I w 1 O LL / Lu W CD CD — — — — W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / G / / J STREET LIGHT TYPE 2 GIR— 37 STREET LIGHT fF�� _4p�`� `pf_ _ STREET LIGHT — BLOCK 1 / TYPE 2 TYPE 2 ��— �r —Pr �P�3-PI 4-PI Yr Pr — =PI--W-PI —4-PI ---4Yr--a Pr—�Pr—lrPI API —F�—�Pr—�Pr— PI —4-M —�Yr—�Pr—API— A Q 2 STREET LIGHT TYPE 2 U _ • 0 A I o E. LIBERATOR AVE — — E. LIBERATOR AVE — — — — — II : s s s : s s— T w- w I - w - I wT w w W w =- � I I I i I I I I I I I I I -------------------- Ti II STREET LIGHT TYPE 2 a I I I I � II = II I I I Y � C� BLOCK 1 ��' BLOCK 6 -I Z I I I 133 32 31 30 29 28 27 26 17 18 19 20 21 22 23 24 � � Q 'I I G G — PI GIR IR PIR —GIR PI II /IUI� II 19 20 21 22 23 24 25 16 15 14 1 10 O9 I III RI nrly I I I II EXISTING PREVAIL SUBDIVISION - 2 N p O W U U im = W (50 Z W 00 M M V 0- Q L'-I ON N J N z N CD LLJ Z m Y c) J W W Q U O C CD U V � �2 rm m Mo w o z � Q w Cl U cil LL- Cl N A F� 1ST& �l Z 9412 7/16/21 pyq�S.oK IN���P SHEET C4 .4 Lf) 00 Lo 'r- N KEYNOTES N 12.0' 3'1 MAX M O INSTALL GRAVEL ACCESS ROAD. �T E coS�0 OUT ;1 SEE DETAIL THIS SHEET. S1 BPS O 3. -1 SAX OAT O2 SLOPE FINISHED GRADE TO EXISTING GRADE AT 3:1 S � z / / / / / O //\\//\\//\\��� //\\//\\// 14" - 6" MINUS /\/ / co 4" - 3/4" MINUS PIT RUN = SLOPE FINISHED GRADE TO FINISHED GRADE AT 2:1 LLJ CRUSHED GRAVEL 0 40' 80' Ofw SUBGRADE COMPACTED TO 95% O INSTALL 3.5FT KEYSTONE BLOCK OR STACKED ROCK LANDSCAPING RETAINING WALL. Z SCALE 1" = 40' _ 12' GRAVEL ACCESS ROAD CD = NOT TO SCALE 0 Q J = _ ------------ I I �� )1 \ 45.52FG I `-_ // `--__-__ -_____-_ / W I \ �--_ \ \ \ �.,' / l , ram_ � \\\\ \ \ \\ \\\ \uj 4 ` -� �` \ \ / 1 I / i \ / \ \ 1 I '` �\ �� \ ' 1 1 1 \ \ \ \ \ 1 / I 46.46E \ 1 \ \ c OP"X /"'\ \\- \ \�- ,� \`\\\ \\\\ \��/ �\ ' 1 1 \ _ 45.97FG' _ > - I I �> - I 1 \ �\ I I I �� v \� / 1 I /�/ \ \ \ \ 2 \� 1 - __- ---- __ X _ I / / / / /��� \ \ 1 \ \ \ �\ I 1 \ / / I / / \ \ r -- - - - 45.65FG -QP__ . X //i/ \ \ ►I / I \ \ / 1 1 -., 1 \\ \ \ \ _ 1 "\� __----_---_=_ \ LLI r_ � r45 98FG-� v 46.13FG a /�2741_- _ -_ 2745__-- -_-_ _ - _____________ _________ _ _=46.11FG_ _ _ _ _ ___ _ ___ _ 45.75FG - -_-------- 45.73FG --_ �' ,/ \j_`=---___45.96_FG-=____� _ ----- '---- - _ - ' \ - - _- \\III el> _ _ -=__- _ --- 1 - --- \` _ __ ---- ---- ----- ------ - - - - - - 46.41FG / /� / I ----- \\\\ \ O 2745. -- - - ---- _ _ -------- / / i' / r_ ,/j��llN( � ' \ LL ?