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CC - Construction Drawings L0 CD GENERAL DRAINAGE US HWY 26 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE N CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION � HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL AND THE PROJECT ENGINEER. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE i DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. C) 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 C) DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 01 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o o o STREET LIGHTING 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Y Q w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE Z 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. Z m SITE LOCATION 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 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT Z Z z PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. W. MCMILLAN RD. J 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE - N AND ASSOCIATED WIRING. U� 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING J LEI CD OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER J SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. METERS. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. C� � (W L�J 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL Z BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY - L� > WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. O 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK W. USTICK RD. W W O MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY = U ENGINEER. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING O Q CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. VAC I N I TY MAP N � � �' C) 0 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY w E WATER EQUIPMENT DURING TRENCHING OPERATIONS. m LU � W Q 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. -NTS- s 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 WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE W SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT - SHEET INDEX 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 MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS U/ (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. C1.O GENERAL NOTES & VICINITY MAP � LLJ W C2.0 FINAL PLAT 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 Q 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 ROADWAY(ACHD) C3.0 RIVA CAPRI PLAN & PROFILE U CD CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND C3.1 BRODY PLAN & PROFILE & POND DETAIL C) SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE C3.2 FRONTAGE AND GRADING PLAN 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 DISTRICT. BEDS, DRAINAGE SWALES). 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION C4.0 MASTER UTILITY PLAN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. C4.1 SEWER LINE A WATER PLAN & PROFILE SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. C4.2 SEWER LINE B WATER PLAN & PROFILE 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 INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. C4.3 PRESSURE IRRIGATION SEWER 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE C4.4 STREET LIGHT, STRIPING, AND SIGNAGE PLAN 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. C5.0 GRAVITY IRRIGATION PLAN & PROFILE W L�J 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK C5.1 GRAVITY IRRIGATION PLAN & PROFILE _ 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 WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. (� SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 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 IT IS 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. ENGINEER OWNERS REP DEVELOPER SURVEYOR L LI NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING THERE 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 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF HYDRANT. C CH ENGINEERING SCHULTZ DEVELOPMENT IDAHO SURVEY GROUP O CHAD KINKELA MATT SCHULTZ BERKELEY BUILDING CO GREG CARTER P.L.S. U THEWASTEWATER RULES (IDAPA 58.01.16). 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD 1300 E. STATE ST, SUITE 102 P.O. BOX 1115 2275 S EAGLE RD, SUITE #185 1450 E.CARTER WATE OWER INSPECTOR. EAGLE, ID 83616 MERIDIAN, ID 83680 MERIDIAN, ID 83642 MERIDIAN, ID 83642 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., 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.0 208-639-1992 208-880-1695 208-995-2885 208-N, ID8 70 36 SEEPAGE BEDS, DRAINAGE SWALES). AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. CHAD@CK-ENGINEERS.COM schultzdevelopment@yahoo.com 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) ROADWAY (CITY OF MERIDIAN) 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES - BENCH MARKS - AT 208-387-6284. NAVD 88 DATUM 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PAVEMENT MARKINGS. TBM#1 ELEV 2542.30' 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. SET g" IRON PIN WITH RED CAP N N 4249.79 , E 9384.92 z o o ACHD STANDARD REQUIREMENTS o Y 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND 0 PRESSURE IRRIGATION 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 Q L o N a DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- <~n CD w C, 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. Lv o CD Q CD 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE m CD BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. V � m o C LL z � o Q LLJ LLJ c o = Q o U o LL o �►�� Sip N A L F S IDAUMO~ 5 G, STE �Gl ,*ft1M Plans Are Accepted For Public Design Street Construction ■ By stamping and signing the improvement plans, the Registered 9412 MI M: R1 0016 21 Engineer ensures the District that the plans conform to all District 61 / / �O WMF;; ■ policies and standards. Variances or waivers must be specifically C' ATE OF \ \Prand previously approved by the District in writing. Acceptance of the ADS. K1improvement plans by the District does not relieve the Registered Engineer of these responsibilities. SHEET ■ 3v BY DATE ,� ADA COUNTY HIGHWAY DISTRICT C 1 . 