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Home My WebLink AboutConstruction Drawings L() 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 N 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 5 ,,:I- 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. 0 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 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 THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY W. CHERRY LN. 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 MERIDIAN WATER DEPARTMENT. 00 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o Of cn 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q > ROADWAY (CITY OF MERIDIAN) W 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. m Lij 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY F� Z 2! 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. PTO - PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. W. PINE AVE. w W. PINE AVE. J 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE (� O 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. - _ 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING SrrE MEADOWS 3 Q AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS ROADWAY (ACHD) J SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. Q = 1. ALL CONSTRUCTION IN THE PUBLIC 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. FRANKLIN RD. (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. (f) 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL - 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. 7 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 Lr n C)WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. � U 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 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 0 = INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. - VI CIN I T Y M �P -AW 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 N.T.S. _ 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. U-) O Q ENGINEER. O � = 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE - SHEET INDEX - LLLJ o o m WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. m 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP Q 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 W WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C2.0 FINAL PLAT 75: 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 C2.1 FINAL PLAT 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. W 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 C2.2 FINAL PLAT 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. (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 C3.0 W. PINE AVE. FRONTAGE PLAN L� ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. = C). 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 13 ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD C3.1 STREET PLAN & PROFILE - N. BILTMORE AVE. _ 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 DRAWINGS: (2017 EDITION) C3.2 STREET PLAN & PROFILE - W. QUARTERHORSE DR. >_ CROSSING 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 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 C3.3 STREET PLAN & PROFILE - N. STRONGHOLD AND W. 208-387-6284. U 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 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MEADOWPINE QT. BEDS, DRAINAGE SWALES). MARKINGS. C3.4 STREET DETAIL SHEET 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C4.0 MASTER UTILITY PLAN SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING C4.1 SEWER LINE A - PLAN & PROFILE SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C4.2 SEWER LINE A & LINE C - PLAN & PROFILE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 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 C4.3 SEWER LINE B - PLAN & PROFILE THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. C4.4 SEWER LINE B - PLAN & PROFILE W W 2. 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 C4.5 STREETLIGHT, SIGNAGE & STRIPING PLAN = 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. MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C5.0 SITE GRADING PLAN 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 C5.1 SITE GRADING NOTES 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. 0 PRESSURE IRRIGATION PLAN W 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN C6. � MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH SHEET THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS C6.1 GRAVITY IRRIGATION LINE A - PLAN AND PROFILE C)LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 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 C6.2 GRAVITY IRRIGATION LINE A & LINE B - PLAN AND PROFILE RULES (IDAPA 58.01.16). CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. C6.3 PRESSURE IRRIGATION CROSSINGS PLAN AND PROFILE 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., 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 cn LISTED IN SECTION 6000 HIGHWAY CUTS; of ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. 0 i 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 Y TRENCHING OPERATIONS. z z 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. SWPP AND EROSION SEDIMENT CONTROL PLAN E rn � Cl o � 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 EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY NOI'S AND WORK IN ACCORDANCE WITH AN APPROVED W N M ,�� > Lv THE CENTER OR EDGE OF A TRAVEL LANE. EROSION AND SEDIMENT CONTROL PLAN (ESC) OR STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA. THIS EROSION AND z SEDIMENT CONTROL PLAN WILL NOT BE PROVIDED BY THIS ENGINEER AND WILL BE PROVIDED BY OTHERS. EPA CAN BE REACHED AT 208-378-5746 FOR oo �, a_ fl- 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION REQUIRED INFORMATION. ANY PERMITS SHALL BE PRESENTED TO THE CITY OF MERIDIAN PRIOR TO CONSTRUCTION. a LioN " S o STANDARDS OR TIME IS A CRITICAL FACTOR. Z Q z o a- 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W w w U) o w o - BENCH MARKS - - LD-RSUB-2023-0023 - w ACHD STANDARD REQUIREMENTS � u w NAVD 88 DATUM CITY OF MERIDIAN SPECS Q w < w BEFORE DIGGING, CALL � < J � 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND v C:) L` o STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DIGLINE AT 1-800-342-1585 DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY = ' S\0 NA L F DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE INITIAL POINT ■ ■ ■ 1-1 5 /vo, PARCEL 1 1/4 FOUND BRASS CAP � T APPROV OWNER/DEVELOPER SURVEYOR ENGINEER GEOTECH s.9 s/4 MONUMENT a 04/11/25 KB HOME IDAHO, LLC CK-ENGINEERING F C�ONSTRU� SABRINA DURTSCH [jDAHORVEY GROUP, LLC SHADOW JUNGENBERG ATLAS TECHNICAL CONSULTANTS, LLC TEOF0 1299 N. ORCHARD ST, SUITE 210 W. EMERALD ST 1300 E. STATE ST, SUITE 102 2791 SOUTH VICTORY VIEW WAY s.9 s.10 FOUND ALUMINUM CAPBOISE, ID 83702 IDAHO 83704 EAGLE, ID 83616 BOISE, ID 83709 S.16 S.15 MONUMENT 208-250-6161 -846-8570 208-639-1992 SDURTSCHI@KBHOME.COM SHADOW@CK-ENGINEERS.COM ■ SHEET 1\1 2 c 1 . 0 Lf) Cb L0 i N CC� O O HORSE MEADOWS SUBDIVISION NO. 3 BOOK , PAGE 00 � z 0 LOCATED IN THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, Q W T3N, R1 W, BM, CITY OF MERIDIAN , ADA COUNTY, IDAHO w 2025 z Q + rJn W I V CASTLEBROOK SUBDIVISION NO. 2 j I _ BASIS OF BEARING m S89'11'08"E-1318.75' J � CP&F INST. NO. N (S89'31'38"E 1318.83') z l J O 105185212 - - - - - _ _ _ _ _ _ _ _ - _ _ _ -W. PINE AVE. 1/4 (589'11'35"E)r �? - - - U Q S89'11_08E �° - - - - - - - _ � - n - � - - _ C S89'11'081 793.66' CW 1/i6 S89'10'S8"E ^ C 1/4 D~ C� CUB 525.09' 11.50' 662.16' z a S89'11'08"E 609.44' 131.50' 11.50' 1317.25 ®� POINT OF - g3,59, 101.13' BEGINNING o i^ I 621D 125.92' \ CP&F INST. NO. _ 226.71 CIS 1� N89'11'0$"W 76.56' o CP&F INST. N0. ly6\ \ 1 \ T I o 112067279 2024-023610 U N SEE NOTE 10 S89'11'08"E 638.68' \ \ r-----C22---- 1 I CN t O o v 40.00' 53.53' �� `" N N 101.13' S3.4D 43.00' ¢? � 0 25 50 100, �I� Z a - - - _- bg 38' 340.73' i SEE NOTE 10 (D cn cn 0 5'� �5 -I 3r � r -589'11 O8"E - 108.00'-... - W m Uj SEE NOTE 10 19 w 0 (6 \.�'08 \ o \ W \ \ BLOCK 6 L-_--- ----L20 23.5 i 23.5' 0 0 z5 J Q C17 s BLOCK 6 5 \ s6 - , o I 2O I o SCALE: 1" = 50' C) 'n o o w I w I S6�\ SS' \ 06•' 2 L W U I I Z Z o ��o ` e4 FMN \F O I S89'11'08"E 21 20 1a � 17 aoi 16 `� 8E \ NQ 9�FNTADYCq \ \�8s 10$.00' LEGEND _N o U z .Z 0 66�0 \ 6C?CBS�R/Sq! \ o r Y o ® FOUND ALUMINUM CAP MONUMENT O Q `N o /0 o �` o IMF \ o I 3O v o CD FOUND BRASS CAP MONUMENT LL O z I �oo p' I I o I I 5 Z ��coy4'�� . S83y)'p " Nj \ \ \ \ ^ I 10- 58911'O8"E m 10' 10' IRRIGATION PLASTIC CAP OR AS NOTED-cr FOUND 1/2"REBAR WITH PLS 11779 Ill = Q �5 i o \ 8F \ I _ - EASEMENT, INSTRUMENT � _ 50.98' I s `j� / \ \ � I Q 108,00' FOUND 518"REBAR WITH PLS 11779 I I 25.49' 43.00' 45.00 13.4fi' Cr �5 17p tJ E - N0. 9028671 ® PLASTIC CAP,OR AS NOTED Z r_-N89'22'39"W 3 O \ 09, \ tc:> W cs Vr-_- u� L3050'J 54.08' 'o C ' ` 15 \ \� oo 4O o O SET 112"REBAR WITH PLS 11118 PLASTIC CAP "' cSET 518"REBAR WITH PLS 11118 PLASTIC CAP '39"w $4.59' 22 - _ W. �AEADOWPINE CT. NI - - - -S89'22'29"E- - 10.08' \ I op - -S89'11'08"E- ❑ CALCULATED POINT N8922'39"W 124.50' 126.26'-- - _ z 7.35' 108,00''�' \ - - - - SECTION LINE5 '22'39"W 110,50' `� N �+ o o 63jj\ N \ a - - CENTER LINEo zo + 30.50� 40.00' 40.00' C21 14,93' 40.00' 44.00' 4D.10' 40.D0' 29.i4' Cg �� J 1 h 14 I o p8F \ \ \6��jO I zo PUBLIC UTILITY, PRESSURE IRRIGATION &LOT " r- - - 1Q'� 10' Z �� \ F - DRAINAGE EASEMENT LINE-SEE NOTES 1 &2 W S8922'29"E - 589'22'29"E \ in \ \ \��j 0 0 SO - - - - - - - EASEMENT LINE AS NOTED O o I I I I I - 108.49' w r - - 102.26'- -- - C73 I c S O \ I oo ZD m ACHD STORM WATER DRAINAGE ------------- 5' f I cn I h S k \ EASEMENT LINE,SEE NOTE 10 �, w a I I o: r7 F F w: w w w w w w �� I w 23.5 23.5' I 13 o O w I w /gyp SFMFiv�F�Y 6 SUBDIVISION BOUNDARY LINE w �n po N p N o o o N p c"�.r oo cv o I : n v 96 T p �� 24 25 0 26 •"' 0 27 oN 28 0 29 r- 3D "' a 31 M oN 32 ao �'L -5$9'22'29"E - o J in 0? S 7R 1vi co Q r7 N r• N N n u'] I Z 08 I '9 N WLOT LINE Z o I z l z l z z z Q o m -S89'22'29"E-.. - o S UI,�C v 3 wADJACENT PROPERTY LINE " Z BLOCK 6i 1 I Z Z I I r 108.00' - w F - i08.00'. . -{ 90' I z r \ \937)08E NT r L'\ 18 LOT NUMBER I I I 5, I I o 12 o I O t o - 8y8,\ p N 10' EASEMENT DIMENSIONS II5 0 0 0 - ..J -. L.. -.. J - .J ✓ - L_ J L 40.10'J L 40_00'._ ] "39 O I S89'22'39"E S 89'22'39"E S89'22'39"E S89'22'39"E S89'22'39"E S89'22'39"E 589'22'39"E S89'22'39°E 33 I ¢ L -S89'22'29"E - 108.DD'- Z 101 S$9'22'29"E-- 108.00'- J I r, 6 \ \ o `� CURVE TABLE w 40.00' 40,00' 40.00' 40.D0' 44.00' I �� h 40.06' 40.00' 40.00' 40.00' 40.04 40.00 40.71' 40.82' J oo rn I p o _ �, _� s 1 7 - -1 h - n I 5- - BLOCK _ -1 F_ , o - CURVE LENGTH RADIUS DELTA BEARING CHORD -589'24'32"E - BLOCK 61 z o I I 57 co I I CIDI F - - 105.23'- -�- ��ij C1 3&89 500,00' 4'27'25" N8845'51"E 38.88' I W 11 o rn I w w I "ILI I -I`' � ,W � =w � f � �I � � i coFw aW _w i� I o 0o I O U I-CD C2 37.21' 476.50' 4'28'27" N88'46'22"E 37.20' 00 N O O O N'1I cD O a0 O co 6 07 p � O O 42 r• 41 N 40 v 00 39 N m 3$ ~ O N O O O N O O O a Z 00 1 D N o 9 N o 8 N o 7 N o 6 a0 h N n n r- N 37 36 35 i� 34 o z w ' N � c.i ,n c i O N w L � m J "' C3 3.57' 50.00' 4'D523" S88'34'54"W 3.57' o r� r• "' o '� rn rn "� rn rn Z '-`� o 0 7 o r� 0 00 r� "' o a a is o0 0 o o N I -S89'24'32"E- T d O Z Z Z I Z I Z I W n N Z Z Z Z I C4 5.25' 73.50' 4'0523" S68'34'S0"W 5.25' o z I ' I bay" ;h - .108.00' - z z o 23.5' I 23.5' Z I I I I I I I 5'--z 23.5' 23.5' o f 8 k o C5 7.49' 13.04' 32'59'30" N74'07'46"E 7.38' o: 5 J 1_� J L J \� I CE 5 J o L J o 1L5' o - J - - I �o' C6 5,03' 13.00' 22'09'05" S78'17'56"E 4.99' J L ~ ' 5.28' 20.23' 40.82' 40.8T J '� - - - - �� i - -58924'32"E- 10' O I_ - L 40.10' 40.10 i J 35.10' 40.DD' 40.00' 40.00' 33.89' -2.93' 4D.10' 40.10' C4 - _ C7 78.53' 50.00' 89*59'12" N44'23'02'W 70.70' Q 2' WC C2 40.10' ,�, n C I C6 I - 108,00' - ^ C8 27.85' 26,50' 60`12'47" N2929'50"W 26,59' Z J? LO o ," ,nw,N 138.80' `" _ - - `�' 263.00' cV N86'32'OS"E 218.72' _ _ _ _ - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® 9OLO C9 13.7T 26.50' 29'46'25" N7429'26"W 13.62` N C1 _ _ - - - - W. QUARTERHORSE DR. S89.22'29"E 401.80' o �, to 662.40' a° 23.50' -} - 1O$.00' - - J C10 8.50' 73.50' 6'37'21" N2'42'07"W 8.49' 1 N89'21'28"W 793.90' C11 44.45' 73,50' 34'38'52" N23'20'13"W 43.77' UNPLATTED UNPLATTED C12 30.52' 73.50' 23'47'26" N52'33'22"W 30.30' NOTES C13 31.98' 73.50' 24'55'34" N7654'52"W 31.72' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, HORSE NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN LINE TABLE LINE TABLE LINE TABLE MEADOWS SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS C14 78.61' 110.00' 40'56'47" S68'54'15"E 76.95' THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, C15 30.02' 21.00' 81'53'34" S48'25'52"E 27.52' 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A AGRICULTURAL FACILITY OR EXPANSION THEREOF. L1 10.05' N48'25'52"W L9 14.24' N34'20'25'E L17 20.00' NO'48'01"E C16 21.65' 57.00' 21'45'50" N18'21'59"W 21.52' PERMANENT EASEMENT FOR PUBLIC UTILITIES, HORSE MEADOWS SUBDIVISION HOMEOWNERS 10. LOTS 19AND 33,AND PORTIONS OF LOTS 1 AND 2, BLOCK 6AS SHOWN ARE SERVIENT TO AND CONTAIN L2 9.52' S89'21'10"E L1O 25.23' S34'20'25"W L18 45,79' S63'17'08"E "' ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED C17 124.61' 57.00' 12515'22" S88'07'25"W 101.24' INTERIOR SIDE LOT LINE,AND OVER THE TEN(10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON 1_3 5.27' N24'21'40"E L11 5.72' N28'22'56"W L19 20.00' SO'36'34"W BOUNDARY. NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY,AND C18 43,06' 57,00' 4316'53" S3'51'17"W 42.04' V o z 3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE L4 10.01' NO'37'58"E L12 39.47' S28'22'56"E L20 73.83' S8911'08"E C19 8.12' 57,00' 8'09'59" S21'52'09"E 8.12' L, N EFFECT AT THE TIME OF THE RESUBDIVISON. MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY � w � o HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE L5 6.98' N65'04'40"E L13 6.39' N63'17'08"W L21 30.00' SO'48'52"W � co 6' � 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY THE NAMPA MERIDIAN IRRIGATION DISTRICT IN C20 39.48' 57.00' 39'41'14" S45'47'46"E 38.70' � OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. W cn I o COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(B).ALL LOTS WITHIN THE SUBDIVISION WILL BE L6 8.97' N63'49'42"W L14 35.93' S61'40'16"W L22 61.12' N89'11'08"W ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA 11.