>R / 45.64FG,� ---_ 46.43FG o o E o o > o 0 0 o o c46.67FG o / 0 46.65FG q /46.32FG _' I / -S. � j I WW , ` = _46.14FG _______ _=-_ \\_ -_ ___ --- -- ---------- ---Iry ---- ------ ------ -- ----- - 41.63SW--•2737--___ ----- -- '45.67FG \ rrR 46.74FG ,� / 1 ��_- - (41.43EG) W i i / / �-2736-- 39_72SW _ 40.32FG ,43_O6FG 4 -�'-.45.67FG-T____ __ --_____;;�,- _________---___ ciR �- ------------------------ _ -------------- ------- _--------- 4 / ,����/�/' - / / / 1 ► 11 ! � r� III ------- - - - ___ _ - - - - - - - _ - - _ C_J I1 � / / ------- --- -- -- ---- � -' - --__-_____ ___________ ___ _' _----_________ 46.02FG�46•_____ 46.12FG -'-�' �� 46.21FG � -___ -- ''''' , � e I 41.58SW I I / / 40.32FG -40.88FG =45.76FG\_ =__ 45�84FG_ Bj 45`85FG -=_ _______-__-- ___-- �%' -„ / / 30.33SW W j / 39.66SW 38.65FG�_� 4 - --- = - - - - - - - =---________- 4 L--------------- - - - - -46�28FG'�-- I �V9 I '\ 40.O6FG - - - _ 39.22SW 38.65FG _ - -- _- _ _ _ _ - _ _ _ _ _ _ 42.68FG • / " / _ - 42.16FG _ 42.23FG _ � � _ 4 �42.32FG _ _ 42.43FG 42.52FG 42.62FG - 39 18FG Z 39.49SW - 39.22SW - - - - __ - __ - - 35.52FG 39.05FG---- 35.58FG \ i 44.40FG I I 41.11 FG 39.03SW - - - - - - - 35.21 FG 38.82FG _ 35.32FG __ 38.93FG _ 35.42FG _ _ I I I 38.14SW --_ 38.66FG --------.38.73FG. - _ - _ - - - - - --- --- --' _ _ _ 32.08FG - (41.16EG) / I ?>�, �I j I j / ? 0.51% ---- - --- -- - ------__-- ____====.32.36FG__ ____ __ __-32.19FG__ ------_ - /' ► ► / ,I I 33.50FG _ -32.61FG' - -- - ----- 36.08S 4 _ _ ___ W _ - ----------- _ - _ z 32.45SW 4 31.98SW_ --- - --- _ I 1 e 4 36.00SW 36.10SW 34.84SW 33.31SW ' / - - - 31.53SW__ 31.15SW' ' 29.53SW,�' / I I I ' II W 40.00FG ' 39.67FG_ _ ---- _ 3 -------- _ ------ ---------- 71 ,�' //' 30.78SW�111 j 40.O6FG _-___--- ------ ----- - _ ----- ------------------ ____-- -------------------------------------- -- ----'/ - r ;38.25FG 37.53SW----- 35.30SW -----_-_ - _ --_ '-____ ------ ------------- ------ --- ------- ----------- \�����' ���----- (40.77EG) �1 j I I I I ► I /i _ - 35.70SW ------- ------ - --------- ----------- ------- // ' -- i ► I ► I I 38.64FG 36.86SW - - _ -- _---- --- - - 9 34.70SW - 33.90SW' ----- 33.11SW__ 32.31SW ���-_31.51SW - __30`60SW -- - 30.36SW''-2736 _ 30.37SW -30.13SW--- - _29.93SW 29.69SW-______ _.29.49SW �I 29.25SW //�S 43�58FG' i i 38.25FG ---- ____ __ 6 6�o I 37.50FG - - --- - ---273 ---------- -- - j �^\\ , /2 W 140.70SW I I I p� I 34.75FG 34.00FG 33.25FG 32.25FG _31_50FG 31.50FG 5_ --------------- ------- it i I i I I 37.00FG 35.75FG 34.75FG i 33.25FG 32.25FG ` __---__ _ -- - \-2734 --- --------------- ------------- -------------- ----___---__ ---------__ _v/ - ----- ---- ____ ____ I 1 II I I I I I `�35.75FG 34.00%G -_---- - --- --- ------ ----- ----------- ---- ------- ,----- /i / i 1 I I I I I I / -- 2733. ( ) 2� � I I I I I I --- / \\-�------- _ - _-- -- ------- ------ - ---------- ------- 40.17EG , 40 II I I I 3 I 1 37.50FG --_ _ _,2 32---- - --- - _---- / 1 I I I I I I 37.00FG b\ �/ - -- ------_ -------------- ---------- __�>L� _ o / W I I I I I I I I _ ---' ,n - ---L� of b�f - --__ - 31---- ----- o -o ------- -----°N°�-- °° __ I I o coo 27 _ _ _ M --- Iq - / t \ \ \ I 1 O o o o N -2730 - _ _ - J / Q {{ o --- -- o o sZ_---- (39.71 EG) I I /l I \ \\ \\ I 1 0 \�� M � ----- --------- ------------- ,' ,' �'o 1 I I 38.64FG \ \\ 38.14FG 1 2736 N \ \ _ / ( / 2729 I \\ 38.O6FG_ - _ ___- ___ ----- I 32 3a 3b 29 28 27 26 17 20 E42.39 /36.16FG _ 35.20-FG- - 34.4-5 FG -- 33.70FG -- 32.71 F-G---- ------ --- --- --- - 30.24FG 37.24FG 36.16FG I 33.70FG _-__32.71FG 30.92FG 30.68FG ---------- _. - 3I8.25FG 3195FG 30.44FG 30.00FG 29.80FG --- '29.56FG - -'30/.14FG � I - \\ 3%1.12FG 3854F Z (39.01EG) i9/ I --- - ---- -__ __ ------ - - 31.95FG - --_ - 2726--- _ - -- ----- --- -- - Q --- - 22.78E 25 22.3-- - -- - 21.69 21.36FG_- --_-- -_---- - 20.38FG 20.63FG 20.6 /39.51 SW 35.00FG ' �' 33.70FG �'� _ -- 27 __ '� 130.00FG ------ - ---'' --- 1 _ 23.00FG I FG_ --- ------- ------- ------- 0 23.75FG.-- J - /19 0 0 / 34.83FG i� ,` 24.38FG'- --- - -23.90FG G-2724 --__ 2FG 20.78FG � / /\ 5FG (38.6�EG) / I / 39.25SWa37.96 '25.25FG 25.00FG 24.50FG -- _-_ ---- ------- ------- -- - - -- 19 , / / 24.25FG __ / , ' / / ' ,' i �' I �`Lg 3 BL K 1 3 3 PREVAIL -- ,,, w ^� , ti , / , o . I III L i' ------------------- ------ ------------ � � � �, / ,. PHASE-2 �� ____ _ _ 25 16 1 14 ry\ 13 12 11 10 B 1 _ I --___-_____, - ----- ------------ --^ti------------- ---------- � I ----------- I2 21.71F 20.36FG -------- '-- .9 - BLOCK' ------------------- 7FG6 25.17FG 23.77FG ' . . II II I I I o 24.70FG loo to ,22.52FG / \ o ---- ___2720 to -_-- -\ 20.17FG 20.17FG 19.23FG CD oo ' L Y CD I I I I I . of o 22.77SW - f19.23FG2370FG 18.63FG or 19.24SW 1 .76SW 18.3 ® c~n � oW 22.17SW 21.87SW 21.57SW 17SW 2011SW 19.63SW '5 �I. or Z d I I I 23.10SW - - - - - - - - - - - - - - - ,\ c�i� 00 `o J� W I I I I I I I I \ W w - 00 ¢ �i II I \ \ 18.73FG 19.23FG 19.23FG Q IJ T o N c~n CD w I I I 1 z Q (n Y o f 0z � cn r` o W 2 o U o r7 v Om Q V m c!) IJj z = Q LJ I ~ � Cl U n L L. t] �5S\O N A L F� \STE 9412 7/16/21 s�K IN���P SHEET C5 . 