0 LO BLOCK 1 I C0 II I Iw III I I I SDMH 1 i� - \\\ I I I �I I N 13 12 11 10 0 O ''-- �� III $ 0 0 0 0 I i i 1/ Ln I , , SEE SHEET C3.1 II , , I � � li I I I END CUL-DE SAC 0 it i t i N III II III STATIONING. II I I W E � III 3+72.98 2.00'L vl I I I �� (y) 42.03 TRC "' I ' III � Q � u l , /' III I J J f O N r � N I� I C) fTl i I oo ctf 5 o 0 0 0 0 0 � t o f 111I S CO N W O O � U U U U � U U O p Plf + p + O L SEE SHEET C3.2 N � L � � � � � � � � � � � K2 H F- cD O m U FOR FRONTAGE � � � �_ ~ �_ ~ `_ � `n � � M 6Ni O a0 O N cfl t H- ^ O BLOCK 1 00 � N N N N N N O N 0 � 00 O pp Cq N � O I '� I I I I } + + N O ,� �F O O O VN- O p N N I N 2 O n 0 30' 60' �_ 1 1 10-1 , I N "� �+ �+ 12 + + ro+ + + + d + `r I r n � I o I I w l I I "� N N N I o+ o+ o+ Lv W III III l i 1 SCALE 1" = 30' 1i I i I ICI I z 1 11 4+28.93 6 ~4+01.14 1 I ly, I I 2,c 4 T 4+84.97 N 42.11 CL 42.00 CL RIVA CAPRI 1+70.12 ,' 1+33.50 0+97.12 0+35.17 y I I III 37 p3 S'C 42.50 CL - o 0 42.92 CL ,' 43.07 CL 42.92 CL 42.68 CL 2 0 0+00 N _ _ _ KEYNOTES I a l l I I I I U ?OC - - ffio o - - T SDMH 2 / 1+00 - o b 42.82 CL Q II I I I I 7 SDMH 4 4 0090 K, Q- 3+00 2+00 + o o W Y i i l i o Svo STA: 4+01.13 Sp =TA +35.17 10 STA: 1+29.97 �o DMH 3 �p N"', 0 J O S� SD sp CATCH BASIN #1 - 2542.60' TRC, 2539.80' 12" INV J m I m II III hx 7 _ O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING O I I I I I nI 8 4 SD-604A TYPE IV (Q25=0.09CFS, Q100=0.12CFS) Q I 1 I I I 1 I _ I v 5+32.94 W 9 5 I O2 INV AT CATCH BASIN #1 2539.80'. INV AT SDMH #3 > W I I I I I 43.54 CL J J INSTALL ±23 LF OF 12" C-900 @ 0.43%. � 0+43.34 2.00'L J J J 42.25 TRC b o 0 0 - J J J J II III I � coo u' �' n �' "' U- o � 0 0 0 0 o I J 2539.70'. x 1 ~ `° co cri c� c� n ri v U �? c� � I I I I III � ,•� ,,� N � � cD U,-� � � � cp � o rn °O eD O 0 N � o ~ In ,� I� O I N � N N CATCH BASIN #2 - 2542.60V U? ' TRC, 2539.80' 12" INVo6 N N o+ �r + d + d + d + �, ^o �i " M N N r"i N o0 3 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING O Q �"� M r., + - + SD-604A TYPE IV (Q25=0.20CFS, Q100=0.27CFS) 7 cn <F N N N } C, o+ o} I o 41.9 TRC INSTALL t2 LF OF 12" SDR-35 @ 5.00%. . 0 I I I ,111 �k86 l 41.93 TRC I I III �"� I O4 INV AT CATCH BASIN #2 2539.80'. INV AT SDMH #3 w W I , I I I _M 2539.70'. � h' I I START CUL-DE SAC 42'�� I �� I I II II 13 SEE SHEET C3.1 I STATIONING. ' 2� I CATCH BASIN #3 - 2541.92' TRC, 2538.33' 12" INV O < (� U I FOR POND I O PER ISPWC AND ACHD SUPPLEMENTAL DRAWINGILL I i I i I 11 II BLOCK 1 SD-604A TYPE IV Iw (Q25=0.75CFS, Q100=1.04CFS) w �- I I---- -- INSTALL ±23 LF OF 12" C-900 @ 1.08%. m J 6 17 1 19 20 21 - 2� �' 23 24 25 2 6 INV AT CATCH BASIN 3 2538.50'. INV AT SDMH 4 - J O O O O O O O 27 28 29 I O # # LL O , I 2538.25'. I _ III � O � C + PIR pIR I INSTALL t2 LF OF 12" SDR-35 1.50%. I' II II III ' PIR pIR . O7 INV AT SDMH #4 2538.15'. INV AT CATCH BASIN #4 2538.12'. EL GIR GIR GIR GIR- BLOCK 1 15 GIR I CATCH BASIN #4 - 2541.92' TRC, 2538.12' 12" INV W UI �\ _\\ I I i '2543•__ g PER ISPWC AND ACHD SUPPLEMENTAL DRAWING �\ __I \�________ _ / ----------- I I O SD-604A TYPE IV (Q25=0.67CFS, Q100=0.93CFS) _ _ -------- -_ _--- ''-----= ----------------- ---I ------=__-------_ _--------===ter- -___-_---- _ / - 0 -Ir--==- - _�- -- ------ ------------ - - - ------------ _ -_-=-- _ _ ------- __= ISPWC AND----- L��_- ---------- - ------_--- - --- -- - -_ _ --- - ------ -- __- - - - - - - - - - - - _ _ �------_ -_--- - - - - - - r -------------- -- _-------- ----- \\ INSTALL MID BLOCK PEDESTRIAN RAMP PER O -- - I ---- �_= - - - - - __ r_- --- - - - - -_ - - - - - ---- - -_-_ - - - - - - - I-- - - - _- _R=-_-------- - ---- OO ACHD SUPPLEMENTAL DRAWING SD-712G. / -------- 93=d3------------'d3---=--- --� �J3- --��-- -- 9 --- ��----- --- -`J3- --- -- - --------- -- ---- � - - �I��"`- - ---------- i -----------='ZC--- - --- d3 d3 d3 d3 d3 - 1 O INSTALL TYPE II ROADWAY BARRICADE WITH SIGN THAT d3 d3 d3 - d3- STATES "ROADWAY TO BE EXTENDED IN THE FUTURE". - ---------- -- -- -- - INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. INSTALL MONITORING WELL PER ACHD 1 2 SUPPLEMENTAL DRAWINGS SD-627. SEE SHEET W C3.0. I 13 INSTALL STORM DRAIN POND PER ACHD BMP 11. SEE DETAIL ON SHEET C3.1. O n RIVA CAPRI PROFILE NOTE: U 5+33 5+00 4+00 3+00 2+00 1 +00 0+00 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE 2550 2550 "H4" UNLESS OTHERWISE CALLED OUT. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL q 1 PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER CgAQ� 1x79 ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES �xS 'SO SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 3SO (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND rn� SHALL BE COLORED 'TRAFFIC YELLOW' + rn .14 rn w o 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED oV rn CD _ o^� + �;N oo N WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE 2545 co� �_ ±N N N +V) o 2545 RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH �N C4 m m o`V m STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS m N + " " c00a C' DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS CD cco FINISHED GRADE FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2 157. -0.40% 0.40% 0.40% _ -�40% 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT - 0.70� -0.40% _ _ - - - - - - - - - - ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH o POLICY AND EXISTING PAVEMENT MARKINGS. o Y - - - - - - - - - - - - - - - = 2.82 FPS 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS EXISTING GRADE V100 m OTHERWISE CALLED OUT. 2540 = V25 = 2.57 FPS 2540 N r V25 = 2.97 FPS 104.8 LF 12" SD @ 0.74% 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS W °O v MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE z N o I I 00 ,, 253.2 LF 12" SO @ 0.23% RIGHT-OF-WAY PERMIT. Q w o CL a JCD N 7. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH !ZIP Cn L`' Y o % 6" PRESSURE MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED L� w N M IRRIGATION SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS a a N ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. V � m 48"0 SDMH 3 m C 0+35.17 10.5' L z 48"0 SDMH 2 RIM 2542.5t Q w L�J w 2535 1+29.97 10.5' R 12" IN 2539.70-N 2535 48"0 SDMH 4 � � J � RIM 2542.8t v 4+01.13 10.5' L 12" IN 2539.70-5 RIM 2541.8t NOTES: 12" IN 2538.82-N 12" OUT 2539.60-W 12" IN 2538.25-E 1.) ALL STORM DRAIN MANHOLES SHOWN 12" IN 2538.82-E SUMP 2537.60 Plans Are Accepted For Public S\ONAL F 12" IN 2538.25-N SHALL BE PER I.S.P.W.C. AND ACHD 12" OUT 2538.82-W 0 G T G, 12" OUT 2538.15-S SUPPLEMENTAL DRAWINGS SD-611 SUMP 2536.82 Street Construction SUMP 2536.15 2.) ALL STORM DRAIN PIPE SHALL BE By stamping and signing the improvement plans, the Registered a SDR-35 UNLESS OTHERWISE CALLED OUT. Engineer ensures the District that the plans conform to all District 9412 policies and standards. Variances or waivers must be specifically 2/5/21 and previously approved by the District in writing. Acceptance of the STa P�0 2530 2530 improvement plans by the District does not relieve the Registered �y Te OF �P 5+33 5+00 4+00 3+00 2+00 1 +00 0+00 Engineer of these responsibilities. S. KIN�� BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 0 LO 00 W LID 9 �r N V_ CV W E O 6 O 1 i S z 0 42.12SW 42.01 SW 0 30' 60' 4 3 0 10' 20' 1 I I N LLJ SEE SHEET C3.0 LLJ O Y O I�I SCALE 1" = 30' z SCALE 1" = 10' N ; '' ' M J 3 41.75FG o O 5 41.75FG 41.75FG KEYNOTES SDMH 3 _ _ _ i STA: 0+35.17 F_ r- - - A �_ N KEYNOTES W O 8 6 INSTALL ±16.5 LF 12" SDR-35 AT 0.24%. INV AT 1 CB 4 2538.12'. INV AT MH P1 2538.08'. 