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY C21 23.62' r5TOW 23'44'lfi" 577'3D'31"E 23.45' '' v~i 00 z MERIDIAN IRRIGATION DISTRICT. LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. L7 10.28' NO'35'28"E L15 34.16' S58'12'15"E L23 14.74' S58'12'15"E ♦♦= w 00 a- 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE 12.THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS V J o WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF L8 10.99' N34'20'25"E L16 20.00' NO'4$'Ol"E w i FOR HORSE MEADOWS SUBDIVISION, RECORDED AS INSTRUMENT NO. - RECORDS OF ADA z BUILDING PERMIT SUBMITTAL UNLESS A GREATER EASEMENT EXISTS, IN WHICH CASE THE EASEMENT COUNTY, IDAHO,AND AS MAY BE AMENDED. wi 11' o N - CD_ (n O N w SHALL GOVERN THE SETBACK 13. DIRECT LOT ACCESS TO W. PINE AVE. IS PROHIBITED. o o 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE NPR.l_A N ELa:n ? Iuti Q M m oRE5PON51BILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 14 COMMON LOT 23 OF BLOCK 6 IS SUBJECT TO A BLANKET CROSS ACCESS SHARED DRIVEWAY EASEMENT M NO IRRIGATIONIDRAINAGE ENTITY. FOR THE BENEFIT OF LOTS 21,24, 25 AND 26 OF BLOCK 6. THE RIGHTS, RESTRICTIONS,AND SL,� <�' 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL RESPONSIBILITIES FOR SAID EASEMENT ARE DEFINED IN THE CC&R DOCUMENTS FOR THIS SUBDIVISION. �G 'QG UHIGH GROUNDWATER ELEVATION. SURVEYOR'S NARRATIVE o Land eying and Consulting = Q J 8. LOTS 1,2,5, 11, 19, 22,23 AND 33 OF BLOCK 6,AND LOTS 1 AND 5 OF BLOCK 7 ARE COMMON LOTS TO BE CLINTON W. HANSEN 1 1 1 1 0 231 E. 5TH ST. v L` OWNED AND MAINTAINED BY THE HORSE MEADOWS SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION PLS 11118 19 MERIDIAN, ID 83642 ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES, DRAINAGE, CORNER MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF HORSE MEADOWS SUBDIVISION, 0 .y P, Z (208) 288-2040 faX (208) 288-2557 PRESSURE IRRIGATION AND GRAVITY IRRIGATION. CASTLEBROOK SUBDIVISION NO.2,CHESTERFIELD SUBDIVISION NO. 1, INFORMATION FROM RECORD OF �/� if OF G,� www.landsolutions.biz 9.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT SURVEY NUMBERS 3245, 13655,AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND T P" NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY N A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 24-07 SHEET 1 OF 3 SHEET C2 . 0 Lf) 00 L0 i N CC� O O HORSE MEADOWS SUBDIVISION NO . 3 gooK , PAGE 00 � z 0 cn Q w LU z J 0 � J � CD Q Z O U O O CD u� CERTIFICATE OF OWNERS ACKNOWLEDGMENT Z KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL STATE OF IDAHO �II�� PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING COUNTY OF ADA � S.S. `J m O DESCRIBED PROPERTY IN THIS SUBDIVISION; 0 ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID U� O A PARCEL BEING LOCATED IN THE NW /4 OF THE SW /4 OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 WEST, STATE PERSONALLY APPEARED STAN KATANIC, KNOWN OR IDENTIFIED TO ME TO BE THE DIVISION PRESIDENT w O BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE O cnO COMMENCING AT A BRASS CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID NW '/4 OF THE SW IA, FOREGOING "CERTIFICATE OF OWNERS" ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED FROM WHICH A 518 INCH DIAMETER REBAR MONUMENT MARKING THE NORTHEAST CORNER OF SAID NW 1/4 OF TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. W O THE SW Y4 BEARS S 8901 V08" E A DISTANCE OF 1318.75 FEET; �O THENCE ALONG THE NORTHERLY BOUNDARY OF SAID NW %4 OF THE SW %a S 89°11'08" E A DISTANCE OF 525.09 IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN Q THIS CERTIFICATE FIRST ABOVE WRITTEN. LLJ FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY, ALSO BEING THE SOUTHERLY BOUNDARY OF MY COMMISSION EXPIRES CASTLEBROOK SUBDIVISION NO. 2 AS SHOWN IN BOOK 89 OF PLATS ON PAGES 10346 THROUGH 10348, LL RECORDS OF ADA COUNTY, IDAHO, S 89-11'08" E (PREVIOUSLY S 89°31'38" E) A DISTANCE OF 793.66 FEET TO A cn POINT MARKING THE NORTHEAST CORNER OF SAID NW Y4 OF THE SW Y4; RESIDING AT W THENCE ALONG THE EASTERLY BOUNDARY OF SAID NW Y4 OF THE SW Y4, ALSO BEING THE WESTERLY BOUNDARY OF CHESTERFIELD SUBDIVISION NO. 1 AS SHOWN IN BOOK 96 OF PLATS ON PAGES 11924 THROUGH = 11928, RECORDS OF ADA COUNTY, IDAHO, S 0°36'33" W (PREVIOUSLY S 0-15-44" W) A DISTANCE OF 418.06 FEET NOTARY PUBLIC FOR THE STATE OF IDAHO TO A POINT; THENCE LEAVING SAID BOUNDARY N 89021'28" W A DISTANCE OF 793.90 FEET TO A POINT MARKING THE SOUTHEAST CORNER OF HORSE MEADOWS SUBDIVISION AS SHOWN IN BOOK 129 OF PLATS ON PAGES 21213 THROUGH 21216, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE EASTERLY BOUNDARY OF SAID HORSE MEADOWS SUBDIVISION N 0°38133" E A DISTANCE OF 420.45 FEET (PREVIOUSLY N 0°38-55" E, 420.44') TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 7.64 ACRES, MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, CERTIFICATE OF SURVEYOR Q IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE L� ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS"WAS DRAWN FROM USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY O IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE 20 RELATING TO PLATS AND SURVEYS. Z N O KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY NV_LA NO BY STAN KATANIC, DIVISION PRESIDENT o� CLINTON W. HANSEN a 1 1 1 0 PLS 11118 NIOI�Z o 2 �i 9TF OF tiTON W HPcn 0 Q) Y � Z Q � W d, � Ld WN � � o � 00 � w z � � � z tjj cf) o , � o W — 0 � H (y^ J N d O W W W c C O Ocn = LJ d O CD _ LLan ? Iuti nns � � m ��L 3: u ..Land veying and Consulting Q W = Q - � 231 E. 5TH ST. MERIDIAN, ID 83642 (208) 288-2040 fax(208) 288-2557 www.landsolutions.biz JOB NO. 24-07 SHEET 2 OF 3 SHEET C2 . 1 Lf) 00 L0 i N CC� O O HORSE MEADOWS SUBDIVISION NO . 3 BOOK , PAGE 00 � z 0 cn Q w LU z J 0 � HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR J O_ SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I U Z ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. ( SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. z v m c Z ADA COUNTY SURVEYOR 0 = � O W O U cn _ CENTRAL DISTRICT HEALTH, EHS DATE O LL LU m Q CERTIFICATE OF THE COUNTY TREASURER 00 Q i, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE W REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT Q COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. W APPROVAL OF CITY COUNCIL cn W I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: _ 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF KB HOME IDAHO, LLC, AT MINUTES PAST_O'CLOCK_.M. ON L� APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES O Q I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY Z APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER LL_ FEE: CITY ENGINEER cn \ONA%-LA N S o S T G,A 4 Y CLINTON W. HANSEN 1 o ,1, o — � C w PLS 11118 a u' z lq � W v � � 3: � APPROVAL OF ADA COUNTY HIGHWAY DISTRICT �� 2 W M w OF � 5 z � Z THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY ON W. HP' (� Q o N ' o DISTRICT COMMISSIONERS ON THE DAY OF , 20_ z o a W wwo o o = w o �i o m _ ELa:n: ® I U t i ns m � i z � Land Surveying and Consulting Q w � Q w = - � PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST. MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB N0, 24-07 SHEET 3 OF 3 SHEET C2 . 2 Lf) 00 Lo N N 0 30' 60' W. PINE AVE . - FRONTAGE EXPANSION E CD SCALE 1" = 30' � STA: 0+00 . 00 - STA: 5+00 - 00 s z O Q W 2559---- LLI \`\ CHISEL-X " EL=2560.25' J IN __- __ __ _ ________ --------- 0+99.45 +50 2+00 .2+ 0 3+00 +50 4+00 -4+59 5+00 5+50 57.90 CL 58.38 CL 58.89 CL 59.35 CL 59.79 CL W..21 CL 60.40 CL 60.28 CL --2560--__ Q 17 CL 59.95 CL m Q 2560 W. PINE AVE. 0+00 1 00 W PINE AVE. 2 0 3 0 � 4 0 5400 -W. PINE AVE. m (58.17,$6) 2 (58.58SC) (59.11SC) o (59.61SC) (60.05SC) ,- 22 (60.43SC) g (60.56SC) 2 (60.60SC) 5 (60.39SC) o (60.27SC) - - - - - - - - - - - - - - - - - - - - y - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - a� - a s� ,� �, `q , °O ------ - - - - - - - - - - --- _ EP ' _ __- EP �'`� EP _ EP- _ EP d EP N 1 00' °O ~ 59.35SW -- ---' --- ------- - - 61.39SW - 61.21 SW 61.03SW, 1 - ------------ __ __ rrnn 58.83 V-` __ --------- -- ---- =-------- ------- - _ _ 6131SW 2 V ------------- 1 _ - - rm - ___ __--- -59.93SW- o---- -- 60.43SW ---`- - 60.80SW 5EG) 61.23SW �\�� ------------ - - 1.1 1 I _ 3 / 59.25SW TOPC6000EG __ 4 . _9� (60. 6 (60.66EG) (59.96EG) \ /•\_ z > 0 I 58.46SW 4 -- -- 1.24E -- ----- \ p o 0+94.73 18.00'R o o - -- --- -- -------�-- -- -- �- 4 \ v 1 58.83 NC I --- -- ----U o ----- u o - -- -- U o 1------ ---- c� o _ _ _ c� o c� o I c� o o W I °O -- o ------ f o _ _- - -- - -- - ``,`� oO 4 U Ln= LU y I /I ao ---- °6 ----- - 00 00 y 0o J y ao `�`� m / c0 W _� .. N O c'oO M O _ O o N p \ O N O O O _ cq I O p� O� p O C O O __ �A - O \ \\ ` tp cp O cp cp O cp0 o \\ i i �I I \ _ \\\ GAR\ \\ ��`� 6 \ O `I iI I i I O 19 ` � Q �-/ _ I�j I I I III I �s O ' W � EXISTING PINE IS SUPER ELEVATED TO DRAIN TO NORTH SIDE OF ROADWAY. STANDARD STREET NOTES: KEYNOTES: KEEP EXISTING DRAINAGE PATTERN AFTER WIDENING & INSTALL W R.O.W. REVERSE LIP VERTICAL CURB AND GUTTER ON SOUTH SIDE OF PINE RD. 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD REMOVE CURB TERMINUS & CONNECT TO EXISTING CURB, GUTTER, AND cn SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. O ASPHALT. CONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS BEFORE O R.O.W. 30.00' CONSTRUCTION. IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT I 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN ENGINEER OF RECORD FOR REDESIGN. 0 30.00' 12% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID 12.00' 18.00' INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING I NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' O ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL C VARIES 1' 5.00' 2.00' 1 VARIES' f9' I 6.00' 1' 5.00' 2.00' 7.00' I 9.00, 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR DRAWINGS SD-301, SD-303, SD-806. FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED CROWNED FG ELEVATION I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY SEE PLAN VIEW KEYNOTE 7 I 3 MAX SAWCUT LINE NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC REMOVE EXISTING SIDEWALK BARRICADE & MATCH EXISTING SIDEWALK O 3.•7 S��Pf CUT SEE PLAN FOR ELEVATIONS SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. ELEVATIONS. TRANSITION DETACHED SIDEWALK TO ATTACHED SIDEWALK. SLOPE VARIES SLOPE VARIES I SAWCUT SECTION LINE 1.75% SLOPE VARIES S(OpEAX CST 1.75% SEE PLAN VIEW SEE PLAN VIEW SEE PLAN FOR ELEVATIONS F\�� " ' "' 4. PRIOR TO PLACEMENT OF ANY PAVEMENTMARKINGS CONTACT ACHD INSPECTION PINE AVE. I SA�PEX SEE PLAN VIEW I PINE AVE. 2.00% FOR VERIFICATION OF COMPLIANCE WITH POLICYAND EXISTING PAVEMENT MARKINGS. O4 CATCH EXISTING BERM GRADE @ 3:1 SLOPE. SLOP o 0 0 0 0 1' FLAT LANDING 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. CD0 0 0 0 0 0 0 0 BEHIND SIDEWALK o 0 0 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS INSTALL 14' DRIVEWAY CUT PER ISPWC AND ACHD STANDARD SD-710B FOR L L I FLAT LANDING 5' SIDEWALKS PER ISPWC AND ACHD OTHERWISE CALLED OUT. O ACCESS ROAD. (/) I BEE HIND SIDEWALK 2.5"-ASPHALT I SUPPLEMENTAL DRAWING SD-709. 2.5"-ASPHALT � Z SP-3, 0.50 INCH (1/2") MIX, PG-64-28. SP-3, 0.50 INCH (Y") MIX, PG-64-28. 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS 5' SIDEWALKS PER ISPWC AND ACHD EXTEND BASE MATERIAL 6" BEHIND OTHERWISE CALLED OUT. O SEE GRADING PLAN FOR ACCESS ROAD DETAILS W O SUPPLEMENTAL DRAWING SD-709. 4"-3/4" ROAD MIX CURB (TYP.) 4"-3/4" ROAD MIX OR MATCH EXISTING Q WHICHEVER IS LARGER 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH EXTEND BASE MATERIAL OR MATCH EXISTING ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. CREATE NEW CROWN TRANSITION FROM SUPER ELEVATED ROAD TO CROWNED W 6" BEHIND CURB (TYP.) 20"-6" MINUS PITRUN WHICHEVER IS LARGER 6" VERTICAL CURB AND REVERSE LIP 20"-6" MINUS PITRUN O7 ROAD. TIE NEW CROWN INTO EXISTING CROWN TRANSITION ON PINE ROAD. SEE W GUTTER PER ACHD SUPPLEMENTAL 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. PLAN FOR ELEVATIONS. 6" VERTICAL CURB & GUTTER PER ACHD DRAWING SD-701 R. CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF W SUPPLEMENTAL DRAWING SD-701. ) MUST BE REVIEWED AND APPROVED BY ACHD. PINE AVE. FRONTAGE - CROWNED PINE AVE. FRONTAGE - SUPER ELEVATED REGULATORY SIGNS ECT. 8 SEE CROWNED PINE FRONTAGE DETAIL THIS SHEET. - NTS - - NTS - Q CD �N W. PINE AVE . - FRONTAGE EXPANSION 30 E STA: 5+00 . 