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HomeMy WebLinkAboutConstruction Drawings z 0 F_ 0 n o Q C �� _ 4 � z i? r,0 car DAYSPRING SUBDIVISION NO . o cnp ] Q a o_ a 0 M RIDIAN IDAHO 01 _j Q Z GENERAL CITY OF MERIDIAN ROADWAY ACHD f SHEET INDEX � z 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE O STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, SHEET NO. REF. NO. SHEET TITLE SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS STANDARDS WRITING BY THE DISTRICT., AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN 1 C1.1 COVER SHEET Z �M Q OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL 2 C2.1 EXISTING CONDITIONS & DEMOLITION PLAN W 0 M#1 - CONTROLLING STANDARDS OR SPECIFICATIONS. IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTOR'S CLAIM DE . c' FOR ADDITIONAL COMPENSATION. - - - - _ W USTICK RD 3 C3.1 OVERALL GRADING PLAN 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND -- _0 DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT DAYSPRING �� I 4 C3.2 GRADING DETAILS Z WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION BM#2 } ) O SERVICES AT 208-387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. SUBDIVISION NO. 4 ® p 5 C4.1 STREET PLAN AND PROFILE - N CORBIN AVE W � O COULD BE ROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE ®�� \ VILLA(AE m O 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, C SUBDIVISIFIEV �__ 6 C4.2 STREET PLAN AND PROFILE - ALLEY E (PUBLIC) p O MERIDIAN ON SITE AT ALL TIMES. GRADE RINGS, MANHOLE RINGS AND LIDS. Q a) N v 7 C4.3 STREET PLAN AND PROFILE - ALLEY G (PUBLIC) /�n N D 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO J J U, Z; THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING CONFERENCE PRIOR TO START OF WORK. . a o 8 C4.4 STREET PLAN AND PROFILE - N ANTRIM WAY AND W COLWALL ST STA. 10+00 TO STA. 14+00 v • 0 (, O 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE � N 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF m o 9 C4.5 STREET PLAN AND PROFILE - W COLWALL ST STA. 14+00 TO STA. 18+00 0 w a) CONTRACTOR BY THE OWNER. �a ) I IA Z � THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE C SUBDI N0. z o 10 C4.6 ROADWAY AND INTERSECTION DETAILS Z�E w C, NOTICE. CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER I S • Z >+ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. AND POSSIBLE TERMINATION. BDIVISIO C4.7 ROADWAY AND INTERSECTION DETAILS THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. N0. 2 J a)8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY / 2 C5.1 DRAINAGE DETAILS - VERTICAL SAND FILTER 4.1 _j 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. iRICIAS 0 SI - APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, 9• ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. ~ 1 SUBDIVISION ® � 13 C5.2 DRAINAGE DETAILS - VERTICAL SAND FILTERS 4.2 & 4.3 • M CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE / THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF o V' O SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 14 C53 DRAINAGE DETAILS - TEMPORARY BASINS 44 45 NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. . . & . Z 110 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BL REQUIRED IN HIGH GROUNDWATER 15 C6.1 OVERALL UTILITY PLAN ��- rx BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. B Y W PLACING OF ASPHALT PAVING. I BDIVISIO 16 C6.2 UTILITY PLAN AND PROFILE - N CORBIN AVE m Z 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH Z I 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY SECTION 306 OF THE CURRENT EDITION OF ISPWC. 7 C6.3 UTILITY PLAN AND PROFILE - ALLEY E (PUBLIC) THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO TU U IVI RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) NO. 2 - 18 C6.4 UTILITY PLAN AND PROFILE - ALLEY G (PUBLIC) W MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. a. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON DBURLINGAM 9 C6.5 UTILITY PLAN AND PROFILE - N ANTRIM WAY AND W COLWALL ST STA. 10+00 TO STA. 14+00 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY ROADWAY DETAIL SHEET. SUBDIVISION APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 55 A. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. N0. 2 20 C6.6 UTILITY PLAN AND PROFILE - W COLWALL ST STA. 14+00 TO STA. 18+00 = z URLINGAME Q 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN B. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. SUBDIVISION - 21 C7.1 PRESSURE IRRIGATION PLAN Ln m o ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY C. SIDEWALKS ACHD SUPPLEMENT TO ISPWC SD-709 IN 1 . , . DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM L W_LJ_LU 22 C&I STREET LIGHTING PLAN THE CITY ENGINEER. D. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. E. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD-604A. ® 23 C9.1 STREET SIGNAGE AND STRIPING PLAN WATER OF MERIDIAN) F. STANDARD CATCH MANHOLE, ISPWC SD-611. - 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE W CHERRY LN 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. VICINITY MAP SEWER & WATER DEVELOPER 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). SCALE: 1" - 1000' 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED CITY OF MERIDIAN TOLL SOUTHWEST LLC SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT z FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS 33 E BROADWAY AVE HANNAH SHURANCE 0 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET ABBREVIATIONS SURVEY CONTROL MERIDIAN, IDAHO 83642 3103 W. SHERYL DRIVE, SUITE 100 PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE PHONE: 208 887-2211 MERIDIAN, IDAHO 83642 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) ND SECTION 430.02 CB CATCH BASIN SS SANITARY SEWER HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS hshurance@tollbrothers.com OF THE WASTEWATER RULES (IDAPA 58.01.16). AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED CL CENTER LINE SDMH STORM DRAIN MANHOLE ADA COUNTY H.A.R.N. SURVEY) PHONE: (520) 870-4501 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT VERTICAL DATUM: NAD 88 WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE ADA COUNTY HIGHWAY DISTRICT TWENTY-FOUR EC EXISTING GROUND SSMH SANITARY SEWER MANHOLE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL (24) HOURS PRIOR TO POURING CONCRETE COLLARS. EG FINISH GRADE STA STATION B SURVEYOR ENGINEER SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. GB GRADE BREAK TVC TOP VERTICAL CURB ELEVATION =2535.29 N: 717845.7390 LAND SOLUTIONS ESE CONSULTANTS, INC. RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA J" REBAR & CAP E: 2434378.1180 CUNT HANSEN, P.L.S ANNA HIRNING, P.E. ( ) GWE GROUND WATER ELEVATION TRC TOP ROLLED CURB g� Q RULES (IDAPA 58.01.16) STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. 