0+05.21 16.50'L ,� J O # 41.87 TRC -Itco # Q O O Q CATCH BASIN 6 - 2541.87' TRC, 2539.16' 12" INV _ J J o O OUT PER ISPWC AND ACHD SUPPLEMENTAL DRAWING r , O 37.75FG INSTALL 48" STORM DRAIN MANHOLE-P1 PER ISPWC J o o SD-604A TYPE IV (025=0.15CFS, 0100=0.22CFS) U O 8 AND ACHD SUPPLEMENTAL DRAWING SD-611. U? of � "' " O O O 37.75FG 40.75FG RIM: ±2541.83 `D � `� `¢' N ^ M M o ¢ INSTALL ±23 LF OF 12" C-900 ® 0.26%. v O 12" IN-N = 2538.08' d�' "? N N # # z12" OUT-W = 2538.08' :r 0 ; X�j 1 O INV AT CATCH BASIN 6 2539.16'. INV AT SDMH 1 - O O 7 o+ o+ 2539.10'. O 12" OUT-SW = 2539.75' - BYPASS / SUMP= 2536.08' 1 i CATCH BASIN #5 - 2541.87' TRC, 2539.16' 12" INV ( ,I C) O PER AND ACHD EMENTAL 1 +_ I INSTALL ±18 LF 12" SDR-35 AT 0.44%. INV AT __ 2 I N O SSDT 04A ISPWC IV (Q25=0.10CFS,LQ100=0.14CFS)DRAWING vQ `� O 37.75FG 40.75FG O MANHOLE P1 2538.08'. INV AT MANHOLE P2 I it 1+19.50 O \ O O 2538.00'. I II 0+05.21 43.07 CL INSTALL t2 LF OF 12" SDR-35 @ 3.00%. w 41.95 CL BRODY AVE 04 INV AT CATCH BASIN #5 2539.16'. INV AT SDMH #1 A 1 0 0 _ _ _1+0 _ 1 2539.10'. O O O O O - - O INSTALL 48" STORM DRAIN MANHOLE-P2 PER ISPWC _ 0+00 ,90 SDMH 1 0+83 � � O O O I AND ACHD SUPPLEMENTAL DRAWING SD-611. 41.99 CL STA: 0+05.21 42.71 CL � 41.75FG 41.75FG RIM: f2541.83' N INSTALL MID BLOCK PEDESTRIAN RAMP PER ISPWC AND I O ACHD SUPPLEMENTAL DRAWING SD-712G. w � W O 12" IN-E = 2538.00 4 SDMH 2 I m O 41.75FG I SU OUT-SW 253 0 2538.00 7 - STA: 1+29.97 O ` O SUMP= 2536.00 _- SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT FOR 3 5 CONNECTION OF NEW ASPHALT AND AS REQUIRED TO L L I INSTALL ±13.5 LF 12" SDR-35 AT 0.22%. INV AT �I ------ O ACCESS UNDERGROUND UTILITIES. REPAIR ASPHALT PER Q o o �� ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-301, SEE SHEET C3.0 O MANHOLE P2 2538.00'. INV AT FOREBAY 2537.97'. O O SD-303 AND SD-806. O Z O a' 0 0+05.21 16.50'R ��" 0c0� CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND O O O INSTALL t11 LF 12" SDR-35 AT 6.81%. INV AT o c i c i O O + 0+87 TRC d � ASPHALT. CONTRACTOR TO FIELD VERIFY CONNECTION O W MANHOLE P1 2539.75'. INV AT MAIN BAY 2539.00'. o. + 37.75FG I j o o+ �, �� O ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES 0 O I � OCCUR, CONTRACTOR TO CONTACT ENGINEER FOR O O INSTALL ARMORED SPILLWAY WITH 3" ORIFICE PIPE. I I O REDESIGN. O00 O 37.75FG SEE DRAINAGE POND SECTION DETAIL ON THIS SHEET. \\ I v O °N° o?C14o �\ N O I O o N O O \\ I I m + \\ 0 INSTALL FLARED END SECTION WITH TRASH RACK. \� j 8 INSTALL 6 SQUARE FEET OF RIP RAP AT THE END OF \ I 37.75FG \, THE TRASH RACK. SEE SHEET C3.0 P/L 47'-0" P/L 0 INSTALL MONITORING WELL PER ACHD 41.75FG� I O SUPPLEMENTAL DRAWINGS SD-627. SEE SHEET 33'-0" C3.0. 2 I 7'-0" 16'-6" 16'-6" 7'-0" _PIR ` 2'-0" 5'-0" 2' 14'-6" 14'-6" 2' 5'-0" 2'-0" O J 3'1 y�AX MPX CO � 41.75FG S��E 2.00% SLOPE I 2.00% SLOPE 31 PE L� -PIR� SLO 3•, O MPX FUG G MAX OUT 4" OF Y4" MINUS BRODY PROFILE CRUSHED GRAVEL 0 STORM DRAIN POND #2 PER ACHD BMP 10 0+00 1 +00 1 +34 12" OF 6" O - NITS - 2550 2550 2' MIN. FLAT LANDINGSIDEWALK MINUS MINUS PIT RUN Q 3" ROLLED CURB AND GUTTER O O NOTES: PER ISPWC, AND ACHD SD-702. CONCRETE SIDEWALK (TYP) 1.) ALL STORM DRAIN MANHOLES SHOWN EXTEND BASE MATERIAL 6" BEHIND PER ISPWC AND ACHD SUP. SHALL BE PER I.S.P.W.C. AND ACHD CURB (TYP.) DRAWING SD-709. SUPPLEMENTAL DRAWINGS SD-611 ��,5� 50 Y2" OF SP-3 MIX, 2.5" PG58-28 x S O 12" STAINLESS STEEL PIPE CAP WEDGE 2540.75' HW ASPHALT PAVEMENT � PRODUCT PART NO. 6015.S OR FOREBAY FOREBAY DESIGN VOLUME 2.) ALL STORM DRAIN PIPE SHALL BE �� Q�� 2540 V5' HW APPROVED EQUIVALENT. SEE V100 = 832 FT3 SDR-35 UNLESS OTHERWISE CALLED OUT. GP TYPICAL 47 ROW STREET SECTION MAIN BAY DESIGN VOLUME ORIFICE DETAIL THIS SHEET. REQUIRED VOLUME �� V100 = 3718 FT3 - NTS - REQUIRED VOLUME V100 = 365 FT3 0 0 2541.75' FG oo rn ffi V100 = 3289 FT3 2540.75' TOP ARMORED SPILLWAY. 254 �' 0 0 ±`" 2545 SEE ACHD BMP 10. rn o+N m Z541.75' FG o m �' o N 0+05.21 FINISHED GRADE o GB 2541.95 0.lil O MAIN POND NOTE: 2537.75' FG �' �1 6" BENTONITE CLAY - .7 % p 98%NOTE: 2537.75' FG LINER ON FOREBAY. - 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER SIDE SLOPES OF FOREBAY INSTALL PER - O ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE ciAND POND TO BE HYDRO ------------------- - --- -- ---- MANUFACTURERS EXISTING GRADE "H4" UNLESS OTHERWISE CALLED OUT.SEED, SANDY SOD OR ACHD RECOMMENDATIONSm APPROVED EQUAL. 2540 V25 = 1.62 FPS V1002540 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS CC ~ cfl rn N SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL LLB N I 2537.75' FG STORM DRAIN POND NOTE: 120.9 LF 12" SD ® 0.23% PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER � CONTRACTOR SHALL NOTIFY THE ENGINEER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES z c~n o c� n v 2537.75' FG SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE w - °O = z IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED o 2536.11 7 12" ORIFACE CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED AND Q L c" ¢ a WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION ( ) C7 J N o a GW = PIPE. SEE ACHD FOR ANY INFILTRATION FACILITY OR IF GROUNDWATER SHALL BE COLORED 'TRAFFIC YELLOW' !ZIP v' CD z BASED ON GEOTECHNICAL INFORMATION PROVIDED BY MTI ON 12" MIN AMENDED SOIL BMP11 IS HIGHER THAN THE EXPECTED ELEVATION. w oz v U N M 6" PRESSURE AUGUST 17, 2020 A PERCOLATION RATE OF 1" PER HOUR WILL WITH VEGETATION. SEE ACHD 2017 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED o a = STORMWATER GUIDLINE DETAIL 4 FOR IRRIGATION c� BE USED FOR DESIGN OF ALL POND BASINS. GROUNDWATER IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE � m VARIES ACROSS THE SITE. TEST PIT 1 IS CLOSEST AND POND VEGETATION REQUIREMENTS. HAVE PERCOLATION TEST PERFORMED BY THE SOILS RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH V � Q SEASONAL HIGH GROUND WATER WAS FOUND TO A DEPTH OF SEE ACHD BMP10 FOR SOIL CLASSIFICATION ENGINEER AFTER POND IS FULLY EXCAVATED. IF THE 48"0 SDMH 1 STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS m � i 5.6' BELOW GROUND OF AT AN ELEVATION OF 2536.11'. PERCOLATION RATE IS LESS THAN SPECIFIED BY THE 0+05.21 10.5' R 48"0 SDMH 2 DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS z SOILS REPORT AND ENGINEER, CONTRACTOR MAY 2535 RIM 2541.7t 1+2 .97 10.5' R 2535 FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A Q w � LL DRAINAGE POND #2 SECTION PER ACHD BMP 10 DRAINAGNEED E BLAST0 OCCUR ORE TO REDESIGN CREATE HE CONDUIT STEMFOR TTO 12" IN 2539.10-E R2 N 2538.82-N COPY OF THE COMPACTION TESTS. o v o � o 12" IN 2539.10-W 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHIEVE THE REQUIRED INFILTRATION. 12" N 2538.82-E - NTS - 12" OUT 2539.10-5 ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH SUMP 2537.10 12" UT 2538.82-W \p NA L SUMP 2536.82 POLICY AND EXISTING PAVEMENT MARKINGS. Plans Are Accepted For Public CO G T F 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS Street Construction OTHERWISE CALLED OUT. By stamping and signing the improvement plans, the Registered ° 9412 ^ 1 2 W 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS �+ Engineer ensures the District that the plans conform to all District MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE / \ 2530 2530 RIGHT-OF-WAY PERMIT. policies and standards. Variances or waivers must be specifically 2/5/21 + O OO 1 OO 1 34 7. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH and previously approved by the District in writing. Acceptance of the C,�,T61 aTE OF �oP��P CUT OPENING AS SHOWN IN END CAPS + + + improvement plans by the District does not relieve the Registered qID 12" INV = SEE PLAN FOR ELEVATION MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED Engineer of these responsibilities. s. K1N i SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. ORFICE DETAIL BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 1 LO N100 -----� '�/ I I I f`I I � II I I 2 (40.87EG) (41.01EG) (40.92EG) (40.91EG) (40.90EG) (40.80EG) (40.74EG) (40. 5EG) (41.00EG) '(41.00EG) (41.09EG) (41.19EG) (41 2 EG) (42.28EG) PI p R- - - i III I Lu = - _ ---- �__ ----- ___��_ _-- _--_--__ _ __ --- ---- PIR 42.00SW 2542 --' II I ------ _ _ (4 .42 G) I I 42.30EP- _ -. _42.36SW _ -- - __--- -- -------- ----- --- ---- _ --__ ald =_- ------ --- ----- --- ------ ---- ------ --- - - _ -_\ I --43.05FG--===- ------ --- ------ ==- PIR- i I I E 42.39GR a I, 42.56SW I 42.00SW IIII U Iw 1 I 42.40FG BLOCK 1 41.99FG I I I II�I, 1 I I \ I S 0 I 40.66BOT 15 42.60FG 13 12 11 10 9 $ 7 1 I 11 I I I 1 O O O � � � 0 0 0 I �� i 1 � cn II I III c_, 42.57FG 42.43FG 42.28FG 42.13FG 42.01FG 42.13FG 42.25FG 42.37FG 42.49FG 42.61FG 42.73FG 42.85FG 1 II I I O 42.63FG O - II II III 4 i i i I �� li I III I (42.1G) Q > (42. E )�I I 42.56EP I 42.41 SW �I �� 0 30' 60' W 42.31SW w I �ti w I I 1 6 rTl I I I I III 42.74FG 42.54FG o ` I I I I III Q c BLOCK 2 SCALE 1" = 30' J m rrnn j l i l 40.79BOT 42.80SW BLOCK 1 42.72SW I V Q 1 0 �I �i f 42.72SW O I Q PI I KEYNOTES J Q O I 117.00 I I I 1 42.58SW 42.43SW 42.28SW 42.13SW 42.01 SW 42.13SW 42.25SW 42.37SW 42.49SW 42.61 SW 42.73SW 42.85SW \-42.72FG J Q m l i I I III III 42.71 SW 42.93SW Q 42.68SW 42.82SW 1 \ it I III y SAWCUT EXISTING EDGE OF PAVEMENT A MINIMUM �I III 42.92SW 42.92FG ^} Q r , j I 2FT FOR CONNECTION OF NEW ASPHALT. REPAIR V Q Q (4 �1E )�\j�I i i 4I.78EP - - ASPHALT PER ISPWC AND ACHD SUPPLEMENTAL I - - - - RIVA CAPRI �I I DRAWINGS SD-301, SD-303 AND SD-806. �11 � Q S Q40.97BOT 9 I CONNECT TO EXISTING SIDEWALK AND ASPHALT. z m L E -r'-IU i 42.70GR I I rQ �42.70FG 42.88SW SD SD SD • SD I1 2 CONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS ( Q 40.9860T 42.98FG / Q BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR, r n O S I CONTRACTOR TO CONTACT ENGINEER FOR REDESIGN. V Q Q 1 Q (42. 2E )�1 I 42.78EP 42.12SW lrwL Il I I II 42.01 SW 42.15SW 42.27SW 42.39SW 42.51 SW 42.63SW 42.75SW 42.87SW 42.99SW 43.04SW I Q I I 42.92SW . . 42.81 SW 41.75FG 41.75FG Q INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. w = U I I I I I 111I I- 1 4 INSTALL BARROW DITCH PER DETAIL THIS SHEET. Q Q 43.05SW 50% - I ��I 40.94BOT 43.07SW Q O 1 I i t I i I I \I - I (42.58EG) w SQ 42.69 Q I I � FG I I I 5 INSTALL CONTINOUS SAND WINDOW IN BARROW DITCH. SEE Q I Q DETAIL THIS SHEET. I I I I I I I li i I 41.75FG i 1 �I IIII 6 W INSTALL 5 FT SIDEWALK PER ISPWC AND ACHD Q SUPPLEMENTAL DRAWING SD-709. SEE DETAIL THIS SHEET. (42. 3E I , 42.90SW 42.78EP 42.50SW I I C II iI I I��IlII III1 I II I 1p IIy II1 IIIIII 42.151 FG O1 42.75FG 42.87FG 42.99FG 43.04FG 42.O92FG L142.8O0FG 42.68FG IIiI 42I.79FG INSTALL 4 FT ASPHALT RAMP FROM SIDEWALK TO NEW S BLOCK 1EL 42.94SW 42.27FG 42.39FG 42.51 FG 42.63FG EDGE OF PAVEMENT.409 . O 0 �QQ � SQPIR 417FG Ww 2O1 O2 I i I . 4 6 O O O O O O O 42.81 SW F 41.75FG 42.39FG Q 5 6 43.15FG 43.17FG 43.19FG 43.24FG 43.29FG 43.34FG 43.48FG 43.56FG 43.61 FG 43.67FG 43.69FG 43.70FG I 43.70FG CDQ N II III III ��\ 4 PIR PIR A I �\ /- 43.05SW ' - 1i i 411.11BOT III __ I I I 4 5 `r� 43.14SW F(D 43.24SW 5 cIR 43.43SW 6 5 GIR BLOCK 1 15 6 i --2542 43. EG Q I 42.88EP 42.88FG 42.75FG.-'� 4 4 43.59SW_ _-- -_____- 43.78SW - �_ 43.05FG I \ ------------------- - _ _ V\1 __ __ _______- _ 43.11FG 43.30FG ___ --- 43.56FG 20 1 "- = 41.10BOT=---__--------- ---------_--- 41OOBOT===--_----__-=---- -=----- = /M1 _ 3 - - __--=--41.2960T.