00 - STA: 9+06 - 25 SCALE 1" = 30' S 0 N 0 0 U -----� ----------- 2560---------- ��----o� rn z - swror sw _ rn CHISEL-X `�_-_--'-' i--------------- w/ �_- o M o EL=2560.25' - O/ \ ' ~ o i \ 1 $ L_ _ --------- -------- PINE STA: 7+74.66 ,1 1 ��\\ -CD00 Z 5+00 5+50 6+00 6+50 7+00 7+28.33___ BILTMORE STA: O+OOAO I 8+22.67 8+50 8+90.02 60.03FG ---- Q N 60- _ Ei0.17 CL 59.95 CL 2 59.83 CL 59.64 CL 59.52 CL 59.42 CL -2559 59.49 CL 2 59.59 CL 59.69 CL 59.72 CL 9+06.25 EXISTING PINE l�B� J 59.65 C CROWN TRANSITION 2s w 'tea' o o o F 5 00 0 -_ _-_- - - - - -�- N W. PINE AVE. - - /-� o C. r W. PINE AVE.__ 6 0 7 00 _ 8+00 9+00 s9 CD m = w - (60.39SC) - 1� (60.27SC) - -{69�4SC� (59.88SC) (59.80SC) - (59.76SC) 7 (59.73SC) 7 - 59.95FG "' 1 0' 1 m � m - - - - - - - - - - - LLJ s - - - - - - - - - - - - - ar - - - - - - - - - -� - - - - - - �__ o, (59.89EG) o -EP w _ /� -- �'- __- p-c------� -- - \ p 00 O/ I (59. G� U w N =---- _� r Y - - - - (n 61.21SW 61.03SW. --- ------------ i60.65SW ---60.57SW--- ------ ----.59.90FG• ------- 60.16SW ;--- o v o o o i - --- ------------ y _ \ o r I 60.85 _ - __ 60.53SW ------- ------- p� 60.43SW 60.32SW 2 m 60.10SW ~ (60.66EG) (59.96EG) /.\,,,- \ �\ �\ --�-- - - - - P252EU�- O� -_-----I_�S _ .0 62.46E 62.12FG 61.39FG Wo .�� 4 `� `� tr 1 _ _ __ TOP -TOP- o =___ - -- - -- W -i / o �' o `--- �. c� o ' -1 2563 -•Q_c� o T �'-=c� Zl- o =-- �' o -- - o- U) I I a0 O . O O ------Y --. � p a0 00 CJ / 1\ U U I� o� ao . ao 2562 ----- ao 0o - --- II 59.47SW o \ N 2 N c0 ---_ CO ---- -- -- �, 59.68SW - _ N N-__� N e NOT APPROVED p CD N N 04/11/25 In O O 00 -- O `O -_________ O O O 00 ---- --- N cD co co + , co + x---256001- co co + -- -- III----- ---- 9 --- + � '--�� \ \ o 6 �n2560_ Lo p� co - --------3� --- - I --- :----- - ---- eo ---- -�� -\\ \\ of +III I I o \ - 00 FOR CONSTRUCTION BLOCK 1� i � - - - - - - - - - - - - Q / '�� -------2560--___-\ � 1 I I II �II I rn vTq P� L - - - - - - - I I ( dJ I II II II OF\O � SHEET � \ SEE SHEET C3.1 ' ' ' ' I '' ' '' ' ' C0 . 0 Lf) 00 L0 W � N SEE SHEET C3.0 - -J u c� -- _-_-_-_- ----- - -- - __ - _ _ __ \ _ . \ ----- / r / r/iii ri \ -2564.- _ I �� 2565 ---- --------_-- , //// ff 1 `� ��_` - --------- - - --------- I r i I00 --- - -- _ - ---------i __ __ ___ __ ____ ,p ----2563 -- �___t- ��^ I I I r/ �� ---- ------ ------ ---2563-------- ------------- r// i/rr// I / \ --_ ------------------------_- - O -_ �___ __ I---T \ cw - --- --+ -- - /// / /�� / ° r ^ 2561 --- I I� rn \1 /�---� ©- I - -2561 -� -F ------------- �//// / r / I I \ I // / / \ I I I I I I i �� Q W 0 30' 60' W \ I N / I I06 o \ / o SCALE 1 = 3011, rJ� O j (D I \ I I II J I 1 1 N w \ / 1 \J I` I I II o l 1 1 I o \ w w r //r // 1 �/ I I I I I Ln 3 1 1 n \ o 0 0 / /// // �� o / J i -� I I I I I co U c� / //r // / Lrn / o a� o o \� o- o U I F I o D \ co ca // / / / 5 IV n c� n Lrn I-P r I 1 R30.00 I I m cc \ N m r` i ,n ///j /// / / N C:)- , I/ / STANDARD STREET NOTES: o o N // /// /r ao � ]C(CD) i r` M m CD Loo "? o66r` // / / / o m corn o co / / r r; of a 1 I I I I + I I + + ` + + + r // / r/ / / co + ,� n ao M Lo °O n� e 1 I I I I o I I o N / /// / // r / + r7 i + + + + + N � 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD U(v C)14 SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. �., 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN u 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES z \ N. BILTMORE AVE. �� 59.90 CL I I i 2 it 1 \ / r / _ 2+47.85 / PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID ) 4+18.35 12 4+36.96 INSERTS WET-SET INTO THE CONCRETE CONCRETE STAMP AND ADHESIVE MATS O / / r 61.50 CL / 10 0+00 j j I - - I I 1+00 0 0 - l / / ,2,48 rr�ri / i /3+00 59.63 CL 59.71 CL NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' n U 1 , r , , /, - - / - 4+00 4+50 V r� \ 0+09 I I I 0+49.79 3 �r n I / / /r/ // / / -____ - T - I j- 1 W I I I 1+54.82 I / < r// ri 2+02.89 I 3+00 3+81.84 I I 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR 59.73 CL I I I I 159.76 CL I / 16.0 61.83 CL / N. BILTMORE AVE. 60.71 CL 59.78 Cl FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED 0 I I I I I 61.45 CL 0' g / r/ / WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY � W O 0 I I 15 NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC / / /r rr r ►rr I ' i i SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 7\114+36.03 29.72'R cn Jin 59.0 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION �� I FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 1 R20.00' QO co I I I c cn • I / ' o //i --____ 1 n 3+81.84 16.50'R W � Q U O U ifJ /U c) / U L(') �_ /�/ /�� ---- co- F_ _ � cli 59.70 TRC + 3 i I 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. �� N //// rj /'n rn N `� 1 I Q, o 00 - //// ? */ o o o O 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS Q W I I I I00 + 6 + \ ;%�% c� °O / `� + OTHERWISE CALLED OUT. 1 1 > I I I I I o I + / /// // + / N + r� � � W Q / /// r / / C14 I 1 1 I / // rr rr U n o 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS W I I I I I O �/ �� r ter/ �, m OTHERWISE CALLED OUT. I I I I -A 8 ao m in j I I I 1 M 00 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH L � o ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.\ � L� � cn oI T - i/� 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. 0 CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF C) � .��/ /��%� err/i� I O O O 1I i REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. 1 1 1 I SEE SHEET C3.2 U KEYNOTES: CATCH BASIN #1 - TRC = 2559.68', 12" INV. OUT = 2556.70' OPER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.26CFS, Q100=0.37CFS). INSTALL 129LF OF 12" C-900 @ 0.51 BILTMORE AVE PROFILE O 12" INV. AT CB#1 = 2556.70' W 0+00 1 +00 2+00 3+00 4+00 4+50 12" INV. AT CB#2 = 2556.55' CATCH BASIN #2 - TRC = 2559.68', 12" INV. IN & OUT = 2556.55' C) O3 (Q5 O RISPWC 27C& ACHD Q100=0 37 C S)NTAL DRAWING SD-604A TYPE IV W VERTICAL SCALE 0 3' 6' INSTALL t1.5LF OF 12" SDR-35 ® 3.33% O O4 12" INV. AT CB#2 = 2556.55' 12" INV. AT S/G TRAP #1 = 2556.50' SCALE 1" = 3' OINSTALL 1-1000 GAL. SAND AND GREASE TRAP #1 PER ISPWC AND ACHD 2570 2570 SD-624. SEE DETAIL SHEET C3.4. m Q OINSTALL SEEPAGE TRENCH #1. o SEE DETAIL SHEET C3.4. 93. 3' VC 10 2+01.33 FVI (2562.19) O7 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627. AD: -3.1 % K: 30.0 2+02.89 HP 2561.83FS O8 SEE GRADING PLAN FOR ACCESS ROAD DETAILS 2565 �� 2565 O INSTALL 16' DRIVEWAY CUT FOR ACCESS ROAD PER ISPWC AND ACHD SD-610B. / m Ln ,w,o o �0��o O INSTALL MIDBLOCK PEDESTRIAN RAMP PER N 0 cq �` 10 FINISHED GROUND Lo� � +N �� Q _ o 0 CD o co J ACHD SUPPLEMENTAL DRAWING SD-712G. cv r-r` +N +N r7 00 r- M� O^ N Y J� N m # +Lo +�N�j,\ c' +,� °O�; , CATCH BASIN 3 - TRC = 2559.55', 12" INV. OUT = 2556.60' � Z O N / O '\ M"� N +Ln 1 1 PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV W N c� i c, / � -1.50q mm W m CD (Q25=0.38CFS, Q100=0.54CFS). -� r") o \ 1 60% cf) co 2560 / _ _ _ �� _ _ _ _ - - - - - a 0.40% 2560 INSTALL t15LF OF 12" C-900 C� 0.61% tt?D� a L o 12 12 INV. AT CB#3 = 2556.60 v - - - - - - - - - 1 I 1 - - - - - - - -� 12" INV. AT SDMH #1 = 2556.50' z � Qz w - o 0 0+16.04 / wi w O o C j GB 2559.90 I o 1 I 13 INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES M m C. EXISTING GROUND 4" PIRR w"ROADWAY TO BE EXTENDED IN THE FUTURE". V m o m 12" SD 15" GIRR � o 1 W/ 8" SLEEVE 8" WATER MAIN 3: v Lv 14 INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. = Q J cil U C:) LL_ Cl 2555 2555 15 INSTALL CURB TERMINUS PER ISWPC STANDARD DRAWING SD-707. �S�p NA Fti 8" WATER MAIN EXISTING 42" GIRR (<c NOT APPROVED 04/11/25 48"0 SDMH 1 FOR CONSTRUCTION 6+99.85 2 0' R RIM 2559. t 12" IN 25 6.50-E 2550 1;U OUT 2 56.50-W 2550 0+00 1 +00 2+00 3+00 4+00 4+50 SHEET C3 . 1 BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 SEE SHEET C3.3 - 1 SEE SHEET C3.1 N _ I 10 c , Q Al i / I 1 o a�n o �+r; 6_ � " \ - _�2 , 'g,��♦��\ n �U . . . �2 cJoi Lq SwN N w 0-1 O \ �\� Lo+ 2 J JSS9. (D >Wm CD v p °n W Lq co � ` 1.6 N � c co� � O + M I 00 0 30' 60'o - i + 79 (5 29EG)i I 4+75.24 16.50L L r 4+02.24 i 6.501 - - `\-_ 7.07EG) 58.21 TRC L __ __ _ ` . 21 TRC (55.83- 44EC CE 20EG 1 SCALE 1 30 ----------- -3EG - - - - - - --- - - - - - - 59.34LIP(54.4 z O Q - - �� ------ -------------------�` ---- ----- �, 2+99.52 C0 4+38.74 _-\ �- 7+01.75 2+95.95 16.50'L L__ 57.28 CL - _ 4+75.24 I o I O O ---------------�- _ 58.15 CL y un 6+65.24 59.63 CL 57.17 TRC 3 00 o sk�00 I o• 58.29 CL 5+00 ----------I-----`D o 2+00 59.23 CL ��v 2+95.95 I/ r--- _ �4+02.24 I p I Z 1+00 �� ` 57.25 CL `� I/ 4 �o 58.29 CL -- I �' 1 Lq 6 O-i- 2 W. QUARTER HORSE DR. 11 W. QUARTER HORSE DR. �i \\ ----------- ------ O 16.50 R 6+65.24 16.50'R CD / 57.17 TRC o 59.15 TRC U \ o / \ n c) o U n Lo o o W U M cD cD � O o I I N iN N 00 CO � U 00 I C) O ^ Lo N a0 N M O O O (D co HM + ON �. N O + (D r- CO CD O STANDARD STREET NOTES: KEYNOTES: Q R.O.W. 47'-0" R.O.W. L -1 CATCH BASIN #3 - TRC = 2559.55', 12" INV. OUT = 2556.60' W 33'-0" 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H O PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV TYPE "H2" UNLESS OTHERWISE CALLED OUT. (Q25=0.38CFS, Q100=0.54CFS). W 7'-0" 16'-6" 16'-6" 7'-0" 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL INSTALL f13LF OF 12" SDR-35 0 0.80% O PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES O 12" INV. AT CB#5 = 2555.10' O SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND 12" INV. AT SDMH #2 = 2555.00' 2' 14'-6" 14'-6" 2' 5'-0" 2'-0" SHALL BE COLORED 'TRAFFIC YELLOW' C) 3 0 FFk4 31 SPo�VV 3 RE-EXABANDCNED AVATED BUILDINGS, NATIVEEST SOILITS OR AND B CKFILR EDY WITH ATED WITHIN STRUCTURALFILL RENT PER ISR FUTURE RIGHT OF PWC SPECIFICATIONS. AY PROVIDE L BE SOILS3 PER ISPWC & ACHD TRC S SUPPLEMENTAL DRAWING U 1 SD 604A TYPE Op IV SG 2.00% SLOPE 2.00% SLOPE DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND Q25=0.07CFS, Q100=0.10CFS). '5• 5 3 3 O SOOT A COPY OF THE COMPACTION TESTS. U 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE REMOVE ANY EXISTING BARRICADES & CONNECT TO EXISTING ROAD, CURB WITH POLICY AND EXISTING PAVEMENT MARKINGS. 4 AND SIDEWALK. CONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS PRIOR MINUS CONCRETE SIDEWALK PER TO CONSTRUCTION, IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT MINIMUM 2 FT CRUSHED GRAVEL ISPWC AND ACHD 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. ENGINEER OF RECORD FOR REDESIGN. LEVEL LANDING SUPPLEMENTAL DRAWING BEHIND BACK L 14" OF 6" SD-709. 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CALLED OUT. O5 SEE KEYNOTES ON SHEET C3.3. OF SIDEWALK 3" ROLLED CURB AND GUTTER MINUS PIT RUN PER ISPWC AND ACHD 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE CALLED OUT. SUPPLEMENTAL DRAWING SD-702. O INSTALL CURB TERMINUS PER ISWPC STANDARD DRAWING SD-707. 2Y" OF ASPHALT PAVEMENT 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE EXTEND BASE MATERIAL 6" BEHIND LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (") RIGHT-OF-WAY PERMIT. W CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK W � 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED TYPICAL 47r ROW STREET SECTION SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. - NTS - O O QUATERHORSE DR PROFILE 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 Q z c VERTICAL SCALE 0 3' 6' Goo 0 cn Ln SCALE 1" = 3' Lo L N N M M N N N CD W)00 m I-M CD 2560 M clic NLo N N rn� m cD 2560 1.Oa% - N N FINISHED GROUND 0.50% - - - - - - - m 14.5 LF 12" -0.40% - - - - - - - - - - - - / - J - SD C-900 @ 0.69% o 0 0.98% i - - � - - - - - - - w rn c) 257.1 LF 12" SD @ 0.49% W N c� -� o EXISTING GROUND z � o Co Ld 2555 _ - - - - - - - - 2555 �•w■ Z V Q w Lj q-O N � J d C) - - - - - - - - - - - 8" WATER wwp o o i MAIN CROSSING � C. m = 8" WATER V m o i MAIN CROSSING z Y o 48"0 SDMH 1 6+99.85 2.0' R Q w L J RIM 2559.6t o v o - Cl IN 2556.50-E 4 SDMH 2 2550 +3 --SUV0 OUT 4.bO 0-W 2550 RIM 2558.1 t �g`'�O NA FAG, 12" IN 2555.25-E NOTES 12" IN 2555.00-S 1.) ALL STORM DRAIN MANHOLES SHOWN NOT APPROVED 12" OUT 2554.90-N SHALL BE PER I.S.P.W.C. AND ACHD SUMP 2552.90 SUPPLEMENTAL DRAWINGS SD-611. 04/11/25 2.) ALL STORM DRAIN PIPE SHALL BE FOR CONSTRUCTION �T SDR-35 UNLESS OTHERWISE CALLED OUT. �TEOF IOP 2545 2545 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 SHEET C3 . 2 STANDARD STREET NOTES: KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. INSTALL t128LF OF 12" SDR-35 @ 0.23% FoCQABASIN #4 - TRC = 2557.91', 12" INV. OUT = 2554.90' O INSTALL 1-1000 GAL. SAND & GREASE TRAP #2 O 6 12 12" INV. AT CB#8 = 2553.00' CATCH BASIN #7 - TRC = 2556.97', 12" INV. IN & OUT = 2552.30' PWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV PER ISPWC SD-624. SEE DETAIL SHEET C3.4. 12" INV. AT SDMH #4 5 2552.71' 17 PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD .09CFS, 0100=1.26CFS). (Q25=1.01CFS, Q100=1.41CFS). SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE INSTALL SEEPAGE TRENCH #2. COLORED 'TRAFFIC YELLOW' O7 INSTALL SD MANHOLE #4 PER ISPWC STANDARD DRAWING SD-611 INSTALL f20LF OF 12" SDR-35 @ 0.25% INSTALL f15LF OF 12" SDR-35 @ 1.33% SEE DETAIL SHEET C3.4 13 LID = f2556.30', 12" INV. IN = 2552.71', 12" INV. OUT = 2552.61' O 12" INV. AT CB#4 = 2554.90' 18 12" INV. AT CB #7 = 2552.30' 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 - SUMP = 2550.61' 12" INV. AT SDMH 6 = 2552.25' FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE 12" INV. AT SDMH #3 = 2554.70' O INSTALL MONITORING WELL PER # (/) ACHD SUPPLEMENTAL DRAWINGS SD-627. z COMPACTION TESTS. INSTALL t31LF OF 12" C-900 @ 0.22% INSTALL SD MANHOLE #6 PER ISPWC STANDARD DRAWING SD-611 O_ INSTALL f15LF OF 12" SDR-35 @ 0.69% 14 12" INV. AT SDMH #5 = 2552.61' 19 LID = t2556.00', 12" INV. IN = 2552.25', 12" INV. OUT = 2552.15, cf) 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O 12" INV. AT SDMH #3 = 2554.60' INSTALL 26' COMMON DRIVE. 