231 E. 5TH STREET, SUITE A 3103 W. SHERYL DRIVE, SUITE 100 IRR IRRIGATION VOL VOLUME ELEVATION =2536.52 N: 717738.5650 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 m 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE IDAHO STANDARDS FOR PUBLIC W WATER " REBAR & CAP E: 2435537.0730 chansen@landsolutions.biz ahirning@eseconsultants.com CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE swALEs). PAVEMENT REPAIR FROM UTILITY WORK (ACHD) ISPWC WORKS CONSTRUCTION WSE WATER SURFACE ELEVATION PHONE: (208) 288-2040 PHONE: (509) 850-4075 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING PC POINT OF CURVE MIN MINIMUM FAX: (208) 288-2557 CD WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR PCC POINT OF COMPOUND CURVE Q SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND MAX MAXIMUM THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD PIRR/PI PRESSURIZED IRRIGATION GI GRAVITY IRRIGATIONcl bj SEWER (CITY OF MERIDIAN) POLICY MANUAL. VG VALLEY GUTTER POWER IRRIGATION DISTRICTS > PT POINT OF TANGENCY o z 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE CD STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. SD STORM DRAIN IDAHO POWER CO. SETTLERS IRRIGATION DISTRICT 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE ARLIN SMITH 1910 NORTH GARDEN STREET w (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. LEGEND 10790 W FRANKLIN RD BOISE, IDAHO 83706 1 1 1 1 1 1 1 1 1 1 Of CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL CURB, GUTTER BOISE, IDAHO 83709 PHONE: (208) 344-2471 01 CD J 0 0 EXISTING SURVEY MONUMENTS ower.com 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A AND SIDEWALK asmith@idahopower.com SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY TRAVEL LANE. EXISTING BENCHMARK (208) 388-6399 NAMPA & MERIDIAN IRRIGATION DISTRICT FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)� 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED PRESSURE IRRIGATION PIPE 1503 1ST ST S, SECTION LINE 4"PI EXISTING 4" INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL NAMPA, IDAHO 83651 E 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION FACTOR. RIGHT-OF-WAY LINE 6"PI EXISTING 6" PRESSURE IRRIGATION PIPE PHONE: (208)466-7861 = 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16) 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CENTERLINE 8"PI EXISTING 8" PRESSURE IRRIGATION PIPE ROADWAYS O CONSTRUCTION BEGINS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE - - - EASEMENT LINE -2455- MAJOR EXISTING CONTOURS ADA COUNTY HIGHWAY DISTRICT O o Q WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 5800 MEEKER AVE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL STORM DRAIN (ACHD) FENCE - -2454- - MINOR EXISTING CONTOURS BOISE, IDAHO 83713 z o SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO - - EXISTING LOT LINE 2455 MAJOR PROPOSED CONTOURS PHONE: (208) 387-6100 RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58. .08) AND SECTION 430. 2455 o 01 02 OF THE WASTEWATER MINOR PROPOSED CONTOURS Z Z = RULES IDAPA 58.01.16). 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE O TRACT NO. � ( PROPERTY BOUNDARY D 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN O ® WATER VALVE > SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. FIRE HYDRANT - - LOT LINE PRESSURE IRRIGATION L1J (/) U 0 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION ROAD CENTERLINE DAYSPRING HOA L1J o 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. O WATER WELL cn - - RIGHT-OF-WAY 3103 W SHERYL DR = _ Q co ROADWAY (CITY OF MERIDIAN) 3. ALL SEWERS, SECTION 500,DPARIT 3,NES, AND SECTION 34aRM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC PDROP INLET OWER POLE 10' PUBLIC UTILITY EASEMENT MERIDIAN, IDAHO 83642 (n 0 PHONE: (208) 424-0020 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. BUILDING PAD m CD RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE C GUY WIRE ANCHOR S. 10TH AVE STREET NAME m ANY CONSTRUCTION. ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE I, SD-609 TYPE II OR 0 POWER METER 8"W W V 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES � 8" WATER MAIN . � cw STANDARD DRAWING N0. SD-604A TYPE IV, SD-609 TYPE I AREA LIGHT n ABOVE THE PIPE ZONE. -W W W W- WATER SERVICE LINE 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER 0 IZ � TRAFFIC SIGN U U__ AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 2. SINGLE WATER SERVICE PRESSURIZED IRRIGATION (CITY OF MERIDIAN) ❑o MAIL BOX 0 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG N0. SD-611. � DOUBLE WATER SERVICE - Z 0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN 0 IRRIGATION MANHOLE is FIRE HYDRANT z WHICH IT IS BEING CONSTRUCTED. SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, STANDARD DRAWING NO. SD-301. ❑T TELEPHONE JUNCTION BOX m N WATER VALVE Q 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND 0 UTILITY BOX j WATER BLOW OFF SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO SHALL BE INSTALLED WATER TIGHT. U STREET LIGHT Ld DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. ® WATER SAMPLING STATION w ©^ GAS MARKER > 8"ss 8" SANITARY SEWER MAIN c 0 z 0 0 SANITARY SEWER MANHOLE i SS SANITARY SEWER LINE W/ MANHOLE -S S S S- SANITARY SEWER SERVICE LINE 0 G SANITARY SEWER MANHOLE z -W DOMESTIC WATER LINE z , U__ o 4"PI 4" PRESSURE IRRIGATION PIPE U� T OVERHEAD TELEPHONE OR CABLE LINE •• •• e"PI 6" PRESSURE IRRIGATION PIPE DATE: SCALE: G GAS LINE •I 8"PI 8" PRESSURE IRRIGATION PIPE 06/04/26 AS NOTED Know what's below. tel_ orlP OVERHEAD POWER LINE 0 PRESSURE IRRIGATION SERVICE DESIGN: DRAWN: Call before you di o Y g IRR GRAVITY IRRIGATION LINE N PRESSURE IRRIGATION VALVE ALH JBS cc $44 1 1 oCALL 2 BUSINESS DAYS IN �. SUBSURFACE PIPE ® PRESSURE IRRIGATION AIR-VAC ADVANCE BEFORE YOU DIG, - - - - - - - - - - - - JOB NO.: FILE NAME: Q EDGE OF PAVEMENT ❑ PRESSURE IRRIGATION DRAIN 8066 O66-DS-S-COVER-PH04 GRADE, OR EXCAVATE FOR THE F EP EDGE OF GRAVEL ROAD FLOW DIRECTION REF. �'+EG REF VMARKING OF UNDERGROUND ■ EXISTING BOTTOM OF DITCH ywMEMBER UTILITIES � i LL NOES 1 OF 23 z 0 �� Cv�• c60 Z LLJ Q r7 \� _ O _ w o N P FEET J 40 0 20 40 80 ( U J 1 I Q Z GRAPHIC SCALE f 1 inch = 40 ft. Horizontal Z s 4 W �¢ ZoM0O I s— o / 1 1 DAYSPRING — —sISUBDIVISION NO. 1 yz .1s � 6 E� Z W 6"PI „Pi , . O— + s"SS 0ALLEY E (PUBLIC) 04 5 $„SS I • p � 0 a II I I w DoC2538� W BOWMILLS DR �2539 _' N, NOTESW ; N� > s"ss 1 >* s"ss > 8 ss > \ s 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. ZW 000NTRACTOR SHALL DETERMINE ACTUAL LOCATION, ELEVATION, AND SIZE OF ALL Z 1 17 % D o - �- 25�0 EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. P� 17 1 1 J t 9 — 4"P� 4 PI 4"PI 4"P� 4 PI — ."Pi— _ 4"PI P 4"Pi 00 ° ' 2. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING SURVEY MONUMENTS AND f1 N \ _ x -6"Pi I PROPERTY PINS. SURVEY MONUMENTS AND PINS THAT ARE DISTURBED OR 3 g 14 g 1 I I f / I 11 - - � ` ° / I DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED SURVEYOR. • r,, O 15 I III / 9 _ _ 15 16 18 5 12 I I I / II 3 15 16 18 I KEYNOTES Z FUTURE PHASE 7 I II I / N, O1 EXISTING ROADWAY IMPROVEMENTS PER DAYSPRING SUBDIVISION NO. 1 TO I II/ PROTECT IN PLACE. -- W 1 I� I I O2 EXISTING ROADWAY IMPROVEMENTS PER DAYSPRING SUBDIVISION NO. 2 TO ro I h PROTECT IN PLACE. I O3 EXISTING SEWER MAIN PER DAYSPRING SUBDIVISION NO. 1 TO PROTECT IN PLACE. a x LO s I I I EXISTING SEWER CLEAN-OUT TO BE REMOVED PER UTILITY PLAN SHEETS. o m 13 ® ® EXISTING SEWER MAIN PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN PLACE. D ro I EXISTING SEWER CLEAN-OUT TO BE REMOVED PER UTILITY PLAN SHEETS. O5 EXISTING WATER MAIN AND VALVES PER DAYSPRING SUBDIVISION NO. 1 TO PROTECT IN PLACE. EXISTING WATER MAIN AND VALVES PER DAYSPRING SUBDIVISION NO. 2 TO FL A I PROTECT IN PLACE. EXISTING STORM WATER FACILITY PER DAYSPRING SUBDIVISION NO. 1 TO PROTECT 8 \ IN PLACE. N ® EXISTING STORM WATER FACILITY PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT Zp IN PLACE. / DAYSPRING I 90 EXISTING PRESSURE IRRIGATION MAIN, VALVES, AND SERVICES PER DAYSPRING 0 / SUBDIVISION N0. 2 SUBDIVISION NO. 1 TO PROTECT IN PLACE. o NOT A 10 EXISTING PRESSURE IRRIGATION MAIN, VALVES, DRAIN, AND SERVICES PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN PLACE. A PART EXISTING STREET LIGHT TO PROTECT IN PLACE. I 12 EXISTING FIRE HYDRANT TO PROTECT IN PLACE. 10 /� 13 EXISTING GRASS-PAVE ACCESS ROAD TO PROTECT IN PLACE. N ♦ I 15 r J 14 EXISTING SIDEWALK TO PROTECT IN PLACE. w 6 III I I 18 A i 15 EXISTING BARRICADES TO BE REMOVED. Q I 8' 2 CD ' I I 15 ° I W COLWALL ST I 16 EXISTING GRAVEL ACCESS ROAD TO BE REMOVED. w o Q I I > 17 SAWCUT EXISTING ASPHALT PER STREET PLAN SHEETS. ALL ASPHALT CUTS SHALL - - - - - - - 16 ° 8"17 s BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. LO - - - - - - - - �- - r 4 II + 18 EXISTING WATER BLOW-OFF TO BE REMOVED PER UTILITY PLAN SHEETS. w 15 o - �♦ / I I ,` 2 N z N I 19 EXISTING FENCE TO BE REMOVED. N v, cr� NIA - - - - - -I - - - - I Q l o I I A 1 /ry I o / 0 D ® O Q c Q � I �� 3 z o — J Ix la A I Q J 0 O - - - - _ _ III I� � '^ o Q 0 Q co FUTURE PHASE I En -j II I� LL cn ~ � Z cn CD W V w � U W Q (V7 w 0 c? 0 z w CD z w En Q o DATE: SCALE: 06/04/26 1" = 40' DESIGN: DRAWN: 0 ALH JBS co JOB NO.: FILE NAME: Q 8066 066-DS-S-DEMO-PH04 0 i REF. C2■1 j w NO.: i SHEET 2 OF 231 z 0 F_ 0 n o �• o3 ply Ld C U- _ o c� r rn w 0 ��y SAP�� Q a 0 z FEET J 40 0 20 40 80 H ❑ Z GRAPHIC SCALE W f 1 inch = 40 ft. Horizontal Z IN Z co > \ W \ II I I I I I I I I I I I Q • I I I I I I I I I I I I w I I DAYSPRING m TO 1 I SUBDIVISION NO. 1 p Z - /25g0 I W + � + 04 2539 Lu o 0 ALL Y D �zs,� - p (PUBLIC) A \� D D --253$' N W BOWMILLS DR °' 04 � �e 90 0�0 1 i�11 a1 O1 061 1 �1 01 �1 1 W Z >, 540 �_ Q a)2 � \ J t I ❑ 253 2 ryl -- -- --- ,ti� sc-sc 254 RIM-2s 77__1 ❑ L 1 I d M 10 � 1 0 o � \ Z M III I RIM=2538L13 2 w 1 I I I I I I PAD EARTHWORK QUANTITIES Lu BLOCK 17 >,E 2539.9 1�1/� Q ❑ ,l, 21 ❑ o I 539.79 125�9 W I 1 I l I 1C ❑2 3 4 I I 5 6 EARTHWORK QUANTITIES ARE BASE ON NEAT LINE CUT/FILL Z 1 1 ❑ ❑ ❑ ❑ ❑� GG� 8C ❑9 0 2 13 4C I AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. PAD ❑ ❑ ❑ N ❑ ❑ _ 9 I CUT: 2,800 CY I I 2539.3 PAD I �I PAD I I PAD PAD PAD M I PAD PAD PAD PAD ❑ 1 FILL: 8,900 CY Z PAD J PAD I NET: 6,100 CY (FILL) W 2539.2 N 2538.9 2539.1 2539.3 2539.5 N 3 I 1 2540.2 2540.3 I I 2540.1 2540.0 2539.8 m 2540.1 RIM=2538.5I I I I v 2539.92 2�Oil I I I I I I I I , 2 I III I III I I - - � I W ti l ❑ ❑ Q � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ W _ I I ❑ I ❑ ❑ I ❑ ❑ I I � � I ® I I �' o\ I M M , a J I PAD I I m o M Q B 2540.0 M 2539.52 `y .ti l 1 ® KEYNOTES \ - - - A - M ALLEY G (PUBLIC) N N l l 2 D I 1 I O1 LIMITS OF GRADING. ❑ � `V AREA DRAIN PER DETAIL, THIS w co 6 z 2540 A -i PAD / / SHEET. RIM ELEVATION PER PLAN. I m � M N N �s� I 2539.5 ❑ 11 M M Mom") Oi pj Oi �O ,� I,O� Q N N N M M I 2539.03 l,�c�'S9• I I O3 6" DEEP SWALE PER TYPICAL U N N N N N N N -FUTURE FL:�B iV7 I � ❑ I PAD BLOCK08 Z I I ¢ z III I I � I II `n 1 3 82 LF I I I I I L 2539.5 \ � � 0 I A T R 4A 75 LF 3 c 2538.78 - - 5959� cn BLOCK 16 N O T A N 1C ❑ ❑3 ® ❑5 6 7❑ 9 I I I I I I � ❑ ❑ ❑ I Z w❑ 10 11 13 14C N I PAD PART o 12 PAD PAD I I PAD PAD I I PAD PAD I 8C I �s�� I PAD PAD I I PAD PAD PAD 25lssoL 2539.9 y99s1 n NDS 1050, OR SIMILAR FINISH ATE 2538.7 2538.9 2539.1 2539.3 2539.5 2539.7 I �s 2540.0 2540.3 2540.1 2540.0 2539.9 2540 �tiy / \ N GRADE III II I I I I I I h I I 1 -I u 2 RIM-2537.56 %N11N 1°J,MIN Q RIM-2537.13 2 I I I I I PAD 1 -- 41 253 I I 1 253887I 2540.1 al / 8" ADS SOLID PIPE m rn 2538 _ 253 2539.08 M M ® o WRAP TOP AND SIDES OF ROCK o000 } 003C _ WITH NON-WOVEN FILTER FABRIC 'a O O N N N N l�J-�9091 >000 C ? goo Q W COLWALL ST A ti5 �9 I I 8" ADS PERFORATED o00 DAYSPRING I PIPE z " _ < _ - - 253, - SUBDIVISION NO. 2 o00 0 CD 1 �i l l --�- ""- D ltiyS9a91 I 3/" CRUSHED ROCK CHIPS_Z o00 1 -- -------- ® ---- - 5�- 1 � >- 1 53a ® = j - + OR 2' WASHED DRAIN ROCK w Of Qo - ¢ ------ �- -- --- -----------_ ___ BLOCK 09 I L __ _ _ EXTEND TO III J � / 29C I FREE DRAINING N z ¢ yye9�� 1 MATERIAL \ o 2537 I I 1 I I c- ---- ❑ I lo�- IIII j co 2537 53 _ I � I f•�2 l oAR A DRAIN DETAIL z ° TEMPORARY STORM TEMPORARY STORM I a II D ® N.T.S. Z O Q Q DRAIN BASIN 4.4 DRAIN BASIN 4.5 I I J I <� I Q Z �- - - - - o Z o I I � n 0 0 o U- -'� I I I I V //1 Q - V III o o Q �so FUTURE PHASE I IIr ?S¢o\ , Q m CD \ _j 0 m w I I II I I I I J Q Q j � Z CD Ld O V 0 w Q C/D w CD 0 0 z w z o DATE: SCALE: 06/04/26 1" = 40' DESIGN: DRAWN: V ALH JBS 0 JOB NO.: I NAME: Q 8066 ]ILE 066-DS-S-GRAD-PH04 0 i n REF. 3 w NO.: NOES 3 OF 23 z 0 U d Ld 0 b r v � � �� � w 0) Q P ( (uJ f )V) H W L� f Z Q z Z 00 W 0 • c m z Z � 0 W 7 N O 0 • 0 (n O • W i N N Z � . H Z W 0 O Z i Q � J t a � 3 t9 0 Z ri W W Jvl C� I I W = z Q � � a m o 2.0' ROW 6.0' 5.0' 10.0' BUILDING PAD 20.0' ROW AV LANDSCAPE BUFFER FINISH GRADE Zp 3:1 MAX 100y 2.00% _y ALLEY STREET 2.00% 1.75% W 0 TYPICAL GRADING SECTION A-A NTS cn U Z W U Q N W � Q O O W Q0 N BUILDING PAD 3.0' 1.0' 1 1.0' E I FINISH GRADE BUILDING BUILDING PAD _ PAD 0 Q 0 2:1 MAX 2:1 MAX TYPICAL GRADING SECTION 6-6 J z 0 0 NTS _ U Q U Q W > o — Q 0 CD m _ z 0 m w V _ En 2.0' S.0' 2.0' Q cn Z z 0 cn o 0 CD FINISH GRADE FINISH GRADE a Q V z U 0 3:1 MAX W w 3:1 MAX 5' WIDE CONCRETE SIDEWALK PER j ISPWC SD-709 (ACHD SUPPLEMENT). CD z TYPICAL GRADING SECTION C-C cn NTS Q o DATE: SCALE: 06/04/26 AS NOTED DESIGN: DRAWN: 0 ALH JBS co = JOB NO.: FILE NAME: Q 8066 066-DS-S-GRAD-PH04 0 i u REF.NO.: C 3.2 _j w NOES 4 OF 2 3 Z O F U a m z ALLEY C PUBLIC m J?