0 Lo 00 Lo N � N W E C'I C) O S � z 0 cn Q w 0 50' 100' w Z SCALE 1" = 50' O PRESSURE IRRIGATION KEYNOTES Q CD _ 1O INSTALL 4" 11.25' BEND W/THRUST BLOCK L_Lj — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �/ G / LJ J ±140 LF 4" PIRR z J 2 ±38 LF 4" PIRR ' €� ±155 LF 4" PIRR _ _ \ G � _ 1 � E E 2 2 INSTALL 4" 45' BEND W/THRUST BLOCK �n � � C)t14 LF 4" PIRR 37 w Id 4 ±100 LF 4" PIRR ±23 LF 4" PIRR 4 PI —4 PI 4 PI 4 PI PI / V Id 4— Id 4— 4 a BLOCK 1 f617 LF 4" PIRR II I Pr- ` _ — — � O INSTALL 4" 90' BEND W THRUST BLOCK Q O 4-Pr�Pr=�Pr=4—PI4�1 =_4Yr=�Pr — �Pr=API4�1 4�=�Fl �Pr=API— —4�I 4�=�F Pr=�Pr=API4 PI 4�=�Pr=TPr 4 A 4 � 37 - Ill 2 37 i 4 I - 4 8 7 < INSTALL TYPICAL LOT SERVICES PER ISPWC SD-901. �/ Q 4 � _ 2 —_ O -'-_-_ - - -- o t39 LF 4" PIRR �+ 4 - Q s s s - w s _ w- _ - s-E. LIBERATOR LN - - - O5 INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH w \o LLJ I w w I —w w �±49 LF 4" PIRR m / I 6 REMOVE 6" 90' BEND AND INSTALL 6" TEE W/ 6"X4" 1 36 / I O REDUCER AND 4" GATE VALVE. � o N I I 7 INSTALL 4 GATE VALVE W/THRUST BLOCK W t198 LF 4" PIRR "II O � � II I I 34 INSTALL 2" WATER SERVICE FOR BACKUP TO PRESSURE w I O IRRIGATION SYSTEM. CONTRACTOR TO ENSURE WATER METER IS 4 I + l o ±113 LF 4" PIRR �A RAN THROUGH A CITY OF MERIDIAN APPROVED RPBA. W ±48 LF 4" PIRR 4 BLOCK 1 4 4 " �Y; 4 4 BLOCK 6 4 4 -I TYPICAL LOT SERVICES INSTALLED IN PREVIOUS PHASE. Q 33 4 32 31 30 29 28 27 26 Lo 17 18 19 20 21 22 23 24 O NOW RK NGR CONDITION.TO E SERVICE IS INSTALLED AND U U U O O 0 p ppPik 6 � 4 PI G1�R PI G11�R AR — GIR PIR— PIR GIR PIR 3 020 21 22 2n3 24 25 16 15 14 13 12 11 O O 9 O 9 O O g O 9 NOTE: 9 9 9 i iI 1.) ALL PRESSURE IRRIGATION TO BE INSTALLED PER NEW YORK L , IRRIGATION DISTRICT STANDARD SPECIFICATIONS. EXISTING PREVAIL �,I EXISTING PREVAIL EXISTING PREVAIL RI nru 2.) ALL PRESSURE IRRIGATION TO BE INSPECTED BY ENGINEER OF C) PHASE # 1 PHASE #2 PHASE #2 RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. 3.) ALL PRESSURE IRRIGATION WILL BE OWNED BY HOME OWNERS ASSOCIATION. 4.) PRESSURE IRRIGATION BACK UP SYSTEM IS 2- 1" CITY OF MERIDIAN 1 DOMESTIC WATER SERVICE WAS INSTALLED IN PHASE 1 AND 1 DOMESTIC WATER SERVICE WAS INSTALLED IN PHASE 2. Q L_I_J n L�J n cn QN p N � U W uo Z 00 M J _ Q _ Q> CO V L O N W J 0- v Q N � c0 CD LLJ N (nQ Z m Y O J W W Q U O toZD 2 U V rm m Mo w o z � Q w Cl U cil L.L Cl C NA F� 1ST& �l Z 9412 7/16/21 pyq�S.oK IN���P SHEET C6 . 