12" INV. AT SDMH #6 = 2552.54' SUMP = 2550.15' > 12" INV. AT CB#6 = 2554.50' O SEE GRADING PLAN FOR ELEVATIONS. L�J 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. SEE DETAIL SHEET C3.4. INSTALL SD MANHOLE #5 PER ISPWC STANDARD DRAWING SD-611 INSTALL f13LF OF 12" SDR-35 @ 1.16% CATCH BASIN #6 - TRC = 2557.91', 12" INV. IN & OUT = 2554.50' O 20 12" INV. AT SDMH #6 = 2552.15' 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CALLED OUT. INSTALL 4" STUB FOR SIDELOT AREA DRAIN @ 1.10% SLOPE. 15 LID = f2556.50', 12" INV. IN = 2552.54', 12" INV. OUT = 2552.44' O PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV 10 t30FL 4" PIPE SUMP = 2550.44' 12" INV. AT S/G TRAP #3 = 2552.00' 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE CALLED OUT. (Q25=0.11CFS, 0100=0.15CFS). INV. @ END = 2554.00. INV @ CB#8 = 2553.67' INSTALL t40LF OF 12" SDR-35 @ 3.85% 21 INSTALL 1-1000 GAL. SAND & GREASE TRAP #3 PER ISPWC SD-624. 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. INSTALL f1.5LF OF 12" SDR-35 @ 3.33% SEE DETAIL SHEET C3.4. C) O 12" INV. AT CB#6 - 2554.50' CATCH BASIN #8 - TRC = 2555.50', 4" INV. IN = 2553.67' 1 6 12" INV. AT SDMH #5 = 2552.44' 1 1 12" INV. OUT = 2553.00. PER ISPWC & ACHD SUPPLEMENTAL DRAWING 12" INV. AT CB #7 = 2552.30' 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) 12" INV. AT S&G TRAP #2 = 2554.45' 22 INSTALL SEEPAGE TRENCH #3. MUST BE REVIEWED AND APPROVED BY ACHD. SD-604A TYPE IV (Q25=0.22CFS, Q100=0.31CFS). SEE DETAIL SHEET C3.4. 0 30' 60' 0 30' 60' w O z r Ln SCALE 1" = 30' s SCALE 1" = 30' Ln 00 0 ------------------------------------- ------ I j I I Ij r--------------------------------------------------------------------------- --� \ `�_ \ �� \��`\ i / O SEE SHEET C3.2 r ----- 2112----- -------- -�FI�J- --- --- es-------- \ \\� \ I \ i' / �� i -- �a-� rd-� r ------- ------. -�d ids' id/t id .. ,�d_ z\ r ' I 1 Q BLOCK 1 14 15 1 --- \ .� \�\ \---- /i/ r 559 / \ e I 0 �� '� I I 2 �,/ Q I � \ \ 25 /Or '/ � 1 ram• / / f / --� \ � ` f�� / \` 0rR i ^��_ `\ \ rir O / `� \\I I /�� \ \ \ 1 ' I C ��\ / r / / w / // I / 1 1 1 \ i �,U Icn I I I \ ��. \ I 0 `N-\`� / ' \\ \ m w v \ O MM \ 1 �� / 5 N I 1 W ♦y 1 6� \1 `I I co 0o I ! 1\�\ I Q o / o o v� \\I j /�o O cD I I I I I I I � j 1 I j I 1+94.41 2.001E p� � / i/ I I I r I �� C/ip\ \ S`\6.\ �� / / / °O Lo °O - Lo °� `\ ell I I i/ l l co I w LJ- 1I I I 55.71 TRC ° / / / n n n n I \2SS � ' \ 6S \`\� � � �\ \\\\ / / /' % � l _ o j I I I I 1 82 T ti17 �,� Lu C NTERLINE STA: 4+02.50 = 9'� / \ ` / / + + _i W I I I I 4B C L DE SAC STA: 3+39.50 \ Z III ; I I II I 20p� 16 I I / BLOCK 1 \ \ \`. \\`\ ��: i r , / �"� s�> ;O. r / \\ .'^ , I J W I I I I I I I I o 0 0 �-2559----�/ I I I I 15 �/ o I _ I I I 2.001E I O // ' \ 6p I 2 I I 58.1102CIL O � � � � � � / / h I S, � � I 2+96.62 �n ^ h0 1 C/ �/ / I P 1+97.02 I Q j j I j I I I I I TRC o o �n O- i R % / 61 1\ 0+36.50 i tCD I I I I I I 12 I 4+88.95 56.51 + c3i+ + / / sn N. STRONGHOLD AVE. 57.99 CL % o I (O oo, J / 58.63 CL 9 I I II I I I I I o.sr 56.58 CL M N cv - I h �' \ 2+00 1+00 p 0+ 0+20 I i j 2555.78TRC i L � 1.76� � 56.85 T RC 6.49'R 3+77.01 16.50'R x �, � � a � S8 � T � � I J I 9s 57.23 TRC 1+37.20 2.001E 7 8 7 4 3 U � 2555.50TRC I 56.02 TRC 11 + g°� /� 9 DES 2+53.79 16.501E __ y �O 14 / °� `�G / O OR , \ 58.89 TRC - - _ -_- _- - O 5 I I 11 I I I I I-I 22 2556.13SW /� 7\ 4+02.50 \\ \ v x�� 0 + \\ 1+97.02 16.501E -_--_- -------------_ I �/ I ^� \ n / Y \/ 58.55 TRC M 6 ---- Z ^, \ \ �-, 2+53.79 \ `L 5 -A O \t- I I I 56.93 CL \ \ W. MEADOWPINE CT. 58.97 CL , - (� r> 2555.29LIP 6 �RG ` -�� _ - I > O 2+53.79 - - - - - - - - r- - - - - - I 13 2556.32FG 4+00 I I i o o O c�6• 0 C TERLINE STA: = 3+0 J 58.97 CL / j 2+75.55 16.501E _q I\\`1 I` 0 CUL DE SAC STA: 0+00.00 8.83 CIL / Jr-\ m I I I 58.83 CL \ d58.75 TRCO \ III I I I I \\ S6o. `\\/ 2+75.55 16.50'R 2+75.55 + U + i I i I 0 \� 2+53.79 16.501E .\ / N h J 2555.62LIP \ 58.89 TRC `� I i 2556.30LIP \\ ��'\`� ��`�� I 58.55 TRC 58.83 CL N J �\ O M � \\N I I uj O o 1 I LJJ I I 2555.90LIP I o o \ \J/ � _I 2+89.01 16.50'R 1 1 '� - ��\ N, LLj �� I I 1 1 1 1 cr h� O J J S J I J z �\\�\ 1 1 I__ `\ cn \ 1 I I 1 I I I N o 0 0 0 o sip o 0 2+75.55 16.501E \ i `.� z o I --� °n° `o 0 O U o U o U U U \ U �. O 1 10 I �\ N L L � \ � 58.75 TRC c / / + / + = 1 I I co cli �i cli o �`\i "� 3+04.69 16.501E o ` (If LL CD ` n rn o rn o rn rn \, rn Ir o 0 58.31 TRC _ w ao N N ao � r� N 1+97.02 16.50'R Q 0 / \ i I I W 1 1 1 I I I \\ O co cfl co cli �s co cli co N \ o o s o + + + i' + 1+97.02 16.501E o 58.55 TRC % �� or 2556.33SW � l 2 �' �' i 58.55 TRC 1+97.02 / O I I I I I I I \ `\ \ t m 58.63 CIL �^ SEE THIS SHEET 0 \`, ; \`� I ;I �� I SEE SHEET C3.0 � SEE THIS SHEET I I I I / / \ STRONGHOLD-MEADOWPINE PROFILE STRONG HOLD-MEADOWPINE PROFILE C 5+00 4+00 3+00 2+00 3+00 2+00 1 +00 0+00 -0+20 z O ko°°5 ~ cnNO �� Ln� �� • Q�P� �n ao Ki oo Lq oo ro� r, r-w �Lo �� N N N N rl-N Lr)N N N � O O O C J 0] �] cV O o0 CJ C Ln m� CJ m r7 in +Ln 2560 �, 2560 2560 EXISTING +�' cD m 2560 'n°O C-i FINISHED GROUND 0O o N � oo� EXISTING + , \ GROUND o 0 +� GROUND - - - - - -� _ - � z N c\i - -0.63% 0.60% - - -0.63% 0.60% - - - - rn z - - - - - - J - - -1.50% 0.40% W N Z a - - - - - -CD -0.45% - Mrn � w - - - - - 10.5 LF 12" W � °O , o i FINISHED GROUND SD @ 0.95% ? w - o �i Z Q L N N > d J C) 34.5 LF 12" W w w o 2555 2555 2555 SD @ 0.58% 2555 Z o 0 p w � o C. co w o z � < wL � � = Q U 0 LL_ C) 48"0$ SDMH 48"0 SDMH 2 2550 2550 2550 2550 0+36.50 0.0' RIM 2558.1t NOT APPROVED VERTICAL SCALE VERTICAL SCALE RIM IN 255t 12" IN 2555.25-E 04/11/25 12" IN 2554.70-S 12" IN 2555.00-S 12" IN 2554.70-E 12" OUT 2554.90-N FOR CONSTRUCTION 0 3' 6' 0 3' 6' 12" OUT 2554.60-W SUMP 2552.90 vT SUMP 2552.60 ATE OF\OP SCALE 1" = 3' SCALE 1" = 3' SHEET 2545 2545 2545 1 2545 5+00 4+00 3+00 2+00 3+00 2+00 1+00 0+00 -0+20 C3 . 3 PLAN VIEW 00 NOTE: N r Lo SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 m oo ams m z REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF o r"o D> �, N SEEPAGE TRENCH AND SHALL BE LOCATED ON OPPOSITE SIDE OF THE STREET FROM SEEPAGE BED. m 0 2 z Om o 2- SCALE 0.4'=1' � SC/LE 0.4'=1' 50' SEE TRENCH DATA TABLE - THIS SHEET O 00 MONITOR WELL 5' FROM END OF TRENCH PER ACHD SD-627NLvv TO ACT AS MARKER z MONITORING w w w w O �' � L' Cn Q a 18" OUT TO Q. a WELL "A" w m °' S 0 EEPAGE °'• . e°' W O MONITORING x � � BED #2 � ' 0- Q 5' FT SOLID WALL WELL "B" N 0 IN TRENCH ui Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m O • J CD 0 D 18 PERFORATED PIPE. INSTALL SOLID CAP AT END OF OSEE DETAIL 4 THIS SHEET. PERFORATED PIPE w z w Z o N � J FG f 2559.80' N FG t 2558.00' Q Z 10 LF MIN. 18" SDR-35 WIDTH OFI BE FLUSH I LID TO BE FLUSH U O _ WITH FINISHED _ SAND/GREASE TRAP @ 0.00% SLOPE (� LID AND/OR SDMH LID (NON-PERFORATED) TOP OF TRENCH TO BE A MINIMUM SURFACE. INSTALL I I SURFACE. INSTALL I I r n OF 1.50 FOOT BELOW FINISHED GROUND, MONITORING WELL RISERS AS NEEDED �� III I I dF71 _ FG ±2559.00 RISERS AS NEEDED I I �_ FG ±2557.00 V PER ISPWC AND ACHD _ PER ISPWC AND ACHD _' 4 TO BE FLUSH WITH FROM S/G TRAP TOP OF SIDEWALK AND CURB. (TYP) PER ACHD SD-627 STANDARD SD-617 FG ±2558.50 STANDARD SD-617 ' FG t2556.50 Z FINISH GRADE _ ENSURE WOVEN GEOTEXTILE AND SD-624. AND SD-624. (� U FABRIC IS OVER TOP OF v W z w TRENCH. NON WOVEN TO BE 2556.00' m 2554.00' m V_ NATIVE BACKFILL TOP OF TRENCH a- TOP BAF TOP BAF y INSTALLED N SIDES OF TRENCH w ` 6 -- MIN 6" DRAIN ROCK w w SLOPE=0.00% MIN. i � � � •• � 2554.45' O 0 TO BE OVER PIPE - N 2556.50' 12" INV. IN Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12" INV. IN CATCH BASIN #6 mow�// (� ,� 0 0 0 0 0 0 - 0 1,_8» CATCH BASIN #2 2555.00' ,', 2553.00' U, 18" INV. OUT 18" INV. OUT � LL SEEPAGE BED #1 m SEE NOTE SEEPAGE BED #2 m SEE NOTE 2" DRAIN ROCK 'A' THIS 'A' THIS W oSHEET 2555.00' o SHEET 2553.00' 0 10 LF MIN. OP SDR 35 DRAINAGE GEOTEXTILE J BOT BAF. J BOT BAF. W 0.00% SLOPE SECTIONNON-WOVEN i FG t2553.00 i FG t2551.00 (NON-PERFORATED) I (ISPWC SECTION 2050). FG ±2552.50 FG t2550.50 FROM S/G TRAP SEE TRENCH ELEVATION TABLE FOR BOTTOM ON SIDES OF TRENCH OF BED AND BOTTOM OF SAND ELEVATIONS OVERLAP MINIMUM OF 12" - NOTES: NOTES: (W eO SAND AND GREASE TRAP MEASUREMENTS AND BAFFLE ELEVATIONS ARE BASED ON OLD CASTLE PRE CAST SAND AND GREASE TRAP MEASUREMENTS AND BAFFLE ELEVATIONS ARE BASED ON OLD CASTLE PRE CAST v J '1000 GAL 5.5 UNIVERSAL'. IF DIFFERENT TRAP IS USED, IT IS ADVISED THAT CONTRACTOR CONTACT ENGINEER '1000 GAL 5.5 UNIVERSAL'. IF DIFFERENT TRAP IS USED, IT IS ADVISED THAT CONTRACTOR CONTACT ENGINEER O ASTM C-33 FILTER SAND IN TO VERIFY BAFFLE ELEVATIONS. BAFFLE ELEVATION MUST BE VERIFIED IN RELATION TO INVERT "IN" AND INVERT TO VERIFY BAFFLE ELEVATIONS. BAFFLE ELEVATION MUST BE VERIFIED IN RELATION TO INVERT "IN" AND INVERT O IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ACCORDANCE WITH ACHD BMP 04 "OUT" PRIOR TO PLACEMENT OF LID ON SAND AND GREASE TRAP. IT IS ADVISED THAT CONTRACTOR CONTACT "OUT" PRIOR TO PLACEMENT OF LID ON SAND AND GREASE TRAP. IT IS ADVISED THAT CONTRACTOR CONTACT THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE SURVEYOR IN ORDER TO VERIFY BAFFLE AND INVERT ELEVATIONS BEFORE LID IS PLACED. SURVEYOR IN ORDER TO VERIFY BAFFLE AND INVERT ELEVATIONS BEFORE LID IS PLACED. BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER THE PORTION OF PIPE LYING IN DRAINAGE "A" : STANDARD DISTANCE IS 1FT. MINIMUM DISTANCE IS 6". IF NEEDED, LOWER BAFFLE CAN BE CUT UP TO -"A" : STANDARD DISTANCE IS 1FT. MINIMUM DISTANCE IS 6". IF NEEDED, LOWER BAFFLE CAN BE CUT UP TO AND THE BOTTOM OF THE SEEPAGE BED. SAND MUST BE WRAPPED IN A DRAINAGE 6" IN ORDER TO MAKE ELEVATIONS WORK. IF LOWER BAFFLE NEEDS TO BE CUT, CONTACT ENGINEER OF 6" IN ORDER TO MAKE ELEVATIONS WORK. IF LOWER BAFFLE NEEDS TO BE CUT, CONTACT ENGINEER OF C2 PROFILE VIEW GEOTEXTILE TYPE 1 (ISPWC SECTION 2050). RECORD TO ENSURE LISTED INVERT ELEVATIONS ARE AGREEABLE. RECORD TO ENSURE LISTED INVERT ELEVATIONS ARE AGREEABLE. FOOT PLATE (TYP.) CONSTRUCT OBSERVATION WELL MUST EXTEND A MINIMUM 12" BELOW SEEPAGE FILTER SAND SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 OF 1' BELOW BOTTOM OF THE SAND IN THE SEEPAGE BED. 1-1000 GAL. SAND/GREASE TRAP 1 1-1000 GAL. SAND/GREASE TRAP 2 PER ACHD BMP-01 PER ACHD BMP-01 CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED BY SOILS ENGINEER AND ACHD INSPECTION STAFF. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER SOILS REPORT AND ENGINEER, CONTRACTOR WILL NEED TO OVER EXCAVATE IN OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH ORDER TO ATTEMPT TO FIND BETTER MATERIAL. IF ROCK IS ENCOUNTERED, BLAST ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR. IF NEITHER OPTION IS 45 -�4Se y CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY AVAILABLE, ENGINEER MAY NEED TO REDESIGN THE SYSTEM TO ACHIEVE THE SUPPLYING THE DEVICES. REQUIRED CRITERIA. THE DESIGN PERCOLATION RATE USED FOR EACH BED CAN BE s 7, FOUND IN THE BELOW TABLE. r 40 PER THE GROUNDWATER MONITORING REPORT BY GEOTEK DATED OCTOBER 2022, SEEPAGE TRENCH DETAIL GROUNDWATER WAS ONLY FOUND IN TEST PIT #4 AT AN ELEVATION OF 2540.00'. / \ I / ® W W ALL OTHER TEST PITS WERE DRY AT DEPTHS GREATER THAN 11 FT. SCALE SCALE: NTS 3/4' PERFORATIONS IN VALLEY 0 OF CORRUGATED PIPE. 5 EACH Lj J.18" OUT TO a. a W SEEPAGE TRENCH DATA TABLE SEEPAGE °'' ' m0 C W SEEPAGE TRENCH APPROXIMATE BED 1 w w Q LOWEST FINISHED TOP OF ROCK TOP OF SAND BOTTOM OF SAND 100 YEAR DESIGN # w # DIMENSIONS WxDxL GROUND ELEVATION ELEVATION ELEVATION GROUND WATER VOLUME DESIGN PERC RATE o \ ELEV 1 10'x8'x51' 2559.50 2557.50 2549.50 2548.00 2540.00 1698 2"/HR W 2 1O'x1O'x113' 2557.75 2555.75 2545.75 2544.25 2540.00 4693 3"/HR W 3 12'xl O'77' 2555.75 2553.75 2543.75 2542.25 2540.00 3940 5"/HR 18" PERFORATION SCHEDULE � Q D n N 2 _ W Z N � FLUSH z o WITH ASPHALT PAL 31'-6" P�L 1.50% SLOPE SLOPE VARIES 5.00' TBC 26'-0" TBC 6" \/ - FG ±2556.30 2\\x\\\\\� �\ _ \ \ /\/ \ LID TO BE FLUSH FG ON LOTS Co SLOPE 2.00% MAX FG ON LOTS ��//\\ \\/\\/� 8" CONCRETE WITH FINISHED _ 4 SURFACE. INSTALL NEEDED �� _ - �- FG f2554.80 NCD I � (- IF , 3" ROLLED CURB AND GUTTER \�/\\//\\ /j//j� �r PER ISPWC AND ACHD LANDSCAPE FG ±2554.30 o cv PER ISPWC AND ACHD ///\/j\\//\\/\\ �l STANDARD SD-617 w � Z \\/ AND SD-624. w a SUPPLEMENTAL DRAWING SD-702. /\/\/\\ 24" RIBBON CURB SEE DETAIL ON ALLEYS ASPHALT SECTION SHALL BE 3 „ �4 2551.80' m _C, 4" / MINUS GRAVEL ��i�`� � � oo SHEET C3.4 TWO AND A HALF INCHES (2.5") THICK J 44 Q TOP BAF w z o I Co LU 0- PLACE 10" MIN. OF 3/4" ROAD MIX. i\j\�j�\\i\\ \\�\\��\��\/\\��\\� 1 2552.00' ( L w00 o COMPACTED TO 95% DENSITY. 12" INV. IN z Q z w o > COMPACT SUBGRADE TO 95% CATCH BASIN #1 L'i LJ o V) � o CD a- NATIVE MATERIAL COMPACTED SEE TYPICAL ASPHALT SECTION DETAIL 2550.80' 1 8 CD o o TO 95% DENSITY. w m 18" INV. OUT V m SEEPAGE BED #1 m SEE NOTE m i LLJ 0 26FT COMMON DRIVEWAY LOT SECTION 24" CONCRETE RIBBON CURB o SHEET 2550.80' Q w � LL - NTS - J BOT BAF. o v o o - NTS - SECTION VIEW FG f2548.80 FG f 2548.30 NOTES: SAND AND GREASE TRAP MEASUREMENTS AND BAFFLE ELEVATIONS ARE BASED ON OLD CASTLE PRE CAST NOT APPROVED '1000 GAL 5.5 UNIVERSAL'. IF DIFFERENT TRAP IS USED, IT IS ADVISED THAT CONTRACTOR CONTACT ENGINEER 04/11/25 TO VERIFY BAFFLE ELEVATIONS. BAFFLE ELEVATION MUST BE VERIFIED IN RELATION TO INVERT "IN" AND INVERT "OUT" PRIOR TO PLACEMENT OF LID ON SAND AND GREASE TRAP. IT IS ADVISED THAT CONTRACTOR CONTACT FOR CONSTRUCTION SURVEYOR IN ORDER TO VERIFY BAFFLE AND INVERT ELEVATIONS BEFORE LID IS PLACED. -"A" : STANDARD DISTANCE IS 1 FT. MINIMUM DISTANCE IS 6". IF NEEDED, LOWER BAFFLE CAN BE CUT UP TO vTq T E O F�OP� 6" IN ORDER TO MAKE ELEVATIONS WORK. IF LOWER BAFFLE NEEDS TO BE CUT, CONTACT ENGINEER OF RECORD TO ENSURE LISTED INVERT ELEVATIONS ARE AGREEABLE. 