='�= 41.30BOT - -__- _ - -- -- ----_----- --------------- --- --- c•_-- -41.36BOT -- ------=` --=41.53BOT--- --_-_--41.62BOT------- -- �T41.8160T - 43.7,FG 43.10EP ----- ---Lti�� ---�� - - - - - - - - - - - -� - - - - - - - - - - ��_- --_-- -- - - - _--- -- -- ----`----- ----41.95BOT== - _ OP 42.95EP'------ ----- 42.71EP ----- 42.82EP--- -------43.00EP ---- --- 43.12EP�------:gyp --43.15EP --_---- 43.25EP--__- ----- 43.353 __-----------43.55EP`_-_ - -- 43_.68EP z__- T __ = 43.72EP- 43.76EP. _ - - -- g -------� --- - -------`3�---- - - -------------�- ----- ------ - --- ------- �� ( 3.23EG)J d3 _ d3_ - - d3- - - - - d3 d3 -_ ---d3--- ---- 43.00GR�- --- d3 d3 - ---� d3 d33 d3 _d3 d3 _ -d3 3 d3 0 -d _ _Q - _= ------ - - - - - - - - - - - - _ _ _ __ - - - - 7�43 - - - - - - - - -(43.11 EG) (42.86EG) (42.98EG) (43.18EG) (43.28EG) �(43.31 EG) .41 EG) �(43.56EG) �(43.66EG) 43.SOEG) -- --- - Q -^ -- �43.83EG) 1 ------------- � -------- -_ d3 McMILAN RD \ d3 --------- -cd3--- d3 -- ----- --------- li ==========- ==-=====-=-==--====_______------------ _--___-___________________________------- --------- ------------------------ ------------------- ---------------------------- NOTE:-- Q 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE Q Q "H4" UNLESS OTHERWISE CALLED OUT. S S 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS S C� SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE R.O.W. R.O.W. (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND 50.00' ±45.00' SHALL BE COLORED 'TRAFFIC YELLOW' 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED 14.00' 16.00' 3.00' 17.00' 9.00' 16.00' 3.00' 17.00' WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 2' LEVEL LANDING BEHIND 2' LEVEL LANDING BEHIND DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS SIDEWALK t14.00' SIDEWALK ±14.00' FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. N 5.00' 7.00' 7.00' 2' 7.00' t3.00' 2' 5.00' 2.00' 7.00' 2' 7.00' t3.00' 2' o 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT C7 o i SAWCUT EG ELEVATION SEE PLAN VIEW SAWCUT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH z 3.•1 EG ELEVATION SEE PLAN VIEW cv i M POLICY AND EXISTING PAVEMENT MARKINGS. w rn Mq VARIES SEE PLAN S4pp AX CU 2.00% McMILAN RD. VARIES SEE PLAN rn �, S(ppe X t�T 1.75% 2'00% 2.00% 2.00% BLACK CAT RD. F T 1.75% 2,00% 2 00% 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS LLI `n i II S II I II S IIUj ---= IIII III=III_ HWL -- �:� MPx F\�=I I II I I I I =__ I I ==I� HWL `�- - OTHERWISE CALLED OUT. W N o"o N 1=III-I I I- s -I I I_I I I_I I I_I I I_I I III,;,I I I I I I I I-III- ¢,s S�oQ� III-I I-III-III- o s�oP� '' I 1 1= �I- �I, ,�I I i I!S=_ �,s S� - =IIII I I I I I I I I o z o -I 11=1 11-1 11-1 I I-III- -1 I-I I= !Op _-III-III I 1=1 I I-� -III-III-III III III_ �e 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS � w °O z 1 -III-III pop III-III I., -III=III -1 1-1 I 1 _ F _-I 1_I I 1 '1=1 I 1=1 I I - �F I tk� I I 1-' - MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE C7 � N �' o a 6" OF 3/4" GRAVEL i 9 1 11- I - 11 III- RIGHT-OF-WAY PERMIT. =11 -1 1-ISI- - 6"SHOULDER 5"-ASPHALT I - _ I1 6" OF 3/4" GRAVEL 5"-ASPHALT w '� � 00 v o CD o 1 I S I 1 ' GRAVEL SHOULDER SP-3, 0.50 INCH (Y") MIX, PG-64-28. 5' SIDEWALKS PER ISPWC AND ACHD -111-11 I III-I I' 7. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH o a SHOULDER SP-3, 0.50 INCH (Y") MIX, PG-64-28. =I I-I I I I I I-I I TO CONTINUE TO BOTTOM SUPPLEMENTAL DRAWINGSD-709. I I �I MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED m ' 5' SIDEWALKS PER ISPWC AND ACHD 111=111-11 I S I- SIDEWALK TOBE WITHIN t6" FROM -111-111- 1 111- GRAVEL SHOULDER SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS V � Q SUPPLEMENTAL DRAWINGSD-709. ' PER ACHD DETAIL SD-05. -11 MI I I= -_ -1 4"-3/4" ROAD MIX OR MATCH EXISTING CINDER ROAD CENTERLINE ELEVATIONS - TO CONTINUE TO BOTTOM m o SIDEWALK TOBE WITHIN t6" FROM 11-1 S I I I I I- BARROW DITCH '- PER ACHD DETAIL SD-05. 4"-3/4" ROAD MIX OR MATCH EXISTING ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. w o LINDER ROAD CENTERLINE ELEVATIONS I-III-I I - I I-I STORAGE CAPACITY WHICHEVER IS LARGER -II 1 11 1� 'l l 11 WHICHEVER IS LARGER v '-I11=III=III IS 15.75 CF PER 25"-6" MINUS PITRUN III=11I-III Q w I w 25"-6" MINUS PITRUN � � LENGTH FOOT. DROUGHT TOLERANT PLANT SPECIES SEE PLAN VIEW FOR o v o L_ o DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 WINDOWS IN INVERT. SAND WIDOW LENGTHS. AND/OR ASTM C-33 WINDOWS IN INVERT. SEE PLAN VIEW FOR BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. BARROW DITCH / SAND WIDOW LENGTHS. STORAGE CAPACITY BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. �O NT IS 15.75 CF PER SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. CO G T F G' SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. LENGTH FOOT. IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, Plans Are Accepted For Public IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, CLEAN PITRUN CAN BE USED AS BACKFILL. �-+ CLEAN PITRUN CAN BE USED AS BACKFILL. Street Construction BASED ON GEOTECHNICAL INFORMATION AND BASED ON GEOTECHNICAL INFORMATION AND a BLACK CAT RD FRONTAGE & BORROW DITCH SECTION RECEIVING SOILS, A PERCOLATION RATE OF 1" RECEIVING SOILS, A PERCOLATION RATE OF 1" By stamping and signing the improvement plans, the Registered 9412 PER HOUR WAS USED FOR DESIGN OF ALL McMILAN RD FRONTAGE & BORROW DITCH SECTION PER HOUR WAS USED FOR DESIGN OF ALL Engineer ensures the District that the plans conform to all District 2/5/21 - NTS - BARROW DITCH BASINS. - NTS - BARROW DITCH BASINS. policies and standards. Variances or waivers must be specifically 2-E OF sTq ,,�0 and previously approved by the District in writing. Acceptance of the OtigDS. KIN��P improvement plans by the District does not relieve the Registered Engineer of these responsibilities. SHEET BY DATE ADA COUNTY HIGHWAY DISTRICT C3 . 2 Lo 00 Lo N � N W E C'I O O C? S � z 0 Q w 0 30' 60' W Z SCALE 1" = 30' J 0 N WATER METER LEGEND W J O O r , _ 3/4" DOUBLE METER SERVICE PER CITY OF U O MERIDIAN STANDARD DRAWINGS W-1 AND W-2. U INSTALL 1" SERVICE FROM WATER MAIN. W PIR PIR o o SEE SHEET C4. 1 3/4" SINGLE METER SERVICE PER CITY OF z / V J J MERIDIAN STANDARD DRAWINGS W-1 AND W-2. i r ald 11 v I PIR INSTALL 1" SERVICE LINE FROM WATER MAIN. I u ald ald ald IRV O II I BLOCK 1 z CENTER OF WATER METER TO BE 2' BEHIND — (�BACK OF SIDEWALK (TYPICAL). \ O W W 15 14 13 12 11 10 O9 Og Oj O O O O O O t NOTE: W WLi = U I I 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER 0. 