�k, r- Z DAYSPRING w LL Z W co p CD r SUBDIVISION NO. 1 :Za 0 v rn w ALLEY D j 0 "y S (PUBLIC) - W BOWMILLS DR P� w Q Q � z O O m Z C, U U FUTURE z C4.3 m DAYSPRING PHASE 041 ALLEY G PUBLIC SUBDIVISION I /� J C4.2 NO. 2 I I (�J f)V► w j Z a � W I u f Z W COLWALL ST C4.5 C4.5 I PC ART SEE SHEET C4.3 SEE SHEET C4.4 C4.4 Q Z 00- - - - :5 _^ W 0 C4.4 C4.2 BLOCK 17 — — — — Q Q c of _ C� Z am I v FUTURE o I } O — — — — m 1C Ov PHASE z Cj ;LL1 O O CD a FUTURE � p o 1538.34 PC 10 538.29 PT 2537. 8 PC PHASE \Rv/n N +' 04 }Na0 UU I �/ U a z^ >Z C 2538.314 VC 2538.29 VC 2537.48 VC a aW �� 0 U r 7 3 4 U �� ,2 ® SHEET INDEX . o °° �X o > � > 2I W a > o > o > a > x O o��o Mw oo a' o N �O`r`Td JI n rrni oN fn U z� N� + aMd doh xs 2 Q o N N "� ^ >S `js 04 N.T.S. ' W , I W Q uM"i + S + N ` r 00 N C V' i 1 R20. Z WO OD Z i • SDCB 4.1C I J — M„8 I M 8 N 8 M 8 M„8 - 6 — 8 „8 —►t n a N 10 00 12 I CD 0 11+00 �` +,OO 5 13 00 A 13+50 DAYSPRING — — — — — I a I SUBDIVISION N 0. U STA 11+50.70 N CORBIN AVE= I I Z 0 IaI N CORBIN AVE STA 10+29.50 ALLEY G(PUBLIC) OSDCB 4.1D II I 1I STA 12+99.70 N CORBIN AVE _ STA 10+64.49 W COLWALL ST G W r Lu U CD U C U U 5 0D z 3 G o > o > O o > o > o > o >—o > ^�JV Id„9 o r�i Id„9 >X O ; O ;t + O M X Z m W N 10+27.999.PT ]� 2537.98 VC u� = Z oe �00 CD LO L —1 Q \ Q FUTURE m EP PHASE O fn O KEYNOTES PLAN VIEW: N CORBIN AVE 10 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. SCALE: 1" = JO' 2O SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. Zp FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET EC4.6. 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). ® 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). o 5O 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). © 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). 2545 - 2545 D STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.1. m cn II U } m II Z 00 u a > CD (0M Z (� Q J ON co co ON 0 Q CD m Z O N N N r CD CO —i CAJ Q II ' NM 06 00 O \ WO O O O '" �[7 M N 1)Ufl X 0i I— O N OLO O Q c, a II II II II II o o , z3�jww + LO N + N � N o II M � � �� nw � � N NQw S II F- CD ww5 >Q -i ± + > II 01 co w w m aa LLJ aw ++ FLu �2540 (n W J N W o N N PROPOSED GRADE N W a s Cn w a N a a 0.50%— — — -� 0.50% LO.50% ROAD Q0 — — T 1.00% 7.00% J 1 ]5% 0.19% EXISTING GROUND AT ROAD \ — — _ — — — 0.50% _ — — — — 1�570 E PER DAYSPRING SUBDIVISION \ _ _ _ _ _ _ — _ — — — — — — — — — — — — — — 2.00q NO. 1 IMPROVEMENT PLANS 0 EX. 4" PIRR _ CROSSING EXISTING GROUND O Q AT ROAD W Z 2535 - 2535 ILL- 12" C-900 o STORM DRAIN 6" PIRR O Z Z CROSSING CROSSING cr_ O U T j V U Q > o Z — Q o Q Z_ Q o 2530 2530 z Z m cc � O V) w � U � Z (7 FEET W un I 30 0 15 30 60 CD Z I GRAPHIC SCALE F- 0 2525 - 2525 1 inch = 30 ft. Horizontal FEET W L r- N N N N 3 0 1.5 3 6 Q (n W 0 r-� N O LA (0 00 00 1Q C pipppp M M � M M M M z N N cw N N N N N GRAPHIC SCALE CD z 1 inch = 3 ft. Vertical 10+00 11+00 12+00 13+00 13+50 Q o DATE: SCALE: PROFILE VIEW: N CORBIN AVE 06/04/26 jt AS NOTED DESIGN: DRAWN: O HORIZONTAL SCALE: 1" = 30' i VERTICAL SCALE: 1" = 3' ALH JBS 0 = JOB NO.: FILE NAME: Q 8066 8066-DS-S-PROF-PH04 0 i REF. C4. w (NO.: i NOES 5 OF 231 Z O F U 02. a m z C�\ ALLEY C PUBLIC m J?�k, r- Z DAYSPRING w LL Z W co O CD r SUBDIVISION NO. 1 :Za 0 v rn w Q- c� ALLEY D I 0 "y S Q (PUBLIC) W BOWMILLS DR P� a � z O m Z w O U U FUTURE z i � � C4.3 m DAYSPRING _ SEE SHEET C4.5 PHASE C4.1 ALLEY G PUBLIC SUBDIVISION \ = I I I I I I T T w C4.2 NO. 2 1 1 s J Z BLOCK 08 I 3 A I BLOCK 09 ¢ ui 100 \ 10 El El ❑7 El �5 ❑4 3C 29C FUTURE Z _ V. PHASE W COLWALL ST C4,5 O. PART ao _ 1 C. - I I STA 13+01.88 ALLEY E(PUBLIC) _ �'44 Q Z 00 I I I J ST 1 +8599 COLWALL ST �} r J r W 0 C4.4 w °° Q a A I z I I STA 11+52.88 ALLEY E (PUBLIC) = I I = Q C4.2 � � m STA 15+51.00 ALLEY G(PUBLIC) i6+15.99 PC 16+15.99 PT z Q • 1 m w 2539.04 VC 2539.04 VC z r ao c) Q m o I cN/i 1 d' ¢o¢z ZWW"+� .Zx= -MOn OMN, OO� MMN MMp� NMN 3 M NMN MO� M0MN (mI��.J' MMN MNO aN0 (ON.•J <MN0 MM OMN mMO cO�M�_' 0(O_ c>MN� t 5 )('�cj1�I 0 JG UOMM_ U>rnMN rnnMj [] ¢3OQ Z µa (NO N d W C, O_ r I ZU CC m U -°0 rn - + M °+ n o - + ocm - u - mc -o - o + ; d ; oo '0 FUTURE ;0. � 2- O M CCy ' PHASE W N c O CD Ld I I M„8 1 $ M w M.8 M„8 M 8 M„8 I I - � W,w 11+00 ALLEY E (PUBLICS 00 - 5 13+ 0 4 o ALLEY H 14+00 10 00 �V N � - DAYSPRING 2 U 1 0 �V) 6 0_ 4 ^5 W D o (PUBLIC) I SHEET INDEX • 0 �; o O SS 8 b w-< SS„8 <-p 8 < SS„8 < (n 0 u (V SUBDIVISION N0. 1 I �� 6 N.T.S. Z LO ¢W O X 3 14C °� � aP15+21.00 a � 3 14C w a � R2� R20, a � 0 3? Z a0 >_ - Z C0 ! U) a0 O n O . M a M - _I_ co O, M O �W�� N • � Z O K O cV ',7 CV O O O �[) op (O > U N o: o 6.Id„7-N ao 00 o w Id„b �n wcd co-m ad M o W g O �:Q- + N _+ + -N �- -N -N LLM]-N �[M] - + I+ml + M 0 d+ M /JA m- c. N N N N N N N M N W CV IiPT h 5+21.00 PC 15+55.99 PT 15+55.99 PC A 2539.52 RC U 2539.52 RC 2538.26 _ 2538.26 VC • NBLOCK 17 I m I BLOCK 16 5 V' _O 3 FUTURE Z rn + 3 00 n n n o 00 PHASE PHASE u w w m , I W Mug 3 I - - - - - - - - Z R A t9 ALLEY 6 (PUBLIC) A Z 12 12 0 W L L Z A aIO + on SEE SHEET C4.3 SEE SHEET C4.4 Q � Q Of 0 PLAN VIEW: ALLEY E (PUBLIC) KEYNOTES SCALE: 1" = 30' 1O MATCH EXISTING CURB AND GUTTER. O SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.6. SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. O 2' WIDE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT). ® 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. O 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE p WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). w 2550 - 2550 © 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). C) w 0 HIGH POIN STA = 11+00.00 HIGH POINT ELEV = 2539.73 J PVI S A = 11+06.09 Q PVI E EV = 2539.77 A.D = -2.02% m = 12.40 5.00' VC II u } U U U w 2545 0) � � m m 2545 Q MM d wCIJ QN + Nz OCO co + N + � W CJ W MN cl _ cp Lo W Z O N II N J J Ol O 00 00 W 0�0 CO00 Qw II II X II II w w M � � r7 � r7 � _ ors 00 00 � � co00 Ln II W Q W H W W N �"� 00 LO 00 LO + N LO N LO M F- J O� W Q > Q > Q Q a0 rO i.,� r� Q c0 r� O i"') P-) + N Q W 00 CD O C'�'(n W� U U W O0 O I I + N N N N N �_ M II M N M N Q��2 I I I I 5 > > w- - > II II � � z w »¢ > > `n `n > II II II o > II II w II > w w W m wwm w w w + + w II II II + QW II II o� II < LLJ N ¢ ¢ w aw (nw (nw ¢ W (nw cnw >Nw v~iw w EXISTING GROUND w w �'Ll w w o~ J mw 5; 5; oN c~n c~n a AT ROAD c~n a o a- - w w > m > 5 > 5 > 5 Z�> > wawa dada w-w w 2540 1.00% 0.52% 1.507 - - - -o - " - - - 1.50t. - - - - - - - - - - - o 2.00q I 1.00% EXISTING GROUND AT ROAD C) PER DAYSPRING SUBDIVISION Q NO. 1 IMPROVEMENT PLANS O Q PROPOSED GRADE EX. 4" PIRR AT ROAD L_IJ Z CROSSING J O p ZCD z 2535 =- 2535 U 0 U