1-1000 GAL. SAND/GREASE TRAP 3 SHEET PER ACHD BMP-01 C3 .4 Lf) 00 Lo N N W E C'I O O S � z 0 cn EXISTING Q W CASTLEBROOK 4I 8 w SUBDIVISION CHIC%' m z ® . SCALE 1" = 40' a J CD-25sa.2s' ® � Q W. PINE AVE. J ir - - M, - - - - - - W_�—W,� — — — — W - - - - - - - w - - - - - - - - - - - - - - - - — _ SEWER LEGEND J — w - - - - - - - - - - - - 1'P.. � T ir / / -" "-"- - I s NEW 8" SEWER MAIN PER ISPWC AND O — — — — — O / {oP TOP p T P P -" MERIDIAN SECTION 500. I _ 4 I \�� \ 0\ TO -TOP— —� — — I / 1 cc EXISTING 8" SEWER MAIN z BLOCK 1 �\ \ --"- --"-"- --_ \ C rr CDII L NEW 4" SEWER SERVICE TYPE "D" PER v� \ ��, --30LL - } } BLOCK 2 ISPWC SD-511 AND MERIDIAN SW3 OII l + 19 \ BLOCKY I - - - - - - — _ L_I-1 I \\ L O .�I • 48" DIAMETER SEWER MANHOLE 0 Q II � 20 17 16 � ��\d \ _ � 2 � PER ISPWC SD-501. � 0 ft� rs — Ill � 21 � C � I �/ Q 18 BLOC 1\ \ \ \� O EXISTING 48" DIAMETER SEWER MANHOLE 0. (� = a O STASEWER SEWER ICE MAIN TMAIN STATIONING ILI EL LL Om Q ' ��d — — — — — STA: 6+82 43.0' L OR R = LENGTH OF 4" O 1 I Q �� ` } } _ I - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. Q \ y Q INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH W 10 FEET BEHIND PROPERTY LINE. o z \ \ �'� \ _ SERVICE LINES MINIMUM 2% Wo GRADE TO THE POPE Q � I 0 - W \ _ N _ M V)I L W. MEA OWPINE CT cn � \ LINE B 23 sX W a X 0 W (� KN Lii W�(n m WATER METER LEGEND 5 W W I O I I \ \ I 3/4" DOUBLE METER SERVICE PER CITY OF I I I I I �j! } _I WW �d E ;I p MERIDIAN STANDARD DRAWINGS W-1 AND W-2. = SEE SHEET C4.4 } INSTALL 1" SERVICE FROM WATER MAIN. 3/4" SINGLE METER SERVICE PER CITY OF I d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Lu _ 13 O3 LLI INSTALL 1" SERVICE LINE FROM WATER MAIN. O a V) CENTER OF WATER METER TO BE 2' BEHIND a I I O ` ` BACK OF SIDEWALK (TYPICAL). ZZ 24 25 26 27 28 29 30 31 32 o — 1 _ s NOTE: Q 4 PI —4 PI 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS v, W O4 > _ l AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. a BLOCK 1 33 z U � 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL O Id t d Id Id V 4 I I d -17 d -17 14 d * 41 PI — PI BLOCK 1 4 PI l 4 PI l N O OTHER WATER LINES NEED 4' OF COVER. BLOCK 1 I } (— W Im 42 41 37 �36 35 34 I 11 W 10 C9 O8 O7 O6 5 I z $ aI O O O 39 38 O O I m = I w � O Q UTILITY NOTES W W z 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN W SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER s r I cn V) $ METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR } • ,• I I S E E SHEET C 4• O rrI REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF Q ~ " METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. aI I •` } I I I I I I r ti I 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS 1 I I IA THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD M — N DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE APPROVAL OF THE CITY OF MERIDIAN. w - RHORS D W. Q JARTERHORSq DR. W. UATE I _ — p — O 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. r. s I I I LINE A LINE A } 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. cn BLOCK 2 r �— � —��• ..s w- � 12PVC I Y A EXISTING —alp UNPLATTED HORSE MEADOWS I �, o w � � � Lu w Lu CD Lu 0 z SUBDIVISION #2 cn caw o L ' ~ a_ N d O uj w w 0 ¢ U) o CD ocl) = LLLJ O CD � _ m m m c / LLI o Z Y Q Lv LLJ� J S Q U 0 LL- .S\p N A L FN i 2 a T APPROV 04/11/25 F C�ON81K I N ATE OF SOP SHEET C4 . 0 Lf) 00 LO N UTILITY NOTES c� 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN W E SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER O METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF 00 METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM s COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. z O 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS cn THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD W DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE 0 30' 60' w APPROVAL OF THE CITY OF MERIDIAN. 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1" = 30' J O Q p v BLOCK 1 WATER KEYNOTES Q z BLOCK 1 O 7BLE/NONPOTABLE PIPE CROSSING. n > e 10 O O (V O7 O O SEE WA ER/SEWER NOTES 2&3 ON COVER SHEET C1.0 u� I 42 C) I 41 38 37 36 35 34 1 z- 40 39 m CONTRACTOR TO VERIFY INSTALLATION OF EXISTING WATER SERVICE FROM '^ O EXISTING HORSE MEADOWS SUBDIVISION. ENSURE SERVICE IS INSTALLED, IN v WORKING CONDITION AND IS MARKED TO SURFACE. COORDINATE WITH CITY r1 1 OF MERIDIAN. W a I I cn REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT TO � SEE SHEET C4. 3 O GATETIVALVE. WATER MAIN @ EXISTING 8" GATE VALVE. REMOVE EXISTING 8" w � O + J + I+ o I o J o J o o� J o o J o � J o IF POSSIBLE, SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE. cn O I 2 ► ' ° • I 2 IQ >� IQ >� IQ �I N N �N �1 �" �I �� I 0 2 I N z 7 ' �zl ' �>I �> ¢ �> SEE SHEET C4.2 INSTALL: O I1 1 O o 6 ' ZJ N z v Z_ N z_ + 1 - 8" TEE (ALL FLG) 1 I °. l l� 0-.": � O � I- > O 3 - 8" GATE VALVES (FLGxMJ) w O Q ° I 1 t144LF 8" C-900 0 1 f f } } 1 w / f I.J"I I 1 i I I I WATER MAIN 1 � �( �' o INSTALL: Q .a ' ° I N m 5 1 - 8" TEE (ALL FLG) W a z m O 2 - 8" GATE VALVES (FLGxMJ) LJ__I 1 8 I I M r z 5 1 - 8" FLG x MJ ADAPTOR W a M M W EXISTING SSMH 1w w STA 4+16 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN R STA: 0+00.00 1 3 1- W. QUARTERHORSE DR. 1 9p. 4 1 1 1 1 1 1 I 1 I 1 - - 41.5' R WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8,QUATERHORSE T _� a�_ - _ _ N - p 0 SD I - - oo INV. 53.50 SD-W9 AND SD-W15. qo s�1+,00+,00 2 00 �- s g 3+00 �� 4+O } INSTALL: 0 fi s I�s 176' 2 s s _ st moo. 1 WATOER MAIN 7 1 - 8"x6" TEE (MJxFLG) C) o f O 1 6" GATE VALVE (FLGxMJ) r� SSMH 2 f28LF 8" C-900 +235LF 8" C-900 0� � t16 LF 6" C-900 All L_ `J ' " STA: 1+40.20 LINE A z STA: 0+00.00 LINE B WATER MAIN WATER MAIN 9 CONTRACTOR TO VERIFY INSTALLATION OF EXISTING FIRE HYDRANT FROM / + EXISTING HORSE O WORKING CONDITION ANDSIS MARKED NO SUSURE FACE.YCDRANT IS OORDINATE WITH CITY EXISTING HORSE MEADOWS al� OF MERIDIAN. X SUBDIVISION 2 INSTALL TEMPORARY 2" BLOW-OFF ASSEMBLY. IF POSSIBLE, USE LJ__I O TEMPORARY 2" BLOW-OFF ASSEMBLY FROM PREVIOUS PHASE. LINE A PROFILE L-L] SEWER LEGEND 0+00 1+00 2+00 3+00 4+00 4+50 SEWER KEYNOTES L� s NEW 8" SEWER MAIN PER ISPWC AND r� C) MERIDIAN SECTION 500. VERTICAL SCALE Q CONTRACTOR TO VERIFY INSTALLATION OF EXISTING SEWER SERVICE FROM EXISTING 8" SEWER MAIN O PREVIOUS PHASE, ENSURE SERVICE IS INSTALLED, IN WORKING CONDITION 0 3' 6' AND IS MARKED TO SURFACE. COORDINATE WITH CITY OF MERIDIAN. L_LJ - - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER CONNECT TO EXISTING SEWER MANHOLE AT KNOCKOUT. CALCULATED 8" ISPWC SD-511 AND MERIDIAN SW3 SCALE 1 = 3' O INVERT = 2546.10' CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE • CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD Z 48" DIAMETER SEWER MANHOLE FOR REDE SIGN. PER ISPWC SD-501. 2560 EXISTING O GROUND - - - - - - - 2560 -EXISTING 48" DIAMETER SEWER MANHOLE - - - - - - _ _ - - - - - - - / \ - \ / - 4" SEWER SERVICE LABEL � _ � __ - - - - 12" STORM DRAIN CROSSING STA: = SEWER MAIN STATIONING - FINISHED GROUND STA: 6+82 43.0' L OR R = LENGTH OF 4" 12" STORM DRAIN CROSSING o 0 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. CD C�) INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 1 10 FEET BEHIND PROPERTY LINE. SERVICE LINES HAVE A MINIMUM 2% GRADE TO THE PROPERTY LINE._"") 2551 I �I I 2555 8" WATER CROSSING °2 8" C-900 WATER MAIN c� II i Y N Q WATER METER LEGEND II 1, , �_ w 3 1 N `) m 3 M i "o '� z I 3 4 DOUBLE METER SERVICE PER CITY OF o z \�dl MERIDIAN STANDARD DRAWINGS W-1 AND W-2. cn o o INSTALL 1" SERVICE FROM WATER MAIN. 25501 2550 C7 Lio 3/4" SINGLE METER SERVICE PER CITY OF 1 I cn W w J MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I I uj w INSTALL 1" SERVICE LINE FROM WATER MAIN. 1 1 owl w m w o 0 i ¢ cn o - II2 CENTER OF WATER METER TO BE 2' BEHIND I 11 259.00 LF 8" SEWER © 0.41% m o BACK OF SIDEWALK (TYPICAL). I w 136.20 LF 8" SEWER 0.41% z Y NOTE: 1 48"0 SSMH 3 � = Q w 4+03.20 LINE A-SWR 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS LJ RIM 2559.5f AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 2545 T48"O SSMH 2 8" IN 2547.91-N 1+40.20 LINE A-SWR " 2545 ONAL 8 IN 2547.91-S S� F 48"� EXIST SSMH 1 NOTE: g N 0 RIM 2558.Of 00.00 LINE B-SWR TO FACE OF MANHOLE. 8" OUT 2547.81-W 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL 0+00.00 LINE A-SWR I 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE OTHER WATER LINES NEED 4' OF COVER. RIM 2557.1f RI IN 2546.76-E °d T APPROV 8" IN 2546.10-E 8" IN 2546.76-N 8" OUT 2546.00-W 8" OUT 46.76 6-W 2•) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 04/11/25 INSTALLED WITH NO SUMPS. F CONSTK ' I N 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 81 MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. �TF OF SOP CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2540 2540 0+00 1+00 2+00 3+00 4+00 4+50 SHEET C4 . 1 Lf) 00 Lf� UTILITY NOTES N SEWER LEGEND 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN (� SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR 0 s NEW 8" SEWER MAIN PER ISPWC AND REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF O MERIDIAN SECTION 500. METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM 00 COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. un z ss- EXISTING 8" SEWER MAIN Q 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS NEW 4" SEWER SERVICE TYPE "D" PER THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD cn DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE Q W ISPWC SD-511 AND MERIDIAN SW3 O O APPROVAL OF THE CITY OF MERIDIAN. 0 30' 60' w • 48" DIAMETER SEWER MANHOLE 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z PER ISPWC SD-501. � � 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1" = 30' J OEXISTING 48" DIAMETER SEWER MANHOLE (D O 4" SEWER SERVICE LABEL STA: = SEWER MAIN STATIONING ) o J STA: 6+82 SEE SHEET C 4. 1 �� J� + J 43.0' L OR R = LENGTH OF 4" 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. I I "' ' 'I I "' / WATER KEYNOTESLi Q _ INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH I I Q N a * v ` 'z v 10 FEET BEHIND PROPERTY LINE. w w SERVICE LINES HAVE A MINIMUM 2% z [1-1 l I // I 1 POTABLE/NON PIPE CROSSING. GRADE TO THE PROPERTY LINE. I o r n" SSMH 3 w �' I / SSMH 4 I I O SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 V (� STA: 4+03.20 ' a STA: 7+51.65 I Z O 90•�'' � I I Q 2 INSTALL TEMPORARY 2" BLOW-OFF ASSEMBLY. IF POSSIBLE, USE (I� + 3i 1 s 5+00 f LINE A 6+00 - 1 7+00 y b y I I I `'' O TEMPORARY 2" BLOW-OFF ASSEMBLY FROM PREVIOUS PHASE. v cq � W WATER METER LEGEND 2 _ _ I _ I b N. BILTMORE AVE. I - 1 S - - / �s o 65 I i INSTALL: - - 6 -� - - _ _ 1 8" TEE (ALL FLG) 0 Q 3/4" DOUBLE METER SERVICE PER CITY OF 2 1 I 3 3- 0-\ 1 1 1 / I 1 7 O 2 - 8" GATE VALVES (FLGxMJ) 0 \ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. M M _,____ _ __ M M M I 1 - 8" FLGxMJ ADAPTOR W ddd INSTALL 1" SERVICE FROM WATER MAIN. _- _ -_- (n r y I I INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN O 3/4" SINGLE METER SERVICE PER CITY OF -- -_- O4 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I I I I I I SD-W9 AND SD-W15. L.L C) m INSTALL 1" SERVICE LINE FROM WATER MAIN. f30LF 8' C-9004 I f92LF 8' C-900 } I t306LF 8" C-900 I w Q WATER MAIN } + )t I INSTALL: WATER MAIN WATER MAIN 4 5 I 1 - 8"x6" TEE (MJxFLG) CENTER OF WATER METER TO BE 2' BEHIND + M + � o �1 I I O 1 - 6" GATE VALVE (FLGxMJ) LLJ BACK OF SIDEWALK (TYPICAL). I I� U_' I U_?"' �_? 'I ' �I / � L'� G �� L _ ±17 LF 6" C-900 NUJ NUJ N �� NUJ 4� //� I II � + W NOTE: J v J �o z O INSTALL 8" WATER MAIN THROUGH EXISTING f44 FT OF 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I / \O 3/8" THICK - 16" STEEL SLEEVE. W AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. HOT TAP EXISTING 12" WATER MAIN WITH 12"x8" TAPPING 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL � / Q O OTHER WATER LINES NEED 4' OF COVER. ®/ p4 1 O7 SADDLE & INSTALL 1 - 8" GATE VALVE WITH THRUST BLOCKS. COORDINATE HOT TAP WITH CITY OF MERIDIAN. O O C C O C C O I 0 0 0 0 / I SEWER KEYNOTES N- OINSTALL 8" SEWER MAIN THROUGH EXISTING ±50 FT OF 3/8" THICK - 16" STEEL SLEEVE. LINE A PROFILE INSTALL 8" CLEAN OUT PER CITY OF MERIDIAN STANDARD DRAWING S-1 W 4+00 5+00 6+00 7+00 7+52 VERTICAL SCALE O "TEE" TYPE CLEAN OUT FOR FUTURE CONNECTION. 8" SEWER INVERT CALCULATED AT 2547.95'. ENSURE TRAFFIC RATED LID. 0 3' 6' O Q SCALE 1" = 3' � c FINISHED GROUND W 1 EXISTING 42" GIRR CROSSING EXIS ING GROUND o 0 15" GRAVITY / 71 ZA IRRIGATION 12" STORM DRAIN CROSSING 7 CROSSING I / ♦sue 4" PIRR CROSSING IN x z 1 / 8" STEEL SLEEVE. 8" C-g00 WATER MAIN 2555,I 555 it o z o - cn cllj 0 Y � Z Q � W dl � W � � w , , � �� i W _M rn w 1 M o z � � z 6 � o I � o 2550 2550 C� W _ 344.46 LF 8" SEWER 0.81% Q J N ~ 48"0 SSMH 4 z Lj w z m o Li 7+51.65 LINE A-SWR W `' ¢ `�' w 4 RIM 2560.1 t o 0 o_ 4" IN 2551.04-E r2 00 m 8" OUT 2550.70-S m o i z z 48"0 SSMH 3 = Q J 13�_ 4+03.20 LINE A-SWR v RIM 2559.5f 2545 8" IN 2547.91-N 2545 8" IN 2547.91-S NOTE: g`��NA� FN 8" OUT 2547.81-W 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. a T APPROV 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 04/11/25 INSTALLED WITH NO SUMPS. IF C�ONSTK ' I N 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. �TF OF SOP CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2540 2540 4+00 5+00 6+00 7+00 7+52 SHEET C4 . 