0 Lo N � I - X X X X X N -4 - - - OP X p p p E X 00 X X W E O 0 0 w z O — _ _ Q W p p — 0 30' 60' W — — — — — — — — — — — — — — — — — — — — — — — GIR E p p p E p p p EG p p t SCALE 1" = 30' J 58' 0 Gll��nn _ G GIR G 5+�n GIR nn Q Z GIR GIR GIR 37 +p'- - Id 4— Id 4— Id 4— Id 4— . 4— Id i— Id V Id 4 +PI`— + BLOCK 1 Q P- _ _ U U I w I � �P I —4�1 —4�I —4 Ff—4 P l--4�I=4� =4PI 4PI 4PI —4—P I 4� —4PI —4PI 4PI —�P I — — — 4 Imo—4 Pam— sc Z I I I rOTE:wII ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW � + K YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. Z -- -- I2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW � � CD— --— -- N YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF V 35 m RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL _ E. LIBERATOR CT. INSPECTIONS. CD I I I �� _ • N � N Q wI I I �g s s — e — — ■ — s — j — w • — �S 3.) ALL GRAVITY IRRIGATION WILL BE INSPECTED AND OWNED BY NEW w i / I A YORK IRRIGATION DISTRICT. Lu Q — / I I w ■ I ■ I ■ w I ■ i w ■ i w _■ I LL O n � Q I rn L.L w I I I 36 I I N w W o / I m KEYNOTES � OC) wlv CONNECT NEW 48" GRAVITY IRRIGATION PIPE TO MODIFIED GATE BOX. W I EXISTING INVERT = 2730.63. CONTRACTOR TO FILED VERIFY LOCATION O AND ELEVATION OF EXISTING GATE BOX. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD 2 MODIFY EXISTING GATE BOX. SEE DETAIL ON SHEET C6.2 W " � II I Q 0 U �A BLOCK 1 0 m I I I I I II I II I � 33 32 31 30 29 28 27 26 17 � W O Q C3 O GRAVITY IRRIGATION PROFILE n-� -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 n-� NOTE: 1. ALL GRAVITY IRRIGATION BOXES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-619 WITH NO SUMP. 2. ALL 48" PIPE TO BE RCP UNLESS OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A C MINIMUM 2' OF COVER. MOUNDING MAY BE REQUIRED 2750 2750 FINISHED GRADE 2 0 EXISTING GRADE 2745 N � w o 00 Q00 LT� `� \ J c2 d N !ZIP\ / \ / CD 288.84 LF 48" RCP GIRR 0.09% m 294.62 LF 48" RCP GIRR 0.08% N w u EXISTING 48" GIRR CALCULATED CD a cn Z C> CD = 2740.08' I\ I / \ — — / oz o ^ _ c.� m 2740 — I \J 1 2740 V m LJ z L�j Q `�' L J 48" GIRR CALCULATED o v o LL- o INVERT = 2739.63 84" GIRR BOX1 6+17.27 0.0' GIRR BO 2 MODIFIED GIR BOX 1 3+21.91 .0' 0+18.71 1.0' L RIM 2748.0t Sip NA L F RIM 2747. t RIM 2745.7 48" IN 2740.14-E 0 �s T e 48" IN 273 .63-E 48" IN 2 39.88-E 48" OUT 27 0.14-W 48" OUT 739.88-W 2735 2735 9412 -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 7/16/21 �yq�S oK IN���P SHEET C6 . 