I J (n o m > o u I Q 0 Q co Z L,J m m cc CD z Q w v 2530 =- 2530 Q I 0 LJ Q Z u' z LLJ i E zI FEET a- ~ Q 30 0 15 30 60 � //) w GRAPHIC SCALE Q � CD 2525 =- 2525 1 inch = 30 ft. Horizontal 0 z w FEET = o r7 a) o N 3 0 1.5 3 6 z po n � 'n (n Cq � N N N N N N N GRAPHIC SCALE DATE: SCALE: 1 inch = 3 ft. Vertical 06/04/26 AS NOTED co 10+00 11+00 12+00 13+00 14+00 DESIGN: --)(DRAWN: co CD ALH j JBS cc PROFILE VIEW: ALLEY E (PUBLIC) JOB NO.: FILE NAME: o HORIZONTAL SCALE: 1" = 30' 8066 8066-DS-S-PROF-PH04 VERTICAL SCALE: 1" = 3' u REF. C/� w NO.: �+'T.2 _j i NOES 6 OF 23 Z O F U Q cm o O6 ALLEY C PUBLIC z a U �O ❑ p- S w DAYSPRING a w Z W O CD r SUBDIVISION NO. 1 Z < iP J rn P vCD w ALLEY D I (PUBLIC) W BOWMILLS DR ¢ � z O m Z 0c CD U U FUTURE z C4.3 m DAYSPRING PHASE C4.1 ALLEY G PUBLIC SUBDIVISION I /� J W C4.2 NO. 2 I I (�J/)V► r Z SEE SHEET C4.1 SEE ST T C4.2 - - - W COLWALL ST C4.5 C4.5 I O R A ❑ 0 FL I 5: M N .4 o m C4 =U a ZCo BLOCK 17 4C ❑g C4.4 Q C42 Q W 1C ❑ �3 ❑4 ❑5 ❑6 ❑7 8C ❑9 10 12 13 o z CDCD t0 + I I I I I I I I I I I I I A ++ _ _ _ N I Z I I I I I I I \ I I I I r I I FUTURE o ❑ 11+20.70 PT \\\ A 7 11+22.88 Pc (\f PHASE z I W • O FL - ` w 2539.72 RC ❑ > O O 16 2538.29 VC \\ cn ® O O c� - o - o c> m c> o c> o c� o c> o c� o c� o c� \ o c� o c� m c o c� o c� � ¢ o c� � c� 00 00 vQ o_ o n c� � �n � �n � �n � �n � �n � �n � o � o � co � o � o � � w o � o_ � � Ld a fp - O N0 !2 nl f0 Cl �[] 00 ,GO M^ O M fMD _� W O N co o 1 aw0 0 O O O N O a�0 00 _O kh `1`1' t0 00 O I� O O o0 ± M � w OD N N Cn N Oi M 0i i.r}j O O O _ OZ7, STA 10+29.50 ALLEY G PUBLIC = 5 + � ^ � M + � ^ � � � � � � � � � � � � O � � � � � � � Y� (PUBLIC) N N N N N N N N N N N N N N + N STA 11+50.70 N CORBIN AVE R2o N N 1 9A 20' _ _ _ SHEET INDEX • 0 �; o rl N.T.S. Lu > N Z � ._ 10400 s"w 2 s �1+00 s"w s"w 12+00 a w s w s1 +00 8 s"w s"w 14+00 w z B w 15+00 Iw 16+00 - w FUTURE - I- - - - o I ALLEY G (PUBLIC)- - - I- - �w Q m_ - ❑7 Z IL �L I Z >, PHASE D 3 S > 8"ss > 8"ss > 8"ss 2- 8"ss S 8"ss > 8"ss > -> 8"ss p 88 w a"ss > 8"ss sSTAALLEY _ • Q a) t w 4 I 4 STA 11+52.88 ALLEY E(PUBLIC) d V) I Z u u u u u CD u C-) C-) OLI 0 o 0 0 0 0 0 0 o O O O O o 0 0 o I I M O O O M O N O ?!�� 7- - O r O n O o- -- - -- - O o0 O o0 O O� O t0 O I� o N O LA O O O N m Nam^ O O M-� M- o n -r.j M- _p Lq- 11p a0 Qi O-p O o _ -ui o0- _ _ -06 c� - O t0 a0 + ao O , O I� OD o I� Q7 O Q7 ") m o0 O O O N m o0 m N Oi pp Z M O } M } M } M } M + } M } r7 } r7 } M } M + M + a } } } M } + M + M BLOCK OU O O N N N M M M d d d N� U +80.70 PC 11+82.88 PT 00 ❑6 Z 2537.74 VC g 6 Q 2538.87 RC W CD 5 I I I I I I I BLOCK 1s I I I I o w I I ❑ Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ W 1C 2 3 4 5 6 7 8C 9 10 11 12 13 � 14C J m v L � ow = z ❑ a : - - - m o _ I JDC SICB a1c I I I I I I I I I I I I KEYNOTES SEE SHEET C4.1 SEE SHEET C4.2 ❑ 2' WIDE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT). PLAN VIEW: ALLEY G (PUBLIC) 2O 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. SCALE: 1" = 30' O 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.6 & C4.7. ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). O STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.1. o © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, 0- 2550 2550 SHEET C5.2. Of U (n HIGH POINT STA = 14+00.00 7❑ EXISTING STORMWATER FACILITY PER DAYSPRING SUBDIVISION NO. 1. o HIGH POINT ELE = 2539.88 PVI STA = 3+97.57 ® 5'X2' TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). PVI ELEV = 2539.94 A.D. = 1.12% 9❑ 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). K = 4 .77 50.00' VC Q N N II m + M + M J U 2545 II "' � -4- 9 2545 w UCD II II II J C) ro O U, ^ O "� Q O_¢ co Lq W CLLJ ~j7 W O� rpj OM rpj W �_ O) c6 r.�j p0 pp uC Z U + N + N -1 + N �'`� O �"� LJ O 00 p p p r p m O_ 0- ¢ i j N + N + N O ¢ o r7 Ij 00 o ap w O °� o o II II O II o U-) wU r- 00 00 N II II o II II CD + 04+ M L, J o r7 0 o C) > > II > II II o C)NII CDII II ¢oZ^+ N4O II O II aaw LCcn Nw LD OI CD CD ro + + LLJ w+ Co0I I uaj Co0I I u0j 0_ 0_>¢ o LJ + +¢ N co w F- LLJ -i PROPOSED GRADE 0 CD w ¢ w ¢ w C\j25 � � � 5; 5; 5; Nw Nw � ,Jw, AT ROAD > - - - - 2540 a mam 0.50% 1.15% 0.00% Q0 2.Oo9%20% 0.61% .0 - - - - � - - - - - - - - E 1.757, U \ _ 1.75q, 2.007 2.0Oq - - - - Q - - - - - - - - \� w z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4" PIRR CROSSING �� J o EXISTING GROUND AT ROAD Z Z 2535 - 2535 � �� 0 � U U U Q 0 o � > Q o Q p z CD m CD N03 2530 - 2530 J w Q Z u' z W ElfZ FEET z � �1 30 0 15 30 60 Cn LL o U GRAPHIC SCALE Q 1 inch = 30 ft. Horizontal CD 2525 2525 0 zFEET w CD N Ln N ao n � M o 0 3 0 1.5 3 6 z rn N 00 00 r- o M "q: 00 a0 d LO co co 0D co 00 Oi I- O! 00 O! Oi r7 r7 r7 M "� rn r7 IM r0 rn M M 4 � 9 L � N N N N N N N N N N N N N N GRAPHIC SCALE _ 1 inch = 3 ft. Vertical DATE: SCALE: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 06/04/26 J1 AS NOTED DESIGN: DRAWN: CD ALH j JBS cc PROFILE VIEW: ALLEY G (PUBLIC) JOB NO.: JFILE NAME: Q HORIZONTAL SCALE: 1" = 30' 8066066-DS-S-PROF-PH04 0 i VERTICAL SCALE: 1" = 3' n REF. C/� • w NO.: V 4 i SHEET 7 OF 23 z 0 a a ALLEY C PUBLIC m J 4: M O S L DAYSPRING >_ Z U. O SUBDIVISION NO. 1 z a '�� w 0 Q ALLEY D ' J'vyO S� ��Q Q (PUBLIC) W W BOWMILLS DR P Q z m a O U FUTURE Z C4.3 m DAYSPRING PHASE 04.1 ALLEY G PUBLIC SUBDIVISION n Q W C4.2 NO. 2 I�(JJf�)/► } H w Z a W f Z W COLWALL ST C4.5 O 04.5 PART C4.4 Q Z 00 �} wm a W 0 04.4 Q C4.2 Q SEE SHEET THIS SHEET _ SEE SHEET C4.1 z + FUTURE o } O '2 t o , a I a I BLOCK 16 I PHASE z ; S O N IN O z ! I 1C ❑2 ❑3 4] ❑5 ❑6 ❑7 8C \ 1 0 2 I nnnn N D L' a 00 ' Z 7 SHEET INDEX vU o ob 0 . o 2 9 FUTURE o STA 10+50 00 N ANTRIM LLWAY I I '� \ I N.T.S. a) N. N Z U 'i ~ BLOCK 16 I I I 2537.91 VC - PHASE 12+63.20 PC 4 �E 12+63.20 PT 6 ® I Z W 0 A 12+I53.50 PT ��1 2537.46 VC 2537.46 J o c� 1 2 Z 5 I \� �o - r lin o c> r�n o c� c� c= Sn > rn a > u � 3� ') ¢�o > a >" 12 � � GO� a > N rn > m > m > rn > rn > w > rn > o > n > rn > o > V U U U U O U O U O U N U O� U O U M Q M _S� �T - - .�. .