2 LED 00 Lf� i SEWER LEGEND WATER METER LEGEND N s NEW 8" SEWER MAIN PER ISPWC AND � 3/4" DOUBLE METER SERVICE PER CITY OF MERIDIAN SECTION 500. MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Q INSTALL 1" SERVICE FROM WATER MAIN. Q EXISTING 8" SEWER MAIN 3/4" SINGLE METER SERVICE PER CITY OF t77 0 MERIDIAN STANDARD DRAWINGS W-1 AND W-2. z cn - - - - - - - - - - - - - NEW 4' SEWER SERVICE TYPE "D" PER INSTALL 1" SERVICE LINE FROM WATER MAIN. SEE SHEET C4.4 ISPWC SD-511 AND MERIDIAN SW3 C.) / II w • 48" DIAMETER SEWER MANHOLE CENTER OF WATER METER TO BE 2' BEHIND 0 30' 60' BACK OF SIDEWALK (TYPICAL). W/ I PER ISPWC SD-501. 0 1 STA: 3+18 g t234LF 8" C-900 WATER ! I z O EXISTING 48" DIAMETER SEWER MANHOLE NOTE:1. L MAIN CONT. ON SHEET C4.4. SCALE 1 30'- 3 i I " = J 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS � O INV. 52.00 �� AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 1 � STA: 3+05 / � I 4" SEWER SERVICE LABEL 2, ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL o - 41.5 R STA: = SEWER MAIN STATIONING o INV. 52.00 I STA: 6+82 43.0' L OR R = LENGTH OF 4" OTHER WATER LINES NEED 4' OF COVER. - 4 L SERVICE LEFT OR RIGHT OF MAIN LINE.INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH � 1 / /10 FEET BEHIND PROPERTY LINE. oo N WATER KEYNOTES I Q Z SERVICE LINES HAVE A MINIMUM 2% STA: 2+77 _ GRADE TO THE PROPERTY LINE. � 25.5' L � - 3 6 I ] 1 POTABLE/NONPOTABLE PIPE CROSSING. O INV. 52.50 5 �` S E E SHEET C 4. 1 - O I SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 (D u� t10LF 8" C-900 N i I z ( r I WATER MAIN ; INSTALL: - O `� - - - - - - - - - - - - - w � 00' I i I 1 - 8" TEE (ALL FLG) UTILITY NOTES ( 3 A 7 SSMH 7 Q\� I 2 3 - 8" GATE VALVES (FLGxMJ) (D U SSMH 6 STA: �J W 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 90• O - SSMH 5 STA: 2+37.34 / I 3 INSTALL 8" 22.50' BEND WITH THRUST BLOCK. 0 STA: 2+05.01 _15T // / I O SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER I 0 0 1 1+00 4 \ °l W METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR SSMH 2 p s s s o f47LF 8" C-900 / I N Q REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF °� 0 1 \ �' WATER MAIN I L.L STA: 1+40.20 LINE A - b - 2+00 / I O4 INSTALL 8" 45' BEND WITH THRUST BLOCK. (n METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM - Sri O STA: 0+00.00 LINE B O N "'• COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. 1 N. STRONGHOLD AVE. °O 1 I 1 I 3 / I \ Poyi� INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN u- m �q` 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS I M M �i� sa / �' / O5 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, w C)THAT UNBALANCED FORCES Q DRAWING SD-403. MEGALUGSXMAYRBEODUSED HINULUEBOFCTHRUST BLOCKSSATNTHE U00 IST IRE ST KS PER ISPWC D 2 \S� y� / SD-W9 AND SD-W15. APPROVAL OF THE CITY OF MERIDIAN. ( I Q SEE SHEET C 4. 1 f 187LF 8" C-9 w INSTALL: Li-1 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. WATER MAIN + + � / / I O 1 - 8"x6" TEE (MJxFLG) � W J� I 1 - 6" GATE VALVE (FLGxMJ) 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. �Z_ �\ / / I ±17 LF 6" C-900 Ln W Ln cn N �� Q�/ /D� I O SEE SHEET C6.0 FOR RPBA SECONDARY WATER SOURCE f47LF 8" C-900 CONNECTION. El� CD WATER MAIN / / I C) -u / / I °i T / � / I LINE B PROFILE I_I_I 0+00 1 +00 2+00 3+00 I O VERTICAL SCALE m cl:� 0 3' 6' W SCALE 1" = 3' EXISTING GROUND Z 2560 2560 Q FINISHED GROUND rn� 0 0 0 0 12" STORM DRAIN CROSSIN X Z 255 4" PIRR WITH 8" C-900 SLEEVE 2555 I I 8" C-900 WATER MAIN vYY- � Y z z 27.96 LF 8" SEWER ® 0.46% rn i 8" WATER CROSSING N o � 28.33 LF 8" SEWER ® 0.46% z cn o �i o oo 2550 2550 C� J N O � 0 N � � w w 0 Q O = LJ I o m O 201.01 LF 8" SEWER @ 0.41% o V M m N0 m w o z z 48"0 SSMH 5 w ~ J m m = Q 2+05.01 LINE B-SW 48"0 SSMH 2 RIM 2558.5t 2545 1+40.20 LINE A-SWR 8" IN 2547.68-N 48"0 SSMH 7 2545 NOTE: S\ONAL F 0+00.00 LINE B-SWR 8" OUT 2547.58-S 48"0 SSMH 6 2+69.30 LINE B-S R �' NG' 2+37.34 LINE B-SWR 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE RIM 2558.0± RIM 2558.7E 2 RIM 2558.7t TO FACE OF MANHOLE. O 8" IN 2546.76-E 8" IN 2548.14-W 8 .25-NE a T APPROV " IN 2547.91-NW 8" IN 2546.76-N 4" IN 2548 8" OUT 2548.04-S 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 8" OUT 2546.66-W INSTALLED WITH NO SUMPS. 04/1 1/25 8" OUT 2547.81-S F ONSTK ' I N 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. �TF OF SOP CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2540 2540 0+00 1 +00 2+00 3+00 SHEET C4 . 3 Lf) 00 LO SEWER LEGEND N N S NEW 8" SEWER MAIN PER ISPWC AND E MERIDIAN SECTION 500. 0 ss- EXISTING 8" SEWER MAIN -a PI a PI alb- alb \ 1 \ � - - Id Id Id t - s z NEW 4" SEWER SERVICE TYPE "D" PER -a BLOCK 1 Id O ISPWC SD-511 AND MERIDIAN SW3 II a Cn • 48" DIAMETER SEWER MANHOLE �� I O 19 - d �iR \ \/� � PER ISPWC SD-501. 2 II I O 0 30' 60' 7w O EXISTING 48" DIAMETER SEWER MANHOLE �� I 20 17 O \ z a f 16 � SCALE 1" = 30' J O J a 21 18 \ / C) 4" SEWER SERVICE LABEL O f9LF 8" C-900 STA: = SEWER MAIN STATIONING 0 � / WATER MAIN STA:-6+82 43.0' L OR R = LENGTH OF 4" Q a I t10LF 8" C-900 - 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. f WATER MAIN /d \ INV. 27.48 w I f147LF 8" C-900I= INV 27.48 = 4" SEWER SERVICE DEPTH CC S8 �C WATER MAIN BLOCK 1 J 10 FEET BEHIND PROPERTY LINE. L ��, •� f47LF 8" C-900 WATER KEYNOTES SERVICE LINES HAVE A MINIMUM 2% z �sj rn o 0 3 WATER MAIN d GRADE TO THE PROPERTY LINE. LL_I O I f16LF 8" C-900 - o + + �i 2 U WATER MAIN I u'v' I"'v' I"� r v' O O POTABLE/NONPOTABLE PIPE CROSSING. n � �� O SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 u� 4 � l l l O o �) 2 1 t82LF 8" C-900 1 I I STA:H rV 2+69.30 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN z WATER METER LEGEND = 0 I r 1 WATER MAIN I I 5 ^_ O2 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, O -w + "� SD-W9 AND SD-W15. U 3/4" DOUBLE METER SERVICE PER CITY OF 0 22 6 0 INSTALL: W \ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I 7 M Cj 1 - 8"x6" TEE (MJxFLG) INSTALL 1" SERVICE FROM WATER MAIN. z Ij I 0 1 b W. MEADOWPINE CT. /` O 1 - 6" GATE VALVE (FLGxMJ)`� W � O 0 Lq 5+90 029 1 I 1 `90• 1 ao 0 1 �- - _ f 17 LF 6' C-900 Q 3/4" SINGLE METER SERVICE PER CITY OF dl MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 23 S 5 S s INSTALL: O cn INSTALL 1" SERVICE LINE FROM WATER MAIN. X SSMH 9 �� 1 1 4+ 0 S 3+0 15g, �^ 1 - 8" 90' BEND W STA: 5+90.00 "J O4 1 - 8 8"x6" REDUCER (ALL FLG) O 1 - 6" GATE VALVE (FLGxMJ) W Q CENTER OF WATER METER TO BE 2' BEHIND I 1 1 SSMH 8 t17 LF 6" C-900 Q BACK OF SIDEWALK (TYPICAL). 5 � 1 1 STA: 4+87.59 I � � I � � W NOTE: T �T f } O5 INSTALL 8" 22.50' BEND WITH THRUST BLOCK. W 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I ( ��v + J I+ o J °'� J J o AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. - CO '-' n n + n n o �+- o +� o + J o + J o + J N �g p�o� �.. � � � � � �.. � � 'n � "'"'I Imo' 'n"' Imo' �N;n�I O 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL I (� _� ' NJ NJ ~¢n + l"z� N?� N ZI 6 INSTALL 8" 90° BEND WITH THRUST BLOCK. W OTHER WATER LINES NEED 4' OF COVER. \ N C� IO7 INSTALL 8" 45' BEND WITH THRUST BLOCK. O 0 O a a 24 25 26 27 28 29 30 31 32 4 PI 4 PI -¢ SEWER KEYNOTES a �a BLOCK 1 COD LL f26LF OF 4" C-900 SEWER SERVICE AT LINE B STATION: .59. INSTALL 4" CLEANOUT AT END OF RUN. 4" INVERT AT CLEANOUT.02' LINE B PROFILE I-I_I 5+90 5+00 4+00 3+00 2+69 O VERTICAL SCALE 0 3' 6' W UTILITY NOTES SCALE 1" = 3' � 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 2560 2560 Q SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM EXISTING GROUND COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. - - - - - - - - - - - - - - - 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. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE APPROVAL OF THE CITY OF MERIDIAN. rn� 255 FINISHED GROUNDCD 555 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 12" C-900 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. STORM DRAIN x z I 0 o 90' BEND z Q 8" C-900 WATER MAIN `V � w rnLij o � - w I w cn � CD I LW. . cn °o z ZcnQ I �I o _ w - CD ♦V^ a J o `N > 98.41 LF 8" o 2550 2550 z cn (D w o SEWER 0.62% w z m CD w 14.30 LF 8" SEWER @ 0.41% ¢ cn o � CD � 48"0 SSMH 9 CD m o 5+90.00 LINE B-SWR V m RIM 2555.7t T48"O SSMH 8 M c i 4" IN 2550.06-N 4+87.59 LINE B-SWR z z o 4" IN 2550.06-S RIM 255 t 48" SSMH 7 Q w -- w 8" OUT 2549.72-E 8" IN 2549.11-W 2+6 .30 LINE B-SWR Q:� = Q J 4" IN 2549.45-N RIM 2558.7t v L` 8" OUT 2549.01-E 8" IN 2548.14-W 2545 NOTE: 8" OUT 2548.04-SE 2545 5S\O NA E Fti 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. O 2� a T APPROV 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 04/11/25 INSTALLED WITH NO SUMPS. F C�ONSTf� �, I N 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. �TF OF SOP CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2540 2540 5+90 5+00 4+00 3+00 2+69 SHEET C4 .4 Li) 00 Lf� N N EXISTING CASTLEBROOK SUBDIVISION +E o �mn Z ® O . o EL=2560.25 0 ® M , J Lz 0 W. PINE AVE. Cn c W —W — — — — — — — — — — — — — — —W — — — - - - - - - - - - - - - - — - - - - - 0 40' 80' SCALE 1" = 40' J �\ �( CC CD - 7:)-� (,/ 0 1 ( o I - — TOP / 1 BLOCK 1 - — — — — — — ----, ----- O\,J / \ / STREET LIGHT: I j t O 1 O O TYPE 1 E Q II �� #1 l 19 \\ \ —301��301 } BLOCK 2 J O II I O BLOCKI II 20 17 L — — — — — — O I STREET LIGHTING NOTES: Q z U CD > :K 1 O O 21 BLOC 1 \\ \ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT (D U� 2 VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND z THE NATIONAL ELECTRIC CODE. _ STREET LIGHT: Z I TYPE 2 �. — — — } } O 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE � O 0 #3 I Q 6 I THE ONLINE CITIZEN PORTAL AT HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO _ W W — I M OPEN A PERMIT AND REQUEST INSPECTIONS. 0 O � Q � 0 7 8 a; ,� I _ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, LLI O BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. = Q 0 0 22 15 \,s O Cn = m W. MEADOWPINE CT. qo\ I 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE O — — \ LL Cnz HYDRANTS AND 2' MIN. FROM WATER METERS. O 23 STREET LIGHT: Uj � Q CD TYPE 2 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT m Z I \ # 14 p DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A (-5) 8 7 \ }j I — = HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. W _ I I M X I Cn 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR W w Q I 0 QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. Cn Lij Ld > 13 O STREET LIGHT: \ \ z 7. BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 6 TYPE 2 %~ TI O o #5 O _ I 24 25 2s 27 2s 2s 30 31 32 I z �% r STRIPING AND SIGNAGE KEYNOTES O O O O O O O O O o I p O) cn O Q INSTALL 30"x30" STOP SIGN MUTCD R1-1 PER ACHD 33 STANDARDS. STREET NAME SIGN AND STOP SIGN TO BE LOCATED 7 BLOCK 1 Z 0 O O ON THE SAME POST. ADD W14-2aL/R ON TOP OF STREET NAME I I O O SIGN. SEE ACHD TS-1114.03 FOR TYPICAL INSTALLATION STYLE. BLOCK 1 ) } BLOCK 1 ENSURE USE OF W14-2a INSTEAD OF W14-1a. m O2 INSTALL STREET NAME SIGN PER ACHD AND MUTCD STANDARDS. 42 41 40 39 38 37 36 35 34 I 11 00 O O O 5 I z I I O O O N O O O I O3 STRIPE STOP BAR PER ACHD STANDARDS TS-1112.03. DETAIL 19. I I O IN TALL TYPE II SIDEWALK BARRICADE PER ACHD SUPPLEMENTAL A. STREET LIGHT: STREET LIGHT: O o ( INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES C n Z 1 } } TYPE 2 I TYPE 2 "ROADWAY WILL BE EXTENDED IN THE FUTURE" PER ACHD O I } I #1 2 #4 O5 SUPPLEMENTAL DRAWING SD-1132B. ENSURE EXISTING GRAVEL Q 2 ROADWAY IS CLEAR OF OBSTRUCTION TO ALLOW ACCESS TO EXISTING PRIVATE DR. W O . • ' '' I ( 6 INSTALL 25 MPH SPEED LIMIT SIGN PER MUTCD R2-1(25). SIGN W. QUARTERHORSE DR. _ } O TO BE 24"x30". Q EXISTING STREET LIGHT -W. QUATERHORSE= — — — — — — Z INSTALL 12"08" NO PARKING, FIRE LANE SIGN PER 2021 IFC Ln BLOCK SECTION D103.6 TYPE "A". O —12 PVC 12 PV (� + ' Er 4 O INSTALL 12"08" NO PARKING, FIRE LANE SIGN PER 2021 IFC I / 5 UNPLATTED SECTION D103.6 TYPE "C". EXISTING HORSE MEADOWS SUBDIVISION STREET LIGHT LEGEND NOTE Cn (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) 0 TYPE 2 STREET LIGHTS SHALL BE INSTALLED 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR �1 N AT LOCATIONS SHOWN IN PLAN VIEW. SEE CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND STREET LIGHTS. z LOCAL STREET SECTION IN TABLE THIS SHEET LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE ? N Q USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. rn LLJ 4�— TYPE 1 STREET LIGHTS SHALL BE INSTALLED W N M m w 2.) INSTALL STREET LIGHTS PER CITY OF MERIDIAN STANDARD DRAWING DWG-6C. ,� o � AT LOCATIONS SHOWN IN PLAN VIEW. SEE Uj � Z COLLECTOR SECTION IN TABLE THIS SHEET. z v' o o U1w L J N a Uj Lil w Q � O O Cn Approved LED Fixture List for Street Lighting CD V M m m m o w o z z NOMINAL STANDARD 3: U w APPROXIMATE PEDESTRIAN < = Q J STREET WIDTH LEVEL MANUFACTURER MODEL NUMBER WATTS MOUNTING MASTARM o U o LL- o HEIGHT LENGTH American Electric ATBM D MVOLT R3 BK P7 95 �S\ONAL FNc i2 LOW Eaton/Streetworks USSL-A02-D-U-T3-MA-BZ-4N7 87 0 50' (large collector or Phillips RFM-72W 32LED 4K-T-R3M 73 a T APPROV 3 lane arterial) American Electric ATBM E MVOLT R3 BK P7 115 30 8 04/11/25 MEDIUM Eaton/Streetworks USSL-A02-G-D-U-T3-BK-4N7 143 F C�ONSTF� 0 Phillips RFM-108W48LED4K-T-R3M 106 TOTE OF 0 '-- Eaton/Streetworks USSL-AO1-D-U-T3-SA-BZ-4N7 * 57 LOW Leotek GCJ1-20H-MV-NW-2R-DB-700-PCR7* 46 44' or less(Local) NA at 25' MH (25 and 30' MH) Phillips RFS-54W 16LED 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 25 or 30' g' at 30' MH SHEET MEDIUM Eaton/Streetworks USSL-A02-D-U-T3-SA-BZ-4N7* 87 Phillips RFS-108W32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 108I IC4 . 