1 I METERS AND WATERWORKS BRASS BE ANSI/NSF 61 Q f110 LF 8" WATER MAIN O CERTIFIED. O � (� � Q o u o0 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER W C� W Q I � mA _ ALL OTHER WATER LINES NEED 4' OF COVER. I z � m _ cn I w W ±385 LF 8" WATER MAIN N BLOCK 2 W Q I ±25 LF 8 WATER MAIN I BLOCK 1 " 1 f O SEWER LEGEND = � 1 1 1 1 1 1 1 1 1 1 1 1 ±97 LF 8" WATER MAIN Q I s NEW 8" SEWER MAIN Q W W � �• z_ I J EXISTING 8" SEWER MAIN II 70 1 w w w UCD ww I I I I I I I I I I I I I I I \ I NEW 4" SEWER SERVICE E B + RIVA CAPRI ST. I I LJ LI N - -I - I I- - �- - - - - s s s s SINE B LINE B4 O - 48" DIAMETER SEWER MANHOLE I I - SD D SD SD s Fw EXISTING 48" DIAMETER SEWER MANHOLE I I 6 n r 4" SEWER SERVICE LABEL I STA: 6+82 = I - 43.0' L STA: = SEWER MAIN STATIONING t43 LF 8" WATER MAIN 43.0' L OR R LENGTH OF 4" ww - SERVICE LEFT OR RIGHT OF MAIN LINE. I I I I SEE SHEET C4.2 INV. 27.48 10 FEET BEHIND PROPERTY RLINE.VICE DEPTH t19.5 LF 8" WATER MAIN I SERVICE LINES HAVE A MINIMUM 2% I I II I LL GRADE TO THE PROPERTY LINE. I II I I 11 I- I J, NO TE TE I II II ww A I CFOR OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 1 11 C BLOCK 1 ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS.PIR SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALLSED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 1 II GIR 16 1 17 18 19 20 21 22 23 24 25 26 27 28 29 I I II W I PIR I I II w GIR NOTE FOR WATER INSPECTION: w PIR PIR PIR PIR PIR AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS Q I I AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES GIR GIR GIR GIR BLOCK 1 15 GIR I DRAWING SD-403 EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD I .................... J - - - -- - - - -- - - - - - - - - - I \ 03 03 03 03 03 03 03 03 03 03 03 03 03 03 N d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 c� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Y Cc cn W O� � We _ J 0 _ 10 _ C3 o W C� x z V < Ld J NLLJ UJ N QQ Q ` Z � CD a- 2 x CD (N V �2 m m 0 j w o z � Q w L m = Q o U o LL_ o 5�o N A L F 5 G T 9412 2/5/21 �yq�S oK IN��P SHEET C4 . 0 LO 00 W � C'7 i O O 00 v� z cv STA: 0+00.00J I IO NOTE I 0 0 - j i Q > CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 00 I I I 0 30' 60' FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. I W LOCATIONS SHOWN E PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL S E E S H E ET C 4.2 O SCALE 1" = 30' z NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. I ao U o N � NOTE FOR WATER INSPECTION: Q v, W AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS + J N . J C-O O AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES I �� M� 5 N WATER METER LEGEND J O EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD Q N;'>I Q a; DRAWING SD-403 _J zJ r ; t.J } } / 4 � 3/4" DOUBLE METER SERVICE PER CITY OF 2 I i MERIDIAN STANDARD DRAWINGS W-1 AND W-2. m INSTALL 1" SERVICE FROM WATER MAIN. SEWER LEGEND 1 2 2 2 3 J O 3/4" SINGLE METER SERVICE PER CITY OF z MERIDIAN STANDARD DRAWINGS W-1 AND W-2. m w INSTALL 1" SERVICE LINE FROM WATER MAIN. n O Q s NEW 8" SEWER MAIN o 180' 11 g N. BRODY AVE. ri f o t — LINE A 1+00 91 CENTER OF WATER METER TO BE 2' BEHIND Q EXISTING 8" SEWER MAIN s N BACK OF SIDEWALK (TYPICAL). \ O 1 11 SSMH 2 9, O Lu W NEW 4" SEWER SERVICE LINE A STA: 1+28.91 NOTE: O EXISTING SSMH 1 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER STA: 0+00.00 LINE B STA: 1+28.18 � METERS AND WATERWORKS BRASS BE ANSI/NSF 61 (f� Q • 48" DIAMETER SEWER MANHOLE m CERTIFIED. L.L O w z_ Q EXISTING 48" DIAMETER SEWER MANHOLE � � O 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER m ALL OTHER WATER LINES NEED 4' OF COVER. 4" SEWER SERVICE LABEL I N W STA: = SEWER MAIN STATIONING 3 STA: 6+82 43.0' L OR R = LENGTH OF 4" 430 L0 SERVICE LEFT OR RIGHT OF MAIN LINE. 1 INV 27.48 = 4" SEWER SERVICE DEPTH _ 10 FEET BEHIND PROPERTY LINE. v O - SEE SHEET C 4.2 N WATER KEYNOTES SERVICE LINES HAVE A MINIMUM 2% O I I I+I + � W GRADE TO THE PROPERTY LINE. I m W OREMOVE 2" BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN AT EXISTING GATE VALVE. OPOTABLE/NONPOTABLE PIPE CROSSING. SEE O GENERAL NOTE 3 ON COVER SHEET C1.0 SEE SHEET C4.0 FOR WATER MAIN LENGTHS INSTALL 8" TEE (ALL FLG) O3 2-8" GATE VALVE (FLG X MJ) 1-8" FLGxMJ ADAPTOR INSTALL 8"x6" TEE (MJxFLG) < 1-6" GATE VALVE (FLG X MJ) W t14LF OF 6" C-900 OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF EAGLE WATER SUPPLEMENTAL STANDARD DRAWING No. SD—W1 O LINE A PROFILE Q 0+00 1+00 1 +29 SEWER KEYNOTES 0 3' 6' W CONNECT TO EXISTING SEWER MAIN. CALCULATED 8" INVERT AT 2532.10' FINISHED GROUND O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF W SCALE 1 = 3' DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. cn EXISTING GROUND z W 254011 2540 I I / 12 M D / II I 6" PRESSURE IRRIGATION I 1 1 8" WATER 1 1 CROSSING o N � 2535 i 2535 m N I I z .00 _ _ V)(10 1 124.91 LIT 8" SEWER ® 0.41% oo w t^ o Q J N `v ¢ a ` n Z W (n u O O� 48"0 SSMH 2 0 48"0 EXISTING SSMH 1 1+2891 LINE A-SWR CDm N 2530 0+00.00 LINE A-SWR RI"1+2818 LINE B-SWR V RIM 2541.9t 2530 M 8" IN 2532.20-S 8 IN 2532.82-W 8" IN 2532.82-E U w 8" OUT 2532.10-N 4" IN 2533.15-S � = Q J_ 8" OUT 2532.72-N C:) U oLL_ o 5\0 N A L F NOTE: CO G T 0 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC a 9412 2525 AND ARE TO BE INSTALLED WITH NO 2525 2/5/21 0+00 1 +00 1 +29 0yq�S.oK IN��P SHEET C4 . 1 LO N � W E N C'7 I O SEE SHEET C4.0 FOR WATER MAIN LENGTHS S Q 0? - � II I11 I I I 111 II � � z BLOCK 1 SEE SHEET C 4. 1 3°' 6°' O cn O15 _ a W 14 13 12 11 SCALE 1" - 30' � I_LI Q O I z 1 1 1 1 1 1 1 % I J Of A rI� WATER METER LEGEND N CD CD Iz o O + In M �"� CO [D + �� + p + + + O N O O CEO O N - BLOCK 2 J W I.. CD ��I IN EMI I�Ln I� 0O M �M M r(7 Lq r� r'") f N' N' + + cD + c0 to O BL " v zJ n z v � zI _z "'_Z zl "'zl � -ZI -z z Q Z 3/4" DOUBLE METER SERVICE PER CITY OF J O O �O r-!j � O � O rJ O � � � � J -j � � Q O MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Q O O I- I� 6 INSTALL 1" SERVICE FROM WATER MAIN. U Q 3/4" SINGLE METER SERVICE PER CITY OF MERIDIAN STANDARD DRAWINGS W-1 AND W-2. V W �6�� 3 1 SSMH 2 1 1 INSTALL 1" SERVICE LINE FROM WATER MAIN. 7 / (- W LINE A STA: 1+28.91 2 4 1 Z O A w w w w LINE B STA: 1+28.18 w CENTER OF WATER METER TO BE 2' BEHIND m I I �43 1 1 1 t o 1 77 1 1 �110 o RIVA CAPRI STSSMH 3 . I I BACK OF SIDEWALK (TYPICAL). r n O Q U STA: 5+28.17 5+ 17 5+00 I S LINE B L S S - I + S I S LINE B LINE B o STA: 0+00.00 NOTE: VQ O Ell 4+Oo 3+00 2 00 s 1+0 s I 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER \ O 6 5 so �b 0 0 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 I LLI CERTIFIED. N O O n 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER O 3 Q II - ( ALL OTHER WATER LINES NEED 4' OF COVER. O CD �-� m W 7 t �� JQ0 CD� J� +Jo J� O� + J� + -�CD � O I� O 00 00 00 O o 7 Ln Ln I J O J O c0 J� r 7 J I O J �I IN r�I IN �I IN �I I��I Ie��I + + "o + WATER KEYNOTES W O � z)I I� �MI I. �zI I� N�I I6��I I��zI � N� N� N NO N� II L- 1 POTABLE/NONPOTABLE PIPE CROSSING. SEE II I vl GENERAL NOTE 3 ON COVER SHEET C1.0 II \ F INSTALL 8" TEE (ALL FLG) � = W II I O2 2-8" GATE VALVE (FLG X MJ) O BLOCK 1 1-8" FLGxMJ ADAPTOR P'R I CD U O3 INSTALL 45' ELBOW WITH THRUST BLOCK O O II 16 I 17 18 19 20 21 22 23 24 25 26 27 28 29 � INSTALL 8"x6" TEE (MJxFLG) O GATE OF 6 VALVE C 900 G X MJ) t 13LF INSTALL 8"x6" REDUCER (MJxFLG) W O5 1-6" GATE VALVE (FLG X MJ) t13LF OF 6" C-900 O6 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF EAGLE O O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W1 INSTALL 1-1/2" WATER SERVICE AND METER PER CITY OF MERIDIAN STANDARDS (STANDARD DRAWINGS W4) FOR O7 DOMESTIC SECONDARY WATER SOURCE FOR PRESSURE O IRRIGATION, INCLUDE REDUCED PRESSURE BACK-FLOW SEWER LEGEND ASSEMBLY (RPBA). RPBA TO BE APPROVED BY STATE TO IDAHO DEQ AND MERIDIAN WATER DEPARTMENT. O O s NEW 8" SEWER MAIN LINE B PROFILE � EXISTING 8" SEWER MAIN 5+28 5+00 4+00 3+00 2+00 1+00 0+00 mI NEW 4" SEWER SERVICE SEWER KEYNOTES � O • 48" DIAMETER SEWER MANHOLE FINISHED GROUND \\s__ ___7- - - - - -- - - - - - - - - - - - - - - - - O SEWER SERVICE TO BE C-900 AS SEWER AND WATER SEPARATION IS LESS THEN 18". MAINTAIN 6" MINIMUM SEPARATION. LLJ EXISTING 48" DIAMETER SEWER MANHOLE 4" SEWER SERVICE LABEL - - - - - - - - - - - - - - - - - - STA: = SEWER MAIN STATIONING STA: 6+82 43.0' L OR R = LENGTH OF 4" EXISTING GROUND - 43 0 L SERVICE LEFT OR RIGHT OF MAIN LINE. z_ INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 2540 2540 10 FEET BEHIND PROPERTY LINE. � / " S SERVICE LINES HAVE A MINIMUM 2% GRADE TO THE PROPERTY LINE. 0 R z� N E A z �o i w rn m CC NOTE 1 �� 1 1 O� /� 8" WATER Or CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 253 535 ? w � = Z FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. Q LT� "' a a LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL 396.00 LF 8" SEWER ® 0.61% z -,o w o �i i NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 48"0 SSMH 3 Z cYn cv o 5+28.17 LINE B SWR 124.18 LF 8" SEWER 0 0.41% W = RIM 2542.7t a m o N 4" IN 2535.55-N V � 8" OUT 2535.22 E 48"0 SSMH 4 m L�j 0+00.00 LINE B-SWR z NOTE FOR WATER INSPECTION: 48"0 SSMH 2 RIM 2542.6t Q w � w AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS 1+28.91 LINE A-SWR 8" OUT 2533.33-W o v o o AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES 1+28.18 LINE B SWR EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD 2530 2530 DRAWING SD-403 8" IN 2532.82- 8" IN 2532.82-E CO G NT F G' NOTE: 4" IN 2533.15-S 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" OUT 2532.72 N 0 3' 6' FACE OF MANHOLE TO FACE OF MANHOLE. a 9412 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SCALE 1" = 3' 2/5/21 SUMPS. C'sT"q TE \OP�O Q 2525 2525 y� OF 0S. KIN�� 5+28 5+00 4+00 3+00 2+00 1 +00 0+00 SHEET C4 . 2 Lo N Lo 4\ -/ cV W__* E CI 1 O S O 00 � z 0 0 30' 60' Q W 111 SCALE 1" = 30' z J PRESSURE IRRIGATION KEYNOTES W J = O O1 REMOVE 6" CAP END OF PIRR AND CONNECT TO EXISTING CD 6" PIRR STUB. t433 LF 4" PIRR I ±48 LF 4" PIRR �J U I t99 LF 4" PIRR �n L�� dh O2 INSTALL 6"x4" TEE W/THRUST BLOCK. V > WJ W 3 PI PIR PIR PIR oio 3 — —I 3 1 T Ir I 11 4 2 Hid aid a aid aid- P O3 INSTALL 4" GATE VALVE W/THRUST BLOCK 0 W \ram I TYP. 2 V I TYP. f — 10 10 BLOCK 1 9 TYP. O4 INSTALL 6" GATE VALVE W/THRUST BLOCK w W � O o = C� I 0-0 � 15 14 13 12 11 10 O9 Og Oj O O O O O O t II w I INSTALL 6" 11.25° BEND W/THRUST BLOCK O � (f) Q CD LF 6" PIRR I 6 INSTALL 6" 22.50° BEND W/THRUST BLOCK O I O:fm O w OW � Q t108 LF 6" PIRR m _z BLOCK 2 I O7 INSTALL 6" 45° BEND W/THRUST BLOCK W W W I N BLOCK 1 —I O O INSTALL 6" 90° BEND W/THRUST BLOCK I I I I 5 I I 4 I 9 INSTALL 12" C-900 SLEEVE. SEE PLAN FOR LENGTH W W • 5 Q w w I~ 10 INSTALL TYPICAL LOT SERVICES PER ISPWC SD-901. O I I I t50 LF 6" PIRR ww — — I + — — RIVA CAPRI ST. II O s s sI s s I INSTALL DRAIN PER BPBC STANDARD DRAWING IRRIG-03. SD D SD 11 9 n 6 12 INSTALL AIR RELEASE PER BPBC STANDARD DRAWING IRRIG-01. w w ±85 LF 6" PIRR I I I I I I I I 4 II 13 5 INSTALL 1-1/2" WATER SERVICE AND METER PER CITY OF SECONDARY MERIDIAN TWADTERDSOURCEDARD DRAWINGS W4) FOR FOR PRESSURE IRRIGATION,DOMESTIC O I II I 13 INCLUDE REDUCED PRESSURE BACK-FLOW ASSEMBLY (RPBA). II RPBA TO BE APPROVED BY STATE TO IDAHO DEQ AND MERIDIAN LL WATER DEPARTMENT. I II 7 rF ±97 LF 6" PIRR A A Q ±35 LF 6" PIRR NOTE W W L6P' \ I BLOCK 1 t374 LF 6" PIRR CONTRACTOR IS RESPONSIBLE FOR MEETING � _ I THE CITY OF MERIDIAN SPECIFICATION FOR R 16 17 10P 18 1s 20 21 22 23 24 25 26 27 28 oP 29 CORRECT LOCATION/PLACEMENT OF FIRE (� I I II O O II PIR J I HYDRANTS AND WATER METERS. LOCATIONS (� t168 LF 6" PIRR I a II SHOWN ON PLAN ARE FOR REFERENCE W I ww II G'R PIR PIR PIR PIR A PURPOSES ONLY AND SHALL NOT BE USED 5 I II BLOCK 1 GIR GIR GIR 8 FOR EXACT LOCATIONS OF METERS OR FIRE cIR � u 15 HYDRANTS. 12 - - - - - — — - - - - - - - - - - - - — — — — — — - - - - - - - - - — \ 93 03 03 93 93 93 d3 93 93 93 NOTE N d3 d3 d3 d3 d3 d3 d3 d33 d33 d3 d3 d J3 J3 3 d3 d3 c� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ( Q) ALL WORK TO BE DONE PER ISPWC z STANDARDS. COORDINATE ALL INSPECTION N WORK WITH ENGINEER OF RECORD (208) LL! N I W L 639- 1992. PRESSURE IRRIGATION TO BE W N° cy J PRIVATELY OWNED AND MAINTAIN BY THE00I '? wz SUBDIVISION HOA. Li J N N !:ImpcnCDw Z W Cn U O O� 2 x CD 0- O � N V �2 m m o w o z � Q w L m = Q o u o L__ o 5�o N A L F 5 G T 9412 2/5/21 �yq�S.oK IN��P SHEET C4 . 3 Lo 00 Lo N � N W E C'I O O S � z 0 Q w 0 30' 60' w � Z SCALE 1" = 30' J � N � NOTE J O CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION Q O O FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND U STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY — -I- AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. ^ > W I v I I ��znn STREET LIGHT: T XXXPEE 1 BLOCK 1 f f STREET LIGHT NOTES: (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) O O O O O O O O O O O O O O O O w LLI = U I w W � 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 I � O I I II I TYPE 2 STREET LIGHTS SHALL BE INSTALLED Q� Q:�: o AT LOCATIONS SHOWN IN PLAN O Q Q II m � I o0 TYPE 1 DAVIT STREET LIGHTS SHALL BE W z INSTALLED AT LOCATIONS SHOWN IN PLAN. m W II TYPE ONE STREET LIGHTS TO BE METERED I II w w I I STREET LIGHT: BLOCK 2 LJJ II TYPE 2 2 I I I I BLOCK 1 STREET L EH� XXXXXX TYPE O XXXXXX II STREET NAME SIGN R MUTCD AND ACHD STANDARDS W II Q a c� O RIVA CAPRI ST. STREET LIGHT: TYPE 2 66 n XXXXXX F I I II I II I I ww FF II � I � I I ww II CD CBLOCK 1 I STREET LIGHT: I II xTYPE 1xxxxx 1J 17 18 19 20 21 22 23 24 25 26 27 28 29 I II I W LLJ I ww STREET LIGHT: STREET LIGHT: (� TYPE 1 TYPE 1 II xxxxxx BLOCK 1 15 xxxxxx II u I � P c \ 03 03 03 03 03 II 03 03 03 03 03 03 — 03 - 03 — — — N \ d3 d3 d3 d3 d3 d3 d3 03 d3 d3 d3 d3 d3 d3 d3 c� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N � Y Cc U W O� � W L (/) O z ~ °° 1 Or N � , I Q w O N d J 2sQ CL ` w V) u O CD W 2 � d = CDvim) V �2 m m o w o z � Q w LLJ L�j m = Q o C-) o LL_ o 5�o N A L F 5 G T 9412 2/5/21 �yq 7,e S OF IN��P SHEET C4 .4 I I Lo co N � GIMH EXIST m N O STA: 8+16.49 m + _ \ % co - CD T KEYNOTES CO 00 c � Iw c, I CONNECT TO EXISTING 15" GIRR PIPE. CALCULATED S � O nI 15 14 INVERT OF EXISTING 15" PIPE IS 2540.88. CONTRACTOR I I III O TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING > } I III 15" IRRIGATION LINE BEFORE CONSTRUCTION. Q � I I III Lu III 2O INSTALL 4'x4' BOX. SEE DETAIL ON SHEET C5.1. 