1 m 00 MODIFIED GATE BOX DETAIL L0 pox � — NTS / t W E O O . . / 00 � O 3 2LLJ / p // / 0 30' 60' W � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - � _ EG EG EGA G G G 5.82' 4.00' V ' p p p p p p�E _ pTq� p p p p p p p // / SCALE 1" = 30' J� �� �����0+00 \ ��\ mil\ EG�1\ .mil\ EG //mil ; c1 EG EG G / / V I� 1 7+99 GIR rzlnn GIR I GIR Q — — — —� GIR _ Oq cq = GIR GIR GIR / / 4PI -4PI — "" —4P1 �4PI J O 0 9.85' 180' 'Ld Ld /Q� 4PI —4�'I -4 F-4P1--4PI =4� =4PI -4PI 4PI =4PI4� 4IT 4 1�=4PI =�PI� -4�1 —� F�-4PI -4PI -441 -4-FT� Le^ @ �J 3 - - - - - - -I rOTE. ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. z�� O --- ---— — _ p 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW V CD IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF V KEYNOTES RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL v E. LIBERATOR LN. INSPECTIONS. Q O N 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND O EXISTING 24" PVC W/GATE. INVERT = 2740.08' • I I I I I �— OWNED BY NEW YORK IRRIGATION DISTRICT. w Q _■ I ■ ■ I ■ ■ I ■ I ■ ■ I w w ■ O OEXISTING 24" RCP. INVERT = 2739.60' LL I..IJ OCAST IN PLACE NEW WALLS. TIE INTO I m W EXISTING CONCRETE STRUCTURE AS SHOWN. I I I I I I C I KEYNOTES � � FOAND ECT NEW GRAVITY IRRIGATION BOX-4 TO EXISTING 30" RCP. W LATED INVERT = 2740.51. CONTRACTOR TO FIELD VERIFY LOCATION ELEVATION OF EXISTING 30" RCP. IF DISCREPANCIES OCCUR CONTACT NGINEER OF RECORD. W o BLOCK 6 0 m 17 18 19 20 21 22 23 24 � W O Q C3 O GRAVITY IRRIGATION PROFILE n-� 5+50 6+00 7+00 8+00 9+00 10+00 10+50 n-� NOTE: 1. ALL GRAVITY IRRIGATION BOXES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-619 WITH NO SUMP. 2. ALL 48" PIPE TO BE RCP UNLESS OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A C MINIMUM 2' OF COVER. MOUNDING MAY BE REQUIRED 2750 2750 FINISHED GRADE - - - - - - - _ EXISTING GRADE t - - - - - - -/ � � � N � - - - - �_ z � _ - - 2745 - - - - - - - - - _ = _ _ - - - - - - - - ' �\\ 2745 w o - - - - - - E ISTNG =D � o I 24\.1 LF 30" RCP N I GIRD& 0 0.00% °O 1 K' J JI 298.88 LF 48" RCP GIRR (� 0.09% 96.23 LF 48" RCP GIRR ® 0.10% I I I Q -`' 00N J!ZIP cn CD ui N uj H I I' I W W CJ O I, _ CJ I I o cn _ CD m 2740 2740 V m w o z � 1 Q w L J m = Q 72" GIRR BOX2 96" GIRR BOX-BOX 3 mu o � o 9+23.51 0.0' 6+17.27 0.0' RIM 274 .2t RIM 2748.0t 48" IN 2 40.42-NE S\�NA F 48" IN 2740.14-E 48" OUT 2740.42-W ��0 �S T e 48" OUT 2740.14-W 2735 2735 9412 5+50 6+00 7+00 8+00 9+00 10+00 10+50 61 7/16/21 S.oK IN���P SHEET C6 . 2