5 Lf) BACKYARD SWALE FENCELINE/ BACKYARD SHEETS Lo Lo II--- 1------- _ O\\\\-\5 8 4II�6 II�SLtt tW t�I`I o`n/°I 1 IuuIIIIIII1IIIlIII�I IIII/III II`I IIII uIIIIIIIIIII1IIII�IIIII III II 1I I�I 1i�u u°IIuI iuIIIuII I III I��_,_=`_�`___,�_�II°-,i_�-I1IIIII-�-i=�►--IA 1tI-1 t=--_=_,i1.--i�-I_I II-III I I-III_-.,_ -�IIlIIIIIIIII�iI'IIIII I II II aa II aIIuIII I I uIIIi°IIIIuIuIIIIui II II I A-'»t°b0 II\ /__�JIIl iIIjI �IIitIII jI_I I Iu a uIuIIII II I S !_opI�I°II�I I I Iu IIIuIuIrIII II ====2=56==2-===_3=_9a=_lp_�III IIIIIIII IIIII II I IuIIIIII I 1 uIIIIIIIII I uII I uIuIII I- .IpIIIIIIIIIII uII IuIuIIII I I CIIIuIII I Iu IuIIuIIIII I A_-N_- _BII III I E_--=-A=-DO-=JU-�S�-TEIIIIIIiIIIuIIIIuIIII D s�IIILIIIIuIIIIuIIII I I III aI-I_+�-_III I__III I v__ O=-�IuuIIIuIIIIi_IIIII II i I A}==5i�8uIIIuIiIIIII I � BII IIpuI IIEIIuII I II RMOI _�A�-/q_q1` -�-S- TOWARDS --q-_AREA \�`D_�- !-R_-A-_-I N_- - \ iIIp-�i IIIIIIppi IIII IIIIuIIIII I II_ ` ` ti3 `c / N TO GAIN POSITIVE NOTES: SEE PLAN FOR DRAINAGE TO FRONT 1. THE BUILDING ENVELOPES ARE BASED ON THE CITY ELEVATIONS OF THE LOT. SWALE OF MERIDIAN MINIMUM SETBACKS. -\ _-F - � - IIit t-1i6III 1 0II-IIIIIuui IIIIi\IuI II III .I1\ II 1-r 11 III81 tI I -OI�-IIII.I `I - II - S I 711t� II - ' I v� ^ � � � \ \� \� �0(� CAN BE NO CLOSER E P L THAN 10 FT TO 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE O VARIES-SEE PLAN 60.0' 20.0' STRUCTURE BASED ON THE LOWEST TOB BACK OF CURB ELEVATION � ALONG THE FRONTAGE OF THE LOT, PLUS 20 FT ® 2% 0NQZ- -J00(12' MIN) " S FRONT 6" DROP FOR AND THEN AN ADDITIONAL 12 PER THE 2003 ' zWO cot S REAR 6" DROP A & B LOTS BACK OF SIDEWALK INTERNATIONAL RESIDENTIAL CODE SECTION R403.1.7.3. FOR A LOTS ONLYto VARIES A" LOT. GRADE VAR SEE PLAN 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 0 30' 60' IES TYPICAL "A" LOT FEET. TYPICAL �B LOT W "B" LOT. GRADE DRAINAGE DETAIL 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 DRAINAGE DETAIL NOT TO SCALE FEET FROM THE STRUCTURE. NOT TO SCALE SCALE 1" 30' 0 \ OW zA W\W cYU F O 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON REVIEW LOT GRADING DETAIL OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. J SIDEWALK SIDEWALK CURB & CURB & UO � GUTTER STREET GUTTER STREET (\ Z - - - - - - - CD V c -fol 61.27SW 61.33SW 61.39SW 61.33SW 61.28SW 59.25SW _ 60.96SW -------------- -------------- 1.34FG __ 60.53S--____________(61.24EG) ------- uj 61.50FG - - - - - - - - O (58.79EG) TOP TOP T P OT 61.33FG TOP O (58.90E( 58.25FG (57.94E�) \61.49FG 61.44FG 6 33FG O 256357.07E - G) I(60.94 G) \V GTop , ( . � (59.79EG) P61! cIR - - __ l _- 2560 --- �- - -- 61.52FG 9(57.0 T w m - - - - - - 0 O 1.50EG)64% 2.40% O\ 60.75FG 650.00FG 61.5F (6 60.03SW(61.50EG ( . ) ( .9 ) i. 62.00FG 60.00FG BLOCK 1 59.25FG 59.00FG 60.00FG .51FG I I I (60.16EG) 57546FG .00FG 61.56FG 61.30FG 'O 59.79SW 00 56.66FG 56.94FG 56.65FG 56.75FG 57OOF 5 1 61.60FG -- 60.91FG 5 76SW --60.16FG57.74FG 58.32FG . __-- 61.25FG FG59.32FG .71FG . 60.50FG 56.66FG 56.16FG 56.42FG 19 _ _ 60.00FG_ am 11 57.82FG BLOCK156.16FG � � 60.50FG 61 59.52FG56.41FG 56.19FG 56.64FG 57.01FG I .50FG 60.75FG L_Q0>_Q\\� LN/nL�J 56.18FG 0O L 61.50FG 56.48FG 57.23FG 8FG 61.28FG - - - - - - B 2� 1315%/� II 3FG56.91 FG 59.2 O I56.08FG 5 59.05FG 61.67FG 60.75FG 61.50FG 59.57FGL (56.6 G) II 57.82FG 58.82FG 59.23FG101 1 II oII 57.36G 61.72FG 61.50FG 160.00F „ 60.75FG 61.00FG L=_===____:_____________1 1 58.73F LOCK1 60.37SW J 61.25FGBLOCK1 58OFG II II (6 57.41FG - II 61.25 0.25EG) . 8 B FG pp9 O /0 60.40SW 3.84%I A A �59.30 � 0. 0% 60.25FGci R 61.46FG 55.80SW 0 II 61.74FG �61.61FG % o I 0.33FG 61.50FG 61.37 T =-==-=-==-=56.28SW II o 61.44FG FG 1.91% 11 OOFGFG . 1 61.11FG5FG o o . �59.64FGo %23FG "VrII G . 2 61.2 61.76FG 60.75FG 61.50FG59.47FG' 61.04FG 61.48FG B56.90FG 61.30FG . FG .56.44SW 354% 7.50FG 58.97FG 61.46F 0. 4%6 - I 14.85% . 59.29FG 61.81 FG Ec \_ _ _ - _._ \2 0 II I .56 11 II 58.90FG 61.35FG 6111FG 59.75FG 57.50 58.50FG 61.82FG 61.49FG 61.35FG 60.98SW II - 60.7 48EG) L =__ �__ �I 61.52FG 61.25FG 5FG . 61.1FG OOFG61. 61.61FG(56. (60.46EG)55.90SW \ 04FG55.75FG 57.41F . 59.00FG 5907FG 5925FG er0 � 55.75FG . . � 59. 61.36FG 61.17FGp . 59.00FG � 61.65FG 56.52FG I II 55.76F 56.03SW � � o ��61.52FG 61.82FG 1.53FG 6 1.05SW 4.34% 050% �60.46FG� 59.01 FG 59.75FG 61.86FG 61.42FG _ _____ _________ 62.36�G 62.00FG �---% � I i61.83FG 6150FG56.25FG 56.25FG 56.54FG 56.25FG 56.09SW -�58.75FG 61.86FG 62.00FG 61.74FG 56.18TRC A 61.87FG 1 `59.86FG . 6.33TRC 58.92FG 5 .50FG 59.14FG 61.85FG55.50TRC 55.78TRC 62OOFG 57.30SW 5 � � 61.86FG . .. � 63.00F IV/ 59.98FG .86FGW. MEADOWPINE CT. 58.90SW 58.75FG . 61 8FG 62.00FG5529LIP 55.57LIP 55.97LIP 59.18FG F 1 56.12LIP 58.96SW 61.90FG\61.95FG ! 61.69SW 0. 0% 62.36FG 60.70FG(56.13EG) � 0.50% 22.I 56.32SW � 59.68FG 2 1.60% 56.01 FG 55.62LIP 55.90FG 56.30FG 56.51SW 56.78SW 57.19SW s 58.84SW 59.25FG _ ---------------------� 63.00FG 61.75SW 56.45FG 57.79SW 58.39SW \�- 61.9G 60.00FG (60.69EG) 58.94SW 5 . 59.18FG�i (60.63EG)55.8 5 61.81SW 61.58FG593 G5633G 56.48FG I I 60.00FG \ 61.82SW 60.57EG ` 63.25FG 61.73FG 56.50FG 56.75FG 57.00FG 57.50FG 58.00FG b` I 1� 56.25FG (61.08EG) . 59.07FG \ 56.25FG 56.50FG 5918FG G 62.21G61.97FG 60 00FG . _. . . 58.00FG 58.50G G 59.25FG ` -- _ .�__ __ . 59.68FG_ �__ __ _ _x ====____� _ N 58.66SW 62.25FG 1 84FG 55.75FGx r=== . II� . � ° 59.37FG 81% 4.23% 61.79SW(55.10EG) I 1 . 56.50FG 57.00FG I 57.50FG �I I5 .00F I 050% (61.59EG)I II�58.57FG 58.6SW 59.00FG __ \55.75FG 56.00FGII _Al I 1,81 SW 56.25FG . 56.50FG 57.00FG I 57.50FG 58.50FG 2.10%- l . 58.87FGZ 62.11 FG 61.7261.75FG55.42FG 61.84FG 62.00FG 161.84FG 681 FG .84FG (61.92EG)@ A ii I u j 51gII II ioII w 63.00FG 61.87FG' q � o 850FG 58.87FG_ � 61.62SW \ CD 62.11FG (61.89EG)II C'll L LII 61 II oII II II - g11 oII - 7__FG `;I-Ii 203G II oII � Ir- 62.25FG 61.97FG 59.00FG 61.42SW 61.75FG 61.8 97FG u . . . 62.62FG I 2.57 . 9FG 62.00FG 58.50SW 62 61.61 FG 61.75FG58.50FG 58.(55.33EG) 26 2 5 . IIIIII aI2 u27 8 12FGII 56.09FG 0 90G55.19FG II 3 -62.00FG .II 31 II II3 . . . II I 56.3 I�- 5_6.58FG 57.34FG56.09FG IL =. IL� . \III I 57.84FG 5 .33FG II I 58.90FG_ G � � 62.`42FG 56.83FG6. Z w .57.00FG 2.00FG 63.00FG 7 .Z7= == I I I L \\-x ========_x 59.40FG . " 59.40FG . . . 61.61FGO (55.13EG) 57.50FG 58.36SW . i 61.25FG 61.50FG 60.89SW Q A G) . FG� 3.90%5 . 59.37FG 61.75. . . Lu . .3 58.32SW 60.82SW 55.07FG 0 °O . 60.20FG 61.40FG 62.09FG 61.89FG 61.75FG 50FG 655.15FG 55.64FG �° 62.75FG � 055.88FG . 57.lOFG 57.59FG 58.07FG 59.43FG BLOCK1 °o55.88FG 58.07FG 59.61FG 59. 'BLOCK1 55.15FG N55.64FG m . RCK 1 o 62.50FG w Nrn . 57.59FG 61.25FG 61.58FG 62.08FG rn(55.18EG) ___ 57.1OFG . r . 60.21FG 60.39FG 60.62SW 61.75FG J 'i oa��o LL� I L w� 58.82FG ____ J � --------- _ ____ \� 62.09FG (62.64EG) I�54.65FG r ---- ---- �----- 59.30FG 59.51FG 59.71 FG 55.1 55.38FG 55.86FG I�56.60FG I�57.09FG I58.93FG . . %4 Z ci w54.98FG I I FG II 58.32FG FG 62.14EG) _oo7.57FG . 59.8817G-- 60.75 55. 59.lOFG z / I `U 5 �, So54.65FG . jil 55.86FG 56.60FG 57.09FG 57.57FG II 11 (,') . .II 57. F II 58.32FG O 037 Sv4 I � �60.50FG 61.35FG w 04 3v6 60.87FG \61.37FG __j o o coYzo_n+h �i w w h 01 II 11 o 11 o _/I US, LII � oII II II 60.50FG 60.87FG M moI o FG -ii II 61.O(54.96EG) i Lq II L mII �� ii s 4.01% 0.50% m 2559 LLJ 60.12SW o 50 Q w57.25FG 57.50FG 58.00G 60. 54.75FG 56.75FG 58.60FG 60.00FG . Q J 56.25FG II 37FG -�II I0FG 7 25FG 75FG II III II 60.00FG II. 6.75FG y 58.77FG 59.18FG 59.38FG 59.55FG ii 11 G 50 - FG 57.25FG 57.75FG / . _ 56.75-G� 57.25 �° 0 o o� 57.75FG 58.00FG 58.00FG 59.27FG s� _60_05_GII II LII 555 750FG 58OOFG I 54.25F 54. FG - 5FG OOFG 59.10FG 58.50FG 58.50FG 59.47FG 59.67FG 59.87FG 54.25FG . . 61.48FG60.00FG 60.37F_�155-25FG 55.50FG-5._50FG 56.00FG N a° 60.50FG -________-_______ ___4.75_FG_ 55.25FG _n N N 54.41 FG �5 . (61.48EG) NOT APPROVED----- - � - - - -- - - - - - - - --- -- ° o-,_-0.�.5_0_%_ II I ---54.75FG rs -------------- - � ----- ----------- ------------ 59'74SW 60. vT04E/11 F/�2p5C"i r -__.- - - _ _ _ 53sw- __4.41 G -_____- - FG_ __---•60.12FG! J FOR CONSTRUCTION �C TION --- 57.03SW 57.48SW 57.88SW 58.29SW 58.29SW 58.46SW 58.66SW 11. . II G 55.17SW 55.79SW o ------ --- __ q 54.84SW W. QUATERHORSE DR. W. QUARTERHORSE DR. 0.49% 19` I ° � 859 _ - 61.25 11 ss� 60.25FG� 59.75FG___-- -� 60.12FG \1ii 60.91 FG1- - - SHEET 0.50% E (60.91 EG) ��- 59.70SW� C5 . 0 (60.04EG) 60.62FG (60.29EG) Lf) 00 LO � 12' �� N KEYNOTES: KEYNOTES: ' x c N 3.•� MqX 1 MP S(pUT �— SLOPE 1.50% S�OpE O INSTALL 12' WIDE ACCESS ROAD. SEE DETAIL THIS SHEET. � F SEE C5.0 FOR ELEVATIONS. E�T 3.•J MAX 1 INSTALL NON—STRUCTURAL RETAINING WALL TO PRESERVE BERM INTEGRITY. O RETAINING WALL NOT TO EXCEED 3' TALL. INSTALL GRADEBREAK/HIGHPOINT TO ENSURE PROPER COMMON DRIVE DRAINAGE. C) I=III—III= III=I I I ' 2 6 SEE SHEET C5.0 FOR ELEVATIONS. OO z INSTALL C DRAIN PER L B" LOT DRAINAGE DETAIL. s SEE SHEET5 0 FOR ELEVATIONS. O GRADE FG TO EG ® 3:1 MAX SLOPE. Cn O LOT FG TO LOT SHEET C5.OF FOR LOPEVATIO S W MAX.S COMPACTED NATIVE MATERIAL ENSURE STRAIGHT GRADE LINE IS INSTALLED TO CONVEY WATER. 0 30' 60' 11� 6" OF 3/4" MINUS CRUSHED GRAVEL O SEE SHEET C5.0 FOR ELEVATIONS. w OFINISHED GROUND STRAIGHT GRADE LINES. z SEE SHEET C5.0 FOR ELEVATIONS. ACCESS ROAD D EATI L O SEE LANDSCAPE PLAN FOR SUBDIVISION AMENITY DETAILS. SCALE 1" = 30' J SEE SHEET C5.0 FOR ELEVATIONS. (r1 0 Q � Q TBM#1 �� I Q \ CHISEL-X , e O EL=2560.25' Q I s O V lJ J = - W. PINE AVE. I z CD- - - - - - - - - - - - - - - - - CW 1/16 - - - - - - - - - - - IILII — — — — —OOOOO-5 OJ7 III—III I IIIIIIIIIIIIII III IIIIII1IIIIIIIIIIIIIIII III 1II II IIIIIIIIiIIIIIIIIIIIII�i-I IIII=_-=I\_-=_-=O_-=242__=421__=3__=__=_�IyI�IIIIIIIIIIII II IIII II IuIIIIIIIIIIIII II�I II uIIIIIII Lu IIIiIIIIIIII I I IIi II IIIII�IIII�IIIII III II III uIIIIIIIIIIII III III uIIIIIIiIIIIIIIIII rI i-II III=_-=2_-5=_-=_-=_-=_-=_-=2Ip_, -p=Tp0 O r�IrI,IpII,IIIII II III III IuIIIIIIIIIII_III III II rIII ir___�II�I�IIIIL�III III III III IuIIIIIIIIIIIIII III II III_0-=—�2-I=6-=-=T-=41Q-===7=\JIIlIIjIIIiIIII III IIII III IuIIIIIIIIII IIII III I III OIIIIIIIIILIIIII II IIII III IuIIIIIIIIIIIIII III II III/-=-=-=-= -=-=3-=92-=1 1J-=�JIIIIIjIIIIII,II IIII II IuIIIIIIII IIII PII I II IIIIIIIILIIIIII IIII IIIIIuIIIIIIIIIIIII I I II�==\/2=8==C====JIIIIIIIIIIIIIIIII III III II IIIIIIIIIII III II III II®/�II,IIIIIII/IIIIILIIIIII�IIII I uIIIIIIIIII I I 1II --8O--��--�o--p p--\\O 4 4 1--2 10 I 9--3--7--�JIIITIIIIIIIIIIIII III III/III IuIIIIIIIIII OIII III I III P iIIIIIIiuIIiIIIIIIIIIIIIIIiIII Ii IIIII IIII I II I II III IIuI IIIIIIIII III II II==3=0IIIIiIIiIIIIIIIliIIiII i I II II=_=3\=6—=1=7=JIIIIIIIIIIIIIIIIuIIIIIIIIIIII I I II I III \ILIIIIIIIIIIIIIIIIIuIIIIIIIIII\IIII IIII II II I IIIIIIiaIIIIIIIIIIIIi=II II I-=-=-=-ip pIIuIiiI„„„tliIIIIi i I I=-3\=3-5\=1-\= -�O=1\�`-1 J6��IIIIIIIIIIIIIIIIuII IIIIIIII IIII IIIII IIII IIIII\II IIII��\`ILIIIIIIIIIIIII IIuIIIIIIIIIIIII IIII III IIIII r I IIIIr=a-=,8pII-uIiIII i=3-2=-=-=3/-4=-=/-=`-2=J�JIIIIIIIIIpIII Ip IIuIIIIIIII II I II II _-_---\�JI-iII IIIIIIIIIII„I°III iII III —_— (TY3P.) „II�IiIIIIIIIIIL rI iII IIII i°I°I°IIIIiIuuI�IL IIIII IIII III II\ \ _ 11 IIIIIIi J\IIiIIIIIIpIIlI II pIII IIII II I I IIIIII II IIIi I I III IIIiI III I I I ,I II IIIIIiI 222 � 0O 8 \ $ { It 01 GIR 7 T TOP 1 (3- — OP0 T ILL r - - - - 8 i 4 0 W O BLOCK 1 8 8 4LLJ_ _ 19 BLO4 CK 1 LrnMzcn LQ�L0 �LII 8 L — — — — — — — — — 4 4 4 JJ 5 BLOCK1 BLOCK 1 8 CD\ 2 o 41 141 + 4 (TYP.) 2 5 c�R W. 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LL 3 (TYP.) 3 5 > 4 O �Z �R7 — — — — — — — — — — — L L Z BLOCK1 QLu 1-40 6 BLOCK1 wBLOCK1 BLOCK1 ooao 00 i/w--------- r Z ui '5 o I � oO ' _1 cfl O ~ ILL ocV > o Q aoo�wz�- 9 1IIIIIIIIIIIIII1IIIIIIIII III II =====____�IIII4III4II,,I IIIII III I LIII1IIIIIIIIIII1IIIIII II =====____-JIIII,�,I,,I,,II,I,II Ij IIIIIIpIIIIIIIII I IIIIIiIII�II IIIII,III,I ILIIIiIII�IIIIiIII� =========JI,,IIIII I�I IIII ,II III II„IIIIIIIIIIIIIIIII I = IIIIIIIIIIIIIIII II ILIIIIIIIIIIIIIIIIIII II ==____JIIIIpIIIIIIIIIIII II - --I�IIIIIIIIIIIIIIIII _________�IIIIIIIIIIIIIIIIIIII II IILIIIIIIIIIIIIIIIIIIII =========JIIIIIIIIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIII ------------- IIIIIIIIII IIII III 1 �IpIIIIIIIIIII ___________ I III III I � w 0 m�Z� �YUU� ti0C LLJ / CD1 , o CD Un o0- JL� jO M m m o W Q LLJ __ Lv 3 Q L (NP.) � NA J 5D S\ L 3 L (TYP.) _ NOT APPROVED 3 --- - ----------------- -------------- =m 04/11/25 iq� ------------- ------------ - ------------- 1__ -- -------------- ----- ---------- --------------------------- --- - - -- _ - -- _ — ----- IIII �r J FOR CONST RUCTION--- IF -------- ------------ --- - — W. QUATER_HO RSE DR. — W. QUARTERHORSE DR. SD SD SDP C II II 9 II — SHEET K=GCK2 I C5 . 1 Lf) NOTES Lo O 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND O 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND � 1. ALL VALVES, FITTINGS AND OTHER PLACES WHERE UNBALANCED FORCES MIGHT EXIST REQUIRE A THRUST BLOCK POURED PER ISPWC SD-403. N O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 12 O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 13 O 4" x 3/4" SADDLE MINIMUM 3 2. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH. WIRE TO BE LOCATED 2" ABOVE PIPE. CONTROL WIRE SHALL RUN O 4" x 3/4" SADDLE MINIMUM FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24 LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL CONTROL O' O 4" MAIN LINE MINIMUM Rj' O 4" MAIN LINE MINIMUM 10 12 CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. COORDINATE THE 2-WIRE O CONTROL CABLE INSTALLATION WITH THE DEVELOPER. C) O 8" x 3/4" BRASS NIPPLE O 8" x 3/4" BRASS NIPPLE 11 00 z „\„\\\\\\\ 3. ALL WORK TO BE DONE PER ISPWC AND NAMPA-MERIDIAN IRRIGATION DISTRICT STANDARDS. COORDINATE ALL INSPECTION WORK WITH ENGINEER OF RECORD (208) 639-1992. 