0 30' 60' Z I I I III J � m I I III SCALE 1" = 30' C I I � III III J LC I la-Iw III NOTE: J � O III 1.) ALL GRAVITY IRRIGATION TO BE INSTALLED PER SETTLERS IRRIGATION U O Q DISTRICT STANDARD SPECIFICATIONS. w (� IIII O I 2.) ALL GRAVITY IRRIGATION TO BE INSPECTED BY SETTLERS IRRIGATION ) DISTRICT INSPECTION SERVICES AND BY ENGINEER OF RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. z 10 III m L� 0� UI 3.) ALL GRAVITY IRRIGATION WILL BE OWNED AND MAINTAINED BY SETTLERS Y IRRIGATION DISTRICT. CD m C nI W w = C I w W GIMH 4 STA: 6+55.11 1 L CC III ` LU C� W C W � SEE SHEET C5. 1Al o 21 0BLOCK 1 I W W I Iw 1 II PIR_ I I I III GIMH 3 I I C CDc�R 16 I 17 18 19 20 21 22 23 24 25 26 27 28 29 I U I III STA: 5+92.55 � I 11I 5 °p I C w III GIR 167' PIR PIR PIR A STA: 0+GIBOX 23.05 I � I I I B STA: 0+00.00 \N III 4 GIR i GIR GIR GIR BLOCK 1 15 GIR 2 I 1 3+00 2+00 1+00 9 rrI � I I GIMH 2 STA: 3+97.23 BBB- TOB _ 99• W 801 - - - 801` - - - - - - - �C - - -- - 91- - - - - - - - - - - 801 - - - - - - - -TSB- - - - - - - - - - - - - - - - - - - - - _ - �- GIMH \ OP CD - - - - - - - - - - - - P = _ _ = I= _ _ - - - - - - - - 1 L� \ Tom',B d3 d3 d3 I l)Fi d3 �R d3 d3 - 10 d3 93 `13 n� 3 STA: o+oo.o0 1 0 d3 d3 d3 d3 d3 d3 d3 d3 a3 d3 d3 d3 d -fin/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - YY W C \ W. McMILLAN RD. W a GRAVITY IRRIGATION LINE A PROFILE 8+16 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 C Q 2550 2550 n C CD 2545 19.1 LF 15° 2545 0 FINISHED GRADE GIRR @ 0.42% Y w U v N � O m N - � � � i - - - - - - I ~ Cfl � U' Q II - - - - - - - - - - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - - 1 M � o 0 _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I , - - - - - - - - EXISTING GRADE w co _ 7 U~io � c� z I GIRR CAD 0.46 z cn c' w Y Cl o I I 370.2 LF 12" Q LT C 4 25401 I I 2540 Z 191.3 LF 12" W � � � u o � II 58.6 LF 12'> GIR 0.12" 48" GIRR CYLINDERMH 1 O a I I 0+00.00 0.0' � � m 157.4 LF 12" GIRR 0.51% 4'x4' GIRR BOXBOX RIM 2543.7t V m o 12" GIRR CALCULATED I I GIRR @ 0.49% RIM 255 0.0' 15" IN 2540.88-E w INVERT = 2537.07. 48" GIRR CYLINDERMH 2 RIM IN 254t 15" OUT 2540.88-N v w FIELD VERIFY BEFORE � = Q w CONSTRUCTION 3+97.23 0.0' NO SUMP Q w [-- NOTE: w 1 IN 4 . - 48" GIRR CYLINDERMH 3 RIM 2543.1 t 12" OUT 2540.80-W o v o � o 48" GIRR CYLINDERMH 4 12" IN 2539.08-E 1. ALL GRAVITY IRRIGATION MANHOLES TO BE 12" OUT 2540.80-N 5IM 2.55 0.0' INSTALLED PER I.S.P.W.C. STANDARD DRAWING NO SUMP 6+55.11 0.0' RIM 2543.Ot 12" OUT 2539.08-W 48" GIRR CYLINDERMH EXIST RIM 2543.0t IN 25315- NO SUMP SD-612 WITH NO SUMP. S\o 2535 8+16.49 .0' 12" IN 2537.84-S 12" OUT 2538. 5 NO SUMP 8 15E N 2535 co G NTH` G' RIM 2543 Ot 12" OUT 2537.84-N 2. ALL 12" PIPE TO BE SDR-35 UNLESS 12" IN 2 37.07-S NO SUMP OTHERWISE CALLED OUT. 12" OUT 537.07-11 NO SUMP 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING 9412 MAY BE REQUIRED 2/5/21 S.oK IN��P 2530 2530 SHEET 8+16 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 C5 . 0 Lo 00 Ln i N C'7 O O 00 v� � z 0 Q w 0 30' 60' w � Z SCALE 1" = 30' J SEE SHEET C 5.0 w I C� I„ CD a III GIBOX I � p KEYNOTES U O Q 1tlH I I A STA: 0+23.05 N � _ II B STA: 0+00.00 O O N CONNECT TO EXISTING 4'x4' BOX. 12" INVERT (� W GIMH 1 I 9• 180' 180' 18 O CALCULATED 2538.39' CONTRACTOR TO FIELD VERIFY v W STA: 0+00.00 LOCATION AND ELEVATION OF EXISTING 12" IRRIGATION z 12" INV AT WHEEL GATE I aio _ _ - -Al - _ LINE AT EXISTING BOX BEFORE CONSTRUCTION. �n OUT 2540.80'-N - W � T- zft V W B BOLT DOWN COVER I I 3 O SEE APROFILE FOR PIPE LENGTHS. O GIMH 6 GIMH 7 GIBOX EXIST ON EACH CORNER O w STA: 1+01.91 2 STA: 1+68.91 STA: 2+49.32 1 \ c) LLJO3 INSTALL 4'x4' BOX. SEE DETAIL ON THIS SHEET. W W v lC' E I I LL O s uJ � W Q EXPANDED METAL LID 00 u� NOTE: 1.) ALL GRAVITY IRRIGATION TO BE INSTALLED PER SETTLERS IRRIGATION W 12" INV AT WHEEL GATE DISTRICT STANDARD SPECIFICATIONS. OUT 2540.80'-W 2.) ALL GRAVITY IRRIGATION TO BE INSPECTED BY SETTLERS IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF RECORD. GIVE A _ LLI , MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. 0 (� li] F3.) ALL GRAVITY IRRIGATION WILL BE OWNED AND MAINTAINED BY SETTLERS W 15" INV IN IRRIGATION DISTRICT. 2540.80'-S A CD O � GATE BOX #1 PLAN -NTS- B A RIM ELEV. 2544.00' Q O A GRAVITY IRRIGATION LINE B PROFILE 0+00 1 +00 2+00 2+49 W W 2550 2550 15" INV. INVERT IN 12" INV AT WHEEL GATE 2540.80'-S OUT 2540.80'-N Q 12" INV AT WHEEL GATE OUT 2540.80'-W BOTTOM OF BOX 2545 FINISHED GRADE 2545 2440.00' 2 GATE BOX #1 PROFILE -NTS- - - - _ _ _ - - - - - - - - - - _ _ CD EXISTING GRADE i Y U 97.9 LF 12" - - - - - - o 00 GIRR p 1.017 63.0 LF 12" N cn 2540 7s.4 2540 L o � LF 12" cn s IRR p r, rn v, 1.65% � oo "� 48" GIRR BOXBOX z N I cI Z 0+00.00 LINE B = 48" GIRR CYLINDERMH 6 48" GIRR CYLINDER H 7 o o N a o 1+01.91 0.0' -1 u-, o i 0+23.05 0.0' LINE A 1+68.91 0.0' ,., RIM 2543.7t �' Z Y o RIM 2544.Ot RIM 2543.5t cn cv o � 12" IN 2539.81-S �i oz (n U o C _ 15" IN 2540.80-S 12" IN 2539.65-S 48" GIRR BOXBOX EXIST 12" OUT 2539.81-N CD a- cn 12" OUT 2540.80-W 12" OUT 2539.65- 2+49.32 0.0' 12" OUT 2540.80-N SUMP 2539.79 CD m SUMP 2539.63 RIM 2542.3t V �2 � m Q SUMP 2540.00 8" WATER MAIN 12" IN 2538.39-S m o 2535 12" OUT 2538.39-N 2535 zin NOTE: SUMP 2538.37 c� w 1. ALL GRAVITY IRRIGATION MANHOLES TO BEoo� = Q J INSTALLED PER I.S.P.W.C. STANDARD DRAWING o u o Ll- o SD-612 WITH NO SUMP. 2. ALL 12" PIPE TO BE SDR-35 UNLESS 5\0 NA L F OTHERWISE CALLED OUT. 0 G T G' 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING a MAY BE REQUIRED 9412 2530 2530 2/5/21 0+00 1 +00 2+00 2+49 gOsOF \0' �P SHEET C5 . 1