�J rn �. o rn m» v v r� a a� Q N o z o rn w 2 XIS "�� �' + a o v n o rn o 7777 0,1 JG.uoi o n o o ^ o>0 0D N n���j 6G, / - - - 6�1=1 x'� 5 0 M "PI N N -N PI M ^6•'PI M ^ M ^ M ^ M ^ ^ J rt^ ,M N�0 c�V O N O N LC B '���y�� } N N N N N N N N N® N c�V 1 M M M M M M M M- 1 ��� O NJ W W O O I ` / 00 o I S W 8 W � � A 3 p 001 4 0 �� 11+ 0 12+00 13+00 ®SDCB 4.2 14 (J IW M 10+0o N ANTRIM WAY I o 11+50 - o sDc6 4.,AO 5 W COLWALL ST 4- o o w W W I - K; 10 I �, W 3 o s p W-8"ss I I s a»ss 8"ss e"ss s ' 8"ss Z (q Z_ EEL: 4 p I I SDCB 4.16 O ��O Q P�� ®SDCB 4.3 = w STA 10+50.00 N ANTRIM WAY= ° o _ w n n n STA 12+17.00 W COLWALL ST I a + �� tt 4 g 4 -4 Pill mm ' u W N � Ol 1, FUTURE r� I� �'�X ° Q ~ a c� c�-3 z c� ¢ o > o > o > o > o > Z s`��AO�9 0 > o > o >-N > ®o >_ N I a > o��a�o � PHASE >oM a � Q �A ��� � o � OM o Lf! 00 u"1 M O +y-�u] O O OD Lo ri O ri ri a00 ri� L O � � n n n J - - M �'OM N". O } M + M } M + M } M Z C + M 4 PI + M-4 PI 4'P+ M } M } M 1 Q p+p M } M d} M W�� N � N � N � N � N - - - 10+86.50 PC N N � N � N � (�V � N � Q z o 10+86.50 PT A N N W N 4"PI 1 2 4"PI 4'PI - '�[ - 2537.58 VC 1 2 I m 0 2537.58 VC Q 2 2537.91 VC�� `--� o U 11+80.50 PC -+ STA 10+64.49 W COLWALL ST KEYNOTES 9 STA 12+99.70 N CORBIN AVE / o 1 FUTURE I FUTURE 0 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). t 2 PHASE PHASE I 20 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). A LI 30 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. T EEEEITL .Ll .1- I - 9 9 ® 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). SEE SHEET THIS SHEET Z PLAN VIEW: W COLWALL ST 5O 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD STA. 10+00 TO STA. 14+00 SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH PLAN VIEW: N ANTRIM WAY SCALE: 1" = JO' SHALL BE 6» THICK. SCALE: 1" = 30' © TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES, INC. (OR APPROVED EQUAL) FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET I & C4.7. WITH BRICK PAVER BORDER PER DETAIL, SHEET C4.6. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. 7O STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, Q SHEET C5.1. ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, m LOW POINT STA = 11+02.50 SHEET C5.2. 2545 - II 2545 2545 - 2545 LOW POIN ELEV = 2537.36 z v PVI S A = 11+06.00 II O9 TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C5.3. Q II PVI E EV = 2537.30 \O=NN 0(anII II o oaa NII c0 � M A. . 1.25% n ^ ± NJ oQ N ^ N TEMPORARY STORM DRAIN EASEMENT. o oNoofJ K = 28.00 Ln w o rn� CD+ ' + � fl o 5.00VC J C' + \ M � c0 az C'j ' In CD + 0 000 CD Lo Ln CD o CDo � CD +O O r-i rM + N N 00 �� N O( O Lrj + O � O + N LO >O Q W -cc W > +� W 7 �Zcfl u COCOW O > N I N 1po W L cow O + > 6 1O LOW }� + m +( o + I 0- 75; W Id O II I > W LJ W W QW O o 2540 N W > 2540 25411 > + + 2540 �O s � J Q v) WJ ' w � PROPOSED GRADE ��a Cuj ICY_ a a 0- cn Ls > o cn w cn cn a a c� �, a a AT ROAD w a a 1.75q, 1.50� 0.50% - - -0.550% + O 1.75q 200% 2.00q, - - - - - - - 0.95% - .0.50% - - - - - - - - -0.75% - - - - _ L - - - - 1.00%- 1.00% oo- - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - 0.50% Q Q EXISTING GROUND PROPOSED GRADE O Li EXISTING GROUND J z � AT ROAD AT ROAD 10 AT ROAD ++ 0 2535 2535 2535 - 0 Q Z Z "'i EX. 4" PIRR 12" C-900 z � O O EX. 4" PIRR �� CROSSING STORM DRAIN CA W Q - O o CROSSING CROSSING W LU + V) Z 0 > ch J W Z Q _ Q o � Q co Q C� 2530 2530 2530 - 2530 F V w En z Q O cn J WZQ FEETcn z 30 0 15 30 60 Q J GRAPHIC SCALE �U w LLI2525 2525 2525 - 2525 1 inch = 30 ft. Horizontal Q CD FEET Q _ 3 0 1.5 3 6 W I^ n �n pppp LI) � N / M i l cD CR c0 00 O N M u� 00 LA M 00 n r n n n Ln l n Ln L �"' In 1[') «7 Il') «7 LL') 2 � LA L(7 Ll') � L1') LCJ In N N cV CV N N N N C'4 N N N N cN cal cV GRAPHIC SCALE En I 1 inch = 3 ft. Vertical DATE: SCALE: 10+00 11+00 11+50 10+00 11+00 12+00 13+00 14+00 06/04/26 jt AS NOTED oDESIGN: DRAWN: ccPROFILE VIEW: W COLWALL ST ALH ,JBS PROFILE VIEW: N ANTRIM WAY STA. 10+00 TO STA. 14+00 JOB NO.: FILE NAME: Q HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' 8066 8066-DS-S-PROF-PH04 O j VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' REF. C4.4 w (NO.: / NOES 8 OF 231 Z O F U a m z ALLEY C PUBLIC m J?�k, r- Z DAYSPRING w LL Z W co r SUBDIVISION NO. 1 Z a 0 v �� '� 0) w '�P Q- c� ALLEY D I 0 "y S Q (PUBLIC) W BOWMILLS DR P� a � z O m Z CD CDU U FUTURE Z � i � C4.3 m DAYSPRING PHASE 04.1 ALLEY G PUBLIC SUBDIVISION W C4.2 NO. 2 1 (�J f)V► W j Z a � W u f Z W COLWALL ST NOT A C4.5 PART a 04.4 � a Z 00 W 0 C4.4 Q - C4 2 m < Q • c SEE SHEET C4.2 z Z 1 T I I I 1 1 I [� Z m J ❑5 A I FUTURE o 1 } 0 m PHASE z W N BLOCK 16 w _ _ _ _ I DAYSPRING a o 4 I 0 12 13 14c Ld I SUBDIVISION NO. 2 N Nq Q i SHEET INDEXob I I I I I I BLOCK 08 I • U c. O N I l i tEl A I N.T.S. Z > T 12+65.38 PC 12+65.38 PT T—T—OV / Z W C) o c� rn c� —rn c� o, c� rn c� m c�r c�"2538.79 VC ¢> rn > rn > m > rn > co >a > 2538.87VC 0- o > 3 ��m N co o rn co rn —� a a0 X / I • i} 1� } } O O O� N 3 O } LL'1 pW Q v ,n ad "- ad �i of of ,' O N N N N N j N N N N 3C � N N O I a U Q B°w 8'W �`'o. �o - 8"w 8"W "w 8"W I Z 110 STA 15+85.99 W COLWALL ST= m c�I n 11 U j 00 W COLWALL ST 15+00 3 I 4 1 16+0 STA 13+01.88 ALLEY E(PUBLIC)/ 17+00 N 6 1 +00 NOT A �I �- a 0 o I I ALLEY H PUBLIC) _ I W = z M - - I i 4 I I I 1 PART nn W 8"SS >- -> > �N 8"SS S > 'SS > 8"SS > 8"SS o N > 8" OS v J Z W = fw Q �- 3 'sx 'a� z I I 5 + ¢ W m I ? o � 3� F 3 I a o > o rn o o rn m m= U G'�?—a' > o > ova' >W 0 o voi 1p 1p o � voiao v-ia6 W m SnC� � aoi � o�S �o� �c=i ao 1 Z N BLOCK 09 2 0 \ z 3 = + M 4"PI + M 4"PI 4"PI'} n I—} n-} n } M } M a} M N J —j 13+38.38 PC m � m m n n a N N N 1 2 �`+ N 13+38.38 PT J �" 1 2 <" 29G N 1 I Q � 2538.96 VC NLO 2538.89 VC Ep o A l z , KEYNOTES Ii 0 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). IJ I I O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). I A I I ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). 1 - 5O MATCH EXISTING CURB, GUTTER, AND SIDEWALK. z PLAN VIEW: W COLWALL ST © SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC SD-303 STA. 14+00 TO STA. 18+00 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. SCALE: 1" = 30' o FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.6. Q Cn m co 2545 M 2545 co m U J W O M + N U W M O w + N Q z II II x w U _j 00 cL) (D w >W O Q J M Q W > C00 D Q + N II II zocnWU LD (Z O 00 O) 00 m LO > o + N 00 CD 11 II Nw w 5; 5; + + =Q w W EXISTING GROUND > w w N nw Cnc~naa � 0 AT ROAD CN 2540 _ - - - — — — — — — 0.500 — — 2540 - - - 1.00% IF EXISTING GROUND AT ROAD + V _ O 00 0 PROPOSED GRADE PER DAYSPRING SUBDIVISION NO. 2 = 0 + AT ROAD EX. 6" PIRR IMPROVEMENT PLANS Q U CROSSING W Q O � 0 W U) Li cf) 4 W W 2535 0 Z Z Z EX. 4" PIRR Q 0 o W J CROSSING 0 W U V) Q 0 O � < Z O � Q Q + 0 co m co 0 N Q Q 0 m 2530 =- 2530 F— Q / I C (� F— w to Z z FEET z 30 0 15 30 60 Q I Q U) GRAPHIC SCALE w 2525 -- 2525 1 inch = 30 ft. Horizontal Q Q P FEET U 0 z I 3 0 1.5 3 6 j OOo M N w ccoo co CD r-1 of ad of z L Ln LO Ln N N N N N N N I GRAPHIC SCALE Q 1 inch = 3 ft. Vertical 14+00 15+00 16+00 17+00 18+00 DATE: SCALE: 06/04/26 jt AS NOTED DESIGN: DRAWN: CD i ALH JBS PROFILE VIEW: W COLWALL ST JOB NO.: FILE NAME: 0 STA. 14+00 TO STA. 18+00 8066 8066-DS-S-PROF-PH04 j HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' NO C4■5 w i NOES 9 OF 23 z 0 U Q6 O CD 0-- 0) yO S� P N J FUTURE FEET PHASE 2536.96 FL 2536.96 FL o 0 5 10 20 n W I \ ILJ� BLOCK 17 I / 2.0% Z �� of \ GRAPHIC SCALE Z 0 1 inch = 10 ft. Horizontal N iC BLOCK 17 2537.00 FL I 2536.99 FL ; M \ 14C I 4 Z 00 ❑ \ W 0 / z Z \ / / W ON I ) O O 2537.78 FL 4�9 \ 2537.31 FL N c ob 2537.55 FL ~ 2539.23 FL `J • U `' ob I 2537.38 FL �' Lu a N 2537.81 FL y Z w 0 ~ Z FUTURE o� ALLEY G (PUBLIC) ALLEY G (PUBLIC) Nf BLOCK 08 Z t I Q t J PHASE 'o 00 - - - - - ❑ a 3 a Z M I m m 2537.67 FL a W I o >- I/�v /� W 1 z 2537.56 FL I w o f tJ/) J N W COLWALL ST Z u W I 2537.32 FL / / I 2538.88 FL - - 2537.44 FL y 2537.39 FL I \ = Z \ �g mo LO BLOCK 16 / 14C I I FUTURE PHASE Z 0 INTERSECTION DETAIL INTERSECTION DETAIL INTERSECTION DETAIL N CORBIN AVE AND ALLEY G (PUBLIC) ALLEY G (PUBLIC) AND ALLEY D (PUBLIC) N CORBIN AVE AND W COLWALL ST w 0 SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' Q Cn m r U Z BLOCK 16 W v BLOCK 08 Q ❑3 BLOCK 16 w m ❑4 4 ❑5 3 14C - - Ld N 2538.20 FL 2538.43 FL 0.5% o o 1.8% o \ w �1 0 2538.11 FL 2538.46 FL 3C E O y y _ ° I 2537.45 FL 2537.43 FL 2537.74 FL 2537.83 FL 2537.89 FL 2538.17 FL O Q I C:) i Z Cn N N W COLWALL ST W COLWALL ST = J Z z Q O x 12+00 I t 16+00 Q - Q M CV� CV� S � U � m I Q 2537.41 FL 0 5% 2537.43 FL 2537.74 FL 2537.83 FL 2537.89 FL 2538.17 FL 0 Cr Of Lh- 0 11 Zcn Z - Z CD 2538.41 FL ~ S 2537.24 FL 2538.18 FL 2537.20 L I cv� �- U r' 0.5% 0.5% <o Q Cn LLI Ld j 2538.28 FL 2538.44 FL- CDr 2537.15 FL I 2537.16 FL BLOCK 09 FUTURE En FUTURE FUTURE PHASE W I ❑ -J = 29C DATE: SCALE: PHASE Q PHASE Q 06/04/26 1"=10' z DESIGN: DRAWN: 0 ALH JBS co = INTERSECTION DETAIL INTERSECTION DETAIL JOB NO.: FILE NAME: W COLWALL ST AND N ANTRIM WAY W COLWALL ST, ALLEY E (PUBLIC) AND ALLEY H (PUBLIC) so66 8066-DS-S-INTX-PH04 SCALE: 1" = 10' SCALE: 1" = 10' REF. C4.6 _j w i NOES 1 O OF 2 3 z 0 U p6 0 CD BLOCK 16 �� 0) I P 8C 9❑ ��yp S'�P��Q' I N BLOCK 17 ❑7 8C J FEET 10 0 5 10 20 Z Lu I u f GRAPHIC SCALE Z 0.5% 0.5% 1 inch = 10 ft. Horizontal 0 I2536.87 FL 2536.89 FL M a Z 00 W 0 C�� T 2539.57 FL-10.6% 2539.60 FL W COLWALL ST N T ALLEY G (PUBLIC) N i Z 13+00 i 14+00 c O c O LU 0 _O , 2539.57 FL N 2539.60 FL I N O � ob 0.6% of U O ci W N Z 12536.87 FL Z � 2536.89 FL • Z I a n 3 V' _O Z M BLOCK 16 n n n _ III I``I L`I III � ❑7 8C WZ 0 NW I FUTURE PHASE QZ mo MID—BLOCK CROSSING DETAIL MID—BLOCK CROSSING DETAIL ALLEY G (PUBLIC) W COLWALL ST SCALE: 1" = 10' SCALE: 1" = 10' z 0 PAVER KEYNOTES w 0 6" 4" 7 8 O1 4"x8"x2%" (60 m m) HOLLAND STONE TOSCANA BY BELGARD, 1 OR APPROVED EQUAL. 2 EDGE RESTRAINT PER MANUFACTURERS RECOMMENDATIONS. 3 O3 1" ASTM C-33 SAND BEDDING. 00 MIRAFI 160N NONWOVEN FILTER FABRIC m� OR APPROVED EQUAL. } 5 CD z 6 O5 6" OF Y4" MINUS CRUSHED GRAVEL. Q PAVER NOTES: © COMPACTED SUBGRADE TO 95% OF THE MAX. DRY 1. GRASSPAVE SYSTEM AND PAVER INSTALLATION DENSITY PER ASTM D698. bj SHALL IN MANUF A TURERSCORDANCE RECOMMENDATTIONS. GRASS PAVER TYPICAL SECTION O7 GRASSPAVE2 SYSTEM BY INVISIBLE STRUCTURES OR N.T.S. APPROVED EQUIVALENT. ® GRASS PER MANUFACTURER'S RECOMMENDATIONS. bi N 0 N Q0 E 30' CITY OF MERIDIAN WATER/SEWER EASEMENT O ROW CL ROW Q Q 10' PUBLIC 10' PUBLIC Q UTILITY EASEMENT�~5' I 10' 10' I 5 ~UTILITY EASEMENT Z 2.0% 2.0% o � ~ �iT�i�/i�\„ �ti i �i iv�✓n��ivi.�.i�n�%vn� �i✓�lii�%�i ti ,/1 U X 4" OF Y4" MINUS CRUSHED GRAVEL z w v_, 2' WIDE RIBBON CURB z 14" OF 6" MINUS PIT RUN PER ISPWC SD-703 (ACHD SUPPLEMENT) Q > p I COMPACTED SUBGRADE TO 95% OF THE Q o Q MAX. DRY DENSITY PER ASTM D698. 3" MIN. OF SP-3, " MIX, PG-64-28 Q O ALLEY TYPICAL SECTION � m co 0 U N.T.S. Q W Q Cr Of z cn _Z z cn ROW ROW z i I 13' I 37' I 13' � 0 2' SIDEWALK 5' 8' I 33' I 8' 5' 2' SIDEWALK �— U EASEMENT SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK EASEMENT W w LLI STRIP 16.5' 16.5' STRIPCn o I I z I 2' 2' 1.75% � 2.0% 1�� CD zBid CONCRETE SIDEWALK a PER ISPWC SD-709 0 4" OF / MINUS CRUSHED GRAVEL (ACHD SUPPLEMENT) DATE:14" OF 6" MINUS PIT RUN 06 SC 04 26 AS E NOTED 6" VERTICAL CURB AND GUTTER PER COMPACTED SUBGRADE TO 95% OF THE ISPWC SD-701 (ACHD SUPPLEMENT) DESIGN: DRAWN: MAX. DRY DENSITY PER ASTM D698 0 3" MIN. OF SP-3, " MIX, PG-64-28 ALH JBS co LOCAL ROADWAY JOB NO.: FILE NAME: 0 8066 8066-DS-S-INTX-PH04 TYPICAL SECTION REF. /� u N.T.S. NO.: 4■ w NOES 11 OF 2 3 z 0 F- U a m zM 0 M ALLEY B PUBLIC FL J? ) DAYSPRING w Z W co O CD r -00 ILSUBDIVISION NO. 1 z a Ul v W ALLEY D Q I 0 "y S �� Q ❑ z W BOWMILLS DR 3 S&G TRAP 4.1 D5 to (PUBLIC) m P' 3 °� BLOCK 16 STA. 10+93.98 J A CD o RIM=2538.20 < z o 212" INV. IN=2533.52 (W) D2 D6 18" INV. OUT=2532.67 (N) O INLET BAFFLE=2532.42 v FUTURE m DAYSPRING OUTLET BAFFLE=2533.42 0' s PHASE SUBDIVISION ALLEY G PUBLIC) W NO. 2 I J Q } H VERTICAL VERTICAL Z BLOCK 17 F 10 L.F. 18" ADS HP 0 0.00% 1 SAND SAND a W A >D1 SDCB 4.1A FILTER 4.1 FILTER 4.2 v 1 STA. 11+47.16 ❑2 mI - j- - -71 L.F. 18" ADS HP 0 0.00% (TOP HALF PERFORATED)- - RIM=2537.00 FUTURE Z 12" INV. IN=2533.84 (S) C5.1 C5.2 W COLWALL ST I P�RT co 9 j 12" INV. OUT=2533.84 (N) P H A S E C1) SUMP=2532.84 a VERTICAL = ^ a Z 00 Q25=0.12 CFS SAND r J W 0 w 7 20 L.F. 12" j Q100=0.16 CFS TEMP. BASIN 4.4 Q � FILTER 4.3 J m • -1 3 L•F 12" NP ADS HP 0 0.50% J ADS ¢ } � ® p DO 31 L.F. 12" C5.3 z a (PERFpRA C-900 0 0.50% 0 I Z 1 C TED 1 9�, z a) D4 1C O , as , 11+ 1.91 FUTURE a-N TEMP. BASIN 4.5 PHASE a I I j a O / \ 10 L.F. 12" ADS HP 0 0.00% -Cp 15 90• 00 90• D4 Z p O 22 L.F. 12" I I N N ADS HP 0 0.50% 22 L.F. 12" A N 0 ' ti LO ADS HP 0 0.88% D1 SDCB 4.16 c � ' I I STA. 11+78.66 SHEET INDEX • o �; 0 D3 SDMH 4.1 RIM=2537.00 N.T.S. w a) N STA. 11+23.22 12" INV. OUT=2534.00 (N) Z w .i H RIM=2537.69 SUMP=2533.00 0 o, 12" INV. IN=2533.63 (S) Q25=0.21 CFS Z M,$ Me Mus Mu8 12" INV. IN=2533.63 (NW) Q100=0.29 CFS • Z 12" INV. OUT=2533.63 (E) J t 12+00 SDCB 4.1C D1 12" 13+50 d INV. OUT=2534.63 (N) STA. 12+50.00- -SUMP=2531.63 RIM=2536.91 `*110 32 L.F. 12" a • 110 V' 12 INV. IN=2533.75 W N C-900 0 0.50% O Z r i N CORBIN AVE 12" INV. OUT=2533.75 (SE) n n SUMP=2532.75 90• Q 1.11 CFS I I I I lul Q100=1.54 CFS_ I DRAINAGE KEYNOTES w I+ D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. Z A I� 0 I I FUTURE I D2 ACHD STORM DRAIN EASEMENT. I I I I I I Z co Idu9 Id„9 d„9 Idu9 \�I PHASE D3 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. I I SDCB 4.1D @ °' D4 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. J z STA. 12+50.00 d„v - - -Id„v v\ Q FUTURE RIM=2536.91 - - - - D5 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. m o PHASE 12" INV. OUT=2533.91 (E) A SUMP=2532.91 D6 CONSTRUCT VERTICAL SAND FILTER "4.1" PER ACHD BMP 21 AND DETAIL 1, SHEET C5.3. Q25=0.45 CFS Q100=0.63 CFS DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2537.65 TOP OF ELEVATION: 253 .15 VERTICAL SAND FILTER 4.1 - PLAN VIEW BOTTOM OFDBED ELEVATION: 2531.15 SCALE: 1" = 20' GROUNDWATER ELEVATION: 2531.14 LENGTH: 77' DEPTH: 5.0' CHAMBER 1 WIDTH: 8.5' CHAMBER 2 WIDTH: 31.0' REQUIRED V2: 1,284 CF zo 2545 2545 REQUIRED V100: 4,742 CF o= U (n W Q H 00 Z M vv W M � M Ih C7 M