6 6" x 3 4" 200 PSI POLY 18" ABOVE GROUND %�% //tm / PRESSURE IRRIGATION TO BE OWNED AND MAINTAIN BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT AND IS FED BY AN EXISTING PRESSURE IRRIGATION MAIN. v�/ 6" x 3 4" 200 PSI POLY 18" ABOVE GROUND 0 3/4" BRASS CURB STOP LLJ 1 3/4" BRASS COMP. COUPLINGS 4. CONTRACTOR TO FIELD VERIFY EXISTING PRESSURE IRRIGATION MAIN PIPE SIZE PRIOR CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. Q 1 O ROCK CHIPS O LLI 3 7 O 3/4" BRASS CURB STOP 3 7 8 5. THE MAINTENANCE OF ANY IRRIGATION AND/OR DRAINAGE PIPES OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS z O 3" FEMALE ADD. O ROCK CHIPS 4 ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY OR LOT OWNERS ASSOCIATION. J 1 o LOCATOR WIRE 6 10 3" FEMALE ADD. 6 6. PI SYSTEM TO BE OWNED AND MAINTAINED BY NAMPA MERIDIAN IRRIGATION DISTRICT. O 5 8 2 5 9 Q 11 3" PVC PLUG 11 LOCATOR WIRE 12 MARKER STEEL " T" POST 12 J 3" PVC PLUG J "MODIFIED" 13 MARKER STEEL " T" POST PRESSURE IRRIGATION KEYNOTES Q N.M.I.D. TYPE A RISER S H 0 RT SIDE SERVICE DETAIL O CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN AT EXISTING GATE INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWINGS. O 3 Scale: NOT TO SCALE N.M.I.D. "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL O 11 END OF RUN. INSTALL 4" BLIND FLANGE TO END OF RUN. 1 VALVE. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING PRESSURE THIS SHEET. r n 4 IRRIGATION. IF DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD. `D Scale: NOT TO SCALE O INSTAL R IN PER N.M.I.D. STANDARD DRAWINGS. 12 INSTALL 4" 11.25° ELBOW & THRUST BLOCK. Z O2 INSTALL: 4" 45° ELBOW & THRUST BLOCK. THIS (r1 O N O INSTALL 8" C-900 SLEEVE FOR PI CROSSING OF ROADWAY. 13 INSTALL TYPICAL LOT 3/4" SERVICES PER DETAILS THIS SHEET. V O3 INSTALL 1 4%4" TEE & THRUST BLOCK. SEE PLAN FOR LENGTH. SEE PLAN FOR LENGTH. _ LJ- 0 40' 80' � INSTALL 2 (f�" WATER SERVICE AND METER PER CITY OF MERIDIAN (� W E O4 INSTALL 4" 22.5° ELBOW & THRUST BLOCK. O INSTALL 1 - 4" GATE VALVE. STANDARDS (STANDARD DRAWINGS W4) FOR DOMESTIC ui 0 SECONDARY WATER SOURCE FOR PRESSURE IRRIGATION, 14 SCALE 1" = 40 INCLUDE REDUCED PRESSURE BACK-FLOW ASSEMBLYRPDA INSTALL 4" PI THROUGH EXISTING 8" STEEL SLEEVE. SEE ( ). O5 INSTALL 4" 90' ELBOW & THRUST BLOCK. 10 SHEET C6.3 FOR PLAN AND PROFILE. RPBA TO BE APPROVED BY STATE TO IDAHO DEQ AND O S MERIDIAN WATER DEPARTMENT. m ui Q 0 W - - - - - - - - - _ _ _ _ _ _ _ _ _ _ w P— - - - - - 1N—�- - - - _ DOMESTIC WATER METER BOX COVER 1 Yz " CURB STOP BALL VALVE -w---�—per - - - - - - - - - - - - - - —Ew OBLITERATE WORDS "WATER METER" SUCH AS FORD B11-666SW W 9 FORD NO. X43 CAST IRON WITH - - - - - - 4 ±277 LF 3 ±147 LF 9 13Yz" LOCKING LIDS u ' 1 13 4" PIRR 2 4 PIRR:- _ 4 � O 11 CD ais ai 2 1 13 O1 13 3 1 4 BLOCK 1 - - _ 5 LF /pr } } BLOCK 2 19 2 0 13 4t PIRR 13 4 10 20 17 16 13 20" PVC \ / t236 LF O I / / 18 O 4" PIRR 13 \' BLOCK 1 121 O ±12 LF / a 4" PIRR \ Id BLOCK 1 /\\/\\ OBLOCK 1 \ O 13 a I 2 13 �d 6 } } O 1Yz„ BRASS PIPE O 3 1 c�R \ rn I , -I \� MIN 1 CU. DRAIN YD. O a I 14 /d G - gyp/ 13 t53,LF ROCK TO BOTTOM OF a 13 ±4 6 PIRR 1 LF 13 NOTE: \// j\\ VALVE FOR SUPPORT Q 8" STEEL SLEEVE 8 I II 13 I INSTALL MAIN LINE DRAINS AS LLI 4 a I 22 15 �d �� 2 �� REQUIRED TO PROVIDE COMPLETE > O _ \\ I M O DRAINAGE DURING WINTER SHUT a \\ I W. MEA ��WPII� E CT. — I g C � g — DOWN OF THE IRRIGATION SYSTEM. W a 23 S ""�' s �\ ci O ' 5 LF _ c f4" PIRR 14 LF ±179 LF 1 N.M.I.D. DRAIN VALVE DETAIL -" 4 5 PIRR 4" PIRR i Scale: NOT TO SCALE W 14 13 L d O •- / I I I 13 13 sty: a � a _ 9 C� l� 4 4 I� 13 I 3Cn O I I 13 — DOMESTIC WATER METER BOX COVER AIR RELEASE VALVE 1Y2" 200 W U) w 13 3 OBLITERATE WORDS "WATER METER" PSI RATED OR EQUIVALENT > O O FORD NO. X43 CAST IRON WITH n > 6 ~a l I 0 ±128 LF 13Y" LOCKING LIDS v 0 O w II I 4" PIRR ^� 10 Z 0 2 24 25 26 27 28 29 30 31 32 z 13 S' Cn W 4 PI — 4 PI 12 ui 5 /l� ;/ t60 LF Q f8 LF 4" PIRR y\\ \\ \\ Z \\ \\ 20" PVC 13 �' c� f 105 LF O t 108 LF > X 1 a 13 13 13 13 13 13 13 j g 9 4" PIRR 3 4" PIRR W LOCK 33 II z 6 4" PIRR 4 O Id Id Id Id I I d t Id I I tl — PI PI 4 PI 4 PI O 12 6 /\\/\\/\\ \� \\ CD BLOCK 1 O V N v BLOCK 1 f363 LF BL K 1 } 13 13 13 13 13 I J f26 IF Z µ 13 4„ PIRR 7 g I � I m 4" PIRR 13 4 37 (36 35 ±61 LF 11 10 O9 n O7 O6 5 I z N 12 /\//\ \//\/� ~ 6' 8 I 42 41 40 39 38 O O O 34 4„ PIRR f53 LF 13 - M �, oLLJ I \ \ MIN 1 CU. YD. DRAIN z �' 01 o r- - 8" STEEL SLEEVE J N ±130 LF / ROCK TO BOTTOM OF ♦♦�^ w °O a_ a I 4" PIRR VALVE FOR SUPPORT V a o cnQw i f I X ui w o � CDC w tn 0 0 a , ► •. ' • } I I I — I I I I I r ; 13 N.M.I.D. AIR VENT STATION DETAIL r a w O 2 = QJ � f I ( Scale: NOT TO SCALE o � o o u f W •..•. � w - W, UATERHORS D W. Q�ARTERHORSF� D_R. — _ I i 1 s SID s—� s- SD-I s- I I s } O 5\ONAL I } BLOCK a ,T APPROV a 12 PVC 12 PVG -12 P`� 12 PVC— �- 04/11/25 I als F gONSTRIJ . I N I - - � OF\�P� EXISTING HORSE I NOT A MEADOWS #2 I PART SHEET C6 . 0 Lf) 00 L0 N j cy) O � 00 cis � z 0 � cn Q w 0 30' 60' L.L.I Z SCALE 1" = 30' J O J GRAVITY IRRIGATION KEYNOTES < CONNECT TO EXISTING WEIR STRUCTURE WITH 15" rn O SDR-35. INVERT CALCULATED AT 2560.00'. INSTALL 15" V (� SDR-35 FLUSH WITH WEIR STRUCTURE AND GROUT AROUND PIPE UNTIL FLUSH WITH RIM OF WEIR z STRUCTURE. CONTRACTOR TO FIELD VERIFY EXISTING (11 O WEIR STRUCTURE INVERT. CONTRACTOR TO CONTACT `J ENGINEER OF RECORD FOR REDESIGN IF DISCREPANCIES OCCUR. - W Id V Id V Id V Id V Id -V Id -V Id -V -i d Id Id O SEE SHEET C6.3 FOR PI CROSSING SOUTH PROFILE. w O 0 / \ o SEE SHEET C6.3 FOR PI CROSSING NORTH PROFILE. O / LL CD Lu �,- �//l�%//////// / --- y / -- -"- -----"--------"-------"---------"---"-"- -"-----"- --"-----•---------•-•----------- --- ----.. >--a:}._._._..._._. .�ri;i ----- - --"'; - "...... ---•-•-•-•-•------------•-•--" -,iFl _._._._._._._._._._._.__ MM 0 -"---"-"-"-"---"-"- --"- -"--"--"-"-----"-"- "-"---------------"-- ---------•-•-----------•-•-•--------"----"-------- _._._._. _._...._. S'._ 1._._.>." _._._._. .�. . .i-._._._._._._._._._._._._._._._._._._._._._.-.-.-.-.-.-•-•--"-"-"-- - - - W - T - - - nL�At,,,,,,,,,,,,,nunuauun/llll///bauanaa� GIRRMH 1 W n/ L� 3 O ® y \ \ Uy STA: 0+00.00 I 1 U GIRRMH 4 �� 177' \\ \ W STA: 5+49.14 - \\ GI \\ GIR ~ d GR � d I d GIR I d V --4t90 I dR -V - - I� 3+Q� -b GIR GIR 2+ 2 1g0. W W �LL_I 154 GIRRMH 3 Z Lj- C)RMH 2 O STA: 1+70.50 `( GIR 6 �6 1 p, � \ STA: 0+86.42 C)OG�1 LLI L LI � O LINE A PROFILE W 6+00 5+00 4+00 3+00 2+00 1+00 0+00 LL- 2570 2570 C) VERTICAL SCALE W � 0 3' 6' SCALE 1" = 3' Z 2565 2565 FINISHED GROUND 2560 _ / \ _ - - - , - 2560 - ' - EXISTING GROUND - - - - o GIRR ® 1.50% � 84.43 I-F 2 z Q 376.60 LF 12" GIRR ® 0.15% 82.07 LF 12" GIRR @ 0.15% w C", o 4" PIRR CROSSING W oo Z�-, I �oz � oo � z Lu r7 r7 o w 30" GIRR MH 3 30" GIRR MH 2 w o n a_ 1+7 .50 0.0' RIM 2561.6t c~n (DD w �i 4" PIRR CROSSING RIM 561.7t � 0+86.42 0.0'L � a Q z m N o 0 2555 30" GIRR MH 4 2555 5+49.14 0.0' 30" GIRR MH 1 w Y o % RIM 2559.6f 12" 2556.99-SE 12" IN 2557.12-SE 0+00.00 0.0' W w C) ¢ CA o Z w 12" IN 2556.43-SE 12" OUT NO SUMP NO NO'SUMP OUT 2557.12-NW RIM 2562.2f o w 12" OUT 2556.43-W 15" IN 2560.00-SE �2 00 NO SUMP 12" OUT 2558.39-NW m o i 8" WATER MAIN THROUGH 16" STEEL SLEEVE NO SUMP z u 8" SEWER MAIN THROUGH Q w < w 0 U 0 LL- C) 16" STEEL SLEEVE 2550 8 2550 ��S\o NA L tic NOTES: 1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED ,T APPROV PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP a UNLESS OTHERWISE CALLED OUT. 04/1 1/25 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS IF C�ONSTRU I N OTHERWISE CALLED OUT. ROAD CROSSING TO BE 12" C-900. TgTE0F��P� 3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5' OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS. 2545 2545 SHEET 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 C6 . 1 Lf) 00 Lo N W N C'7 W E (7GRAVITY IRRIGATION KEYNOTES p 0 S CONNECT TO EXISTING WEIR STRUCTURE WITH 12" �SDR-35. INVERT CALCULATED AT 2559.80'. INSTALL 12" Z SDR-35 FLUSH WITH WEIR STRUCTURE AND GROUT O O AROUND PIPE UNTIL FLUSH WITH RIM OF WEIR [-- (/) STRUCTURE. CONTRACTOR TO FIELD VERIFY EXISTING WEIR STRUCTURE INVERT. CONTRACTOR TO CONTACT Q W 0 30' 60' 0 30' 60' ENGINEER OF RECORD FOR REDESIGN IF DISCREPANCIES OCCUR. Li Z SCALE 1" = 30' SCALE 1" = 30' CONTRACTOR TO CUT EXISTING BOX A MINIMUM OF 1.7FT J SUCH THAT THE BOX IS NO LONGER CROSSING THE O PROPERTY LINE, REPAIR BOX AND CONNECT NEW 12" O SDR-35 GRAVITY IRRIGATION PIPE. NEW 12" SDR-35 - INVERT CALCULATED AT 2559.21'. CONTRACTOR TO FIELD Q VERIFY NEW INVERT AT CONNECTION. CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN IF J � DISCREPANCIES OCCUR. J Q nSEE SHEET C6.3 FOR PI CROSSING NORTH PROFILE. U O CONNECT TO EXISTING 36" GRAVITY IRRIGATION BOX. V NEW 15" INVERT IN CALCULATED AT 2554.45'. REMOVE O z AND REPAIR EXISTING 15" INVERT IN NORTH. _ O CONTRACTOR TO FIELD VERIFY EXISTING INVERT. ^ CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR v eM REDESIGN IF DISCREPANCIES OCCUR. V m cn W. PINE AVE. W - _ w _ �_ - 5-W - - - w _ _ _ w _ _ _ _W REMOVE EXISTING 3'x3' GRAVITY IRRIGATION BOX AND 0 Q � W - - -,- - - - W - - - -- - - W _ _ _ _ U N P LATTE D O PIPES. SAW CUT EXISTING SIDEWALK AND REPAIR PER U� - - - - - - - - - - - - O _ _ Lam- W ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-709. LLI ADS PIPEu� b GIRRMH 6 O STA: 0+00.00 2.39 rsE0p1°"i J i1Dic wmGIRRMH 7 BOX 34 GIRRMH 5 ': --- STA: 0+14.94 STA: 1+50.39 w 0 STA: 8+21.58 GIRRMH 4LL �- -T+0 z LINE A STA: 5+49.14 U aie ��, -ii 00 0 3 ` I - 4 PI al9 i 211`J `\ 12 AD AD 12 AD Id N 1 W O Id+off - Id Id Id +c - �- 1 Q EXISITNG BOX 1 8+33.27 6+00 - Id Y BLOCK 1 W LINE B O I 0 N STA: 8+33.27 W 1 m W Q_ > O 19 c �'R = = o O ° (n N \ m 20 17 16 I� CD(-D D V 18 L LJ z CD cn 0 -� cl) x n V Lv LINE A PROFILE m L-LJ 8+33 8+00 7+00 6+00 5+40 2570 2570 L-L- O VERTICAL SCALE 0 3' 6' SCALE 1" = 3' LINE B PROFILE Q 0+00 1 +00 1 +52 2565 2565 2570 2570 Q VERTICAL SCALE 0 3' 6' EXISTING GROUND SCALE 1" = 3' / FINISHED GROUND 2560 / _ _ 41 2560 2565 2565 / - - - - - - - - - - - - - - - - - - - - - FINISHED GROUND 12.78 LF 12" GIRR @ 2.26% Y _ cli EXISTING GROUND o z Ir/ 9.69 F 12" GIRR ® 0.83% /� - _ - - - - - -� - - � � I I / LLJ 270. 2 LF 12" GIRR © 0.70% 'K' z cn � Z \ who a_ 2551 30" GIRR MH 4 2555 2560 GIRR ® 0. 3% 2560 C7 - N - M o 5+49.14 0.0' z < z m o LJ RIM 2559.6E 12" IN 2556.43-SE CD :2 w 0 w � ¢ cn o co w CD 30" GIRR MH 5 12" OUT 2556.43-W 30" GIRRMH 7T '�' 00 NO SUMP 48" GIRR BOX 3 V m o m 8+21.58 0.0 0+14.94 0.0' i RIM 2559.4E RIM 2562.7t 1+50.39 0.0' z Y o 12" IN 2554. 3-E 12" IN 2559.51-NW � v w 4 PIRR CROSSING RIM 2561.5t 12" OUT 255 .53-W 12" OUT 2559.51-S � = Q J � 12" IN 2559.21-N Q w w NO SUMP SUMP 2559.51 12" OUT 2559.53-S o v o o 12" OUT 2559.28-W 2550 2550 2555 30" GIRR MH 6 SUMP 2559.21 2555 36" GIRR EXISITNG BOX 1 0+00.00 0.0' C5 NA F� 8+33.27 0.0' NOTES: RIM 2562.7t NOTES: 1-1� G'i2 RIM 2559.4E 1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED 12" IN 2559.80-N 1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED O 12" IN 2554.45-E PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP 12" OUT 2559.80-SE PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP a J APPROV 12" OUT 2554.45-W UNLESS OTHERWISE CALLED OUT. NO SUMP UNLESS OTHERWISE CALLED OUT. 04/1 1/25 SUMP NO 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS IF C�ONSTRU I N OTHERWISE CALLED OUT. ROAD CROSSING TO BE 12" C-900. OTHERWISE CALLED OUT. ROAD CROSSING TO BE 12" C-900. T �TEOF\OPT 3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5' 3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5' OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS. OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS. 2545 2545 2550 2550 8+33 8+00 7+00 6+00 5+40 0+00 1 +00 1 +52 SHEET C6 .2 Lf) 00 Lo N C'7 E — IRRIGATION KEYNOTES p O S 00 z OINSTALL 4" PRESSURE IRRIGATION MAIN THROUGH 0 1 EXISTING 20 FT OF 3/8" THICK - 8" STEEL SLEEVE. cn 4" PRESSURE IRRIGATION MAIN MAY NEED TO BE 0 30' 60' 0 30' 60' O INSTALLED AT DEPTHS EXCEEDING 4' TO ALLOW w CLEARANCE FROM 12" GRAVITY IRRIGATION MAIN. z SCALE 1" = 30' SCALE 1" = 30' J O J Q CU O z (D 0 O � � U �M W. PINE AVE. — Li-1 ui O — — _ �W — — — W _ — — _ — — — — — — — — — — — — — — — — — — — — W — — _ _ — — — _ _ — — —u SEE SHEET C6.2 FOR LINE B � GRAVITY IRRIGATION PLAN & PROFILE 2 w 0 - - ---- I d - L_I_J SEE SHEET C6.2 FOR LINE A d GRAVITY IRRIGATION PLAN & PROFILE R L� / / -�-. c' 17 d d O 9.91 O (9 SEE SHEET C6.1 FOR LINE A ? \ oe \ GRAVITY IRRIGATION PLAN & PROFILE /d /d j $ 1 2 SEE SHEET C6.1 FOR LINE A \ \ I I BLOCK 1 ® I GRAVITY IRRIGATION PLAN & PROFILE PI CROSSING NORTH PROFILE PI CROSSING SOUTH PROFILE LLJ 1 +47 1 +00 0+00 VERTICAL SCALE 0+00 0+60 VERTICAL SCALE 2570 2570 0 3' 6 2570 2570 0 3' 6' C I� � O SCALE 1" = 3' SCALE 1" = 3' U U z 2565 2565 2565 2565 Q EXISTING GROUND EXISTING GROUND FINISHED GROUND FINISHED GROUND--, EXISTING 48" KENNEDY I LATER CROSSING 2560 _ — — 2560 2560 / 2560 EXISTING 48" KENNEDY IRR GRAVITY LATER CROSSING RRIGATION CROSSING 12" GRAVITY ` """ � o i IRRIGATION CROSSING Z s z w o W 2 W N M M 0 W I LLJ 0 N ~ 2555 i 2555 2555 2555 C� Q � " d� L o CDz 7 c� W(� w � 1 2 1 M L z �Y (- O CD w CD M O m m m o w o z z 1 = Q w 1 o U o u o 2550 2550 2550 2550 AS\o NA L S tic a ,T APPROV 04/11/25 IF C�ONSTRU� I N T�TEOF\OPT 2545 2545 2545 2545 1 +47 1 +00 0+00 0+00 0+60 SHEET C6 . 3