N M r7 c0 c0 Q � �CL N II co co r7 � z (14 II ~ rim MM POO Z = M M - .N^.....i 2540 N � CQ ° ° °° 2540 O N Z Z N N N O O M M M M CV W II rZZ r7 � o PROPOSED GRADE ~ ±n CD N 0 `o ° O o (n (n�' Q N Z Z Z Z C Q �c N ZD O � m Ono•�0 0 g Ld I N (n (n�' (n - + > > N + > N m 11 N Z Z Co CL -N Z CL CD m N cn cn E (n (n (n E (n - - - - - - - - - - -77 - - - - - EXISTING GROUND O Q Q H.G.L. 0 I) 0 Q,00=2.63 CFS V100=4.62 FPS 2535m mom 2535 22 L.F. 12' C 9100 0 0.50% cl� 0 D z0000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ADS HP 0 0.88% _ _ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 L.F. 12" - - J W O Q b 0000000000000000000000000 00°0°0°0°0°0°0°0°0°o ADS HP 0 0.50% Q U z °o°o°o°o°o°o°o°o°o°o°o°o° °o°o°o°o°o°o°o°o°o°o _ C1 C1 C1 n n n A A A A ('1 (1 (1 (1 (1 (1 (1 (1 (1 (1 (1 (1 C1 � Q 71 L.F. 18" ADS HP 0 0.00% TOP HALF PERFORATED) H.G.L. 0 W L.L I) Q H.G.L. 0 Q�oo=0.29 CFS Q 0 Q(00=0.45 CFS V 2.91 FPS Vloo=2.40 FPS (oo= M 10 L.F. LLJ z W CO 0 18" ADS HP 12" C-900 m°c 0 0.00% WATER CROSSING Q z J Q APPROXIMATE Q U H GROUNDWATER z 0 2530 ELEVATION 2530 Z z ~ CD LLI a- V z FEET U 20 0 10 20 40 W z Q Cn CD z w GRAPHIC SCALE CD 1 inch = 20 ft. Horizontal FEET 2 0 1 2 4 Q o DATE: SCALE: GRAPHIC SCALE os/o4/2s AS NOTED 2525 2525 1 inch = 2 ft. Vertical DESIGN: DRAWN: CD cc 10 11 12 ALH JBS 0 JOB NO.: LFLE NAME: VERTICAL SAND FILTER 4.1 - PROFILE VIEW sons 6-DS-S-DRAIN-PH04 cn HORIZONTAL SCALE: 1" = 20' REF.U VERTICAL SCALE: 1" = 2' NO.: C 5. 1 _j NOES 12 OF 2 3 z 0 F= U a m z ALLEY B PUBLIC FL � J? ) 0 �60 DAYSPRING w Z W co O CD r SUBDIVISION N0. 1 Z a 0 OR v 0 rn P w ALLEY D Q I 0 "y S Q (PUBLIC) m W BOWMILLS DR P� 0 Q U � Z 0 U FUTURE m DAYSPRING PHASE SUBDIVISION EGPUBLICC,) w NO. 200 VERTICAL VERTICAL _-' A IA EUTURE SAND SANDa W A Q N PHASE FILTER 4.1 JFILTER 4.2 v C5.1 C5.2 W COLWALL ST I P�RT F zo UTU R E o 8' > M PIASE 3 VERTICAL a Z 00 D3 SDMH 4.3 ~ SAND r J W 0 BLOCK 16 SDMH 4.2 D3 BLOCK 16 TEMP. BASIN 4.4 z Q J m - STA. 11+32.03 A A STA. 10+21.84 A RIM=2537.40 RIM=2537.41 Q FILTER 4.3 C5.3 Q } z � m 3 L.F. 12" 12" INV. IN=2533.80 (N) 12" INV. IN-2533.80 (S) 3 L.F. 12" ADS HP @ 0.50% 12" INV. OUT=2533.80 (W) D2 D7 Z 1 ? 12" INV. OUT=2533.80 (W) I ADS HP @ 0,50% I 12" INV. OUT=2534.80 (S) TEMP. BASIN 4.5 FUTURE N I , � O D6 D2 12" INV. OUT=2534.80 (N) I m SDCB 4.3 D1 PHASE r SUMP=2531.80 a D1 SDCB 4.2 a SUMP=2531.80 STA. 11+37.78 a � - - � STA. 10+15.76 3 0 � O 00 RIM=2536.83 o- RIM=2536.83 D4 z O 12" INV. OUSUMP= . 3 83 - 12' INV. OUT=2533.83 (N) - SUMP=2532.83 21 L.F. 12" ADS HP @ 0.00% ((�/nUl N 5 }' a=+ N n SUMP=2532.83 c) 21 L.F. 12" ADS HP @ 0.00% Q25=0.82 CFS Lj J A / Q25=0.97 CFS °�° °° Q100=1.34 CFS / Q100=1.14 CFS 81 L.F. 12" ADS HP @ 0.00% (PERFORATED) - - - -3 SHEET INDEX • �; 0 o 1 o D4 N.T.S. Z � � llt 6./6 D7 10 c� - w 8C _ `p2° �� - � � � � �eoll °' - - 11+ 9.29 0 PERFORATED�- O O O - -81 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - - - - Z 51 J D4 @ 0.007, ( O 3 L.F. 12" v O J � _79 L.F. 12" ADS HP / � I 8C ADS HP @ 0.50% 16 L.F. 18" ADS HP @ 0.00% � � / 21 L.F. 18' ADS HP @ 0.00% A d � � 11 L.F. 12" O 1 11 ADS HP @ 0.50% - - -78 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - - Q 00 1 S&G TRAP 4.3110 10' I I STA. 10+29.09 O f' RIM=2537.43 n n n Z_ M o i D4 3 cobo 12" INV. IN=2533.77 (E) II I"I I"I II n a:18" INV. OUT=2532.92 (S) W '*INLET BAFFLE=2532.67 DRAINAGE KEYNOTES nn Lu Z OS&G TRAP 4.2 I A OUTLET BAFFLE=2533.67 D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. U 73 D5 115' STA. 11+12.00 A RIM=2537.50 FIL TU R E I D2 ACHD STORM DRAIN EASEMENT. - w 00 ❑ 18" INV. UT 12" INV. OUT=2532.88 (N) ❑7 3.73 (E) P ASE n 00 FUTURE D3 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. INLET BAFFLE=2532.63 PHASE = z OUTLET BAFFLE=2533.63 I D4 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. \ Q LO A p5 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. m CONSTRUCT VERTICAL SAND FILTER "4.2" PER ACHD BMP 21 AND DETAIL 1, SHEET C5.3. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2537.81 TOP OF BED ELEVATION: 2536.31 VERTICAL SAND FILTER 4.2 - PLAN VIEW VERTICAL SAND FILTER 4.3 - PLAN VIEW BOTTOM OF BFD ELEVATION: 2531.31 GROUNDWATER ELEVATION: 2531.14 SCALE: 1" = 20' SCALE: 1" = 20' LENGTH: 84' DEPTH: 5.0' CHAMBER 1 WIDTH: 5.0' CHAMBER 2 WIDTH: 18.0' REQUIRED V2: 753 CIF 2545 2545 2545 2545 REQUIRED V100: 2,782 CIF o= D7 CONSTRUCT VERTICAL SAND FILTER "4.3" PER ACHD BMP 21 AND DETAIL 1, SHEET C5.3. 0 w DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2538.44 TOP OF BED ELEVATION: 2536.94 BOTTOM OF BED ELEVATION: 2531.44 GROUNDWATER ELEVATION: 2531.14 w LENGTH: 87' M Oq O Oq0� O� O� O0� W n 00 to � N DEPTH: 5.5' M Lo n °�,° �; �; CHAMBER 1 WIDTH: 3.5' Cn O N N M O N N N M ^LO M N N N N O M N N CHAMBER 2 WIDTH: 12.0' } a �� zo M� zooM M�o � jOOOM c�� ? oo � aN� zo REQUIREDV2: 622CF z a + CD r- `� + `� `" +M M +`� � '� +^ a +^ - REQUIRED V100: 2,298 CIF w (V Z Z N Z Z Z N N Z_ N O N Z_ N O N Z Z Z N � N Z Z < U, Q a - Q 1 - - - U Q " U Q Q - - - C.J PROPOSED GRADE �3 _ c., ao o ;- n1 N N � o -C 4 o -�., o -�., �., 2540 Cn Cn 0 � � V) V)Qf � N N E N 2540 2540 N N�� � Cn t, Cn Cn Cn 2540 0 PROPOSED GRADE EXISTING GROUND > w N 0 C' EXISTING GROUND - - � 87.0' 84.0' 0 O Q Q c 2535 2535 2535 2535 C� N z CD H 3 L.F. 3 L.F. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z b o000000000000000000000000 00000000000000000000000000 12" ADS HP 12" ADS HP o00000000000000000000000000 00000000000000000000000o Q � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q ri 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 L.F. 18" @ 0.50% @ 0.50% 16 L.F. 18 0 0 0_0_0_0 0_0_0_0_0_0_0 0_0_0_0_0_0_0_0 0 0 0 0 0 \0 78 L.F. 18 ADS HP @ 0.00% (TOP HALF PERFORATED) ADS HP @ 0.00% H.G.L. ADS HP @ 0.00% 81 L.F. 18' ADS HP @ 0.00% TOP HALF PERFORATED) W W / Q ch Q100=1 34 CFS H.G.L. @ Q V100=3 88 FPS Q100=1.14 CFS _~_I 0 11 L.F. V1oo=3.76 FPS 3 L.F. W W co 12" ADS HP 12" ADS HP MEMO o @ 0.50% @ 0.50% CD cc Q V z z � un Q Q z cr_ C) 0 o J Z 0 2530 2530 2530 2530 Q UCD V FEET j U 20 0 10 20 40 W w Q � z GRAPHIC SCALE w CD 1 inch = 20 ft. Horizontal FEET 2 0 1 2 4 Q o DATE: SCALE: GRAPHIC SCALE 06/04/26 AS NOTED CD 25210 11 2525 25210 11 2525 1 inch = 2 ft. Vertical DESIGN: DRAWN: ALH JBS 0 JOB NO.: LFLE NAME: VERTICAL SAND FILTER 4.2 - PROFILE VIEW VERTICAL SAND FILTER 4.3 - PROFILE VIEW sobs 6-DS-S-DRAIN-PH04 HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' REF. C5.2 2 u VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' NO.: SHEET 13 OF 2 3 Z 0 F_ U a m zM 0 M ALLEY B PUBLIC FL J? ) Z DAYSPRING w Z W co p CD r SUBDIVISION N0. 1 Z a ORv CDP w ALLEY D Q I Of 0 "y S Q (PUBLIC) m W BOWMILLS DR P� 0 a U � Z 0 U FUTURE m DAYSPRING PHASE SUBDIVISION I /� J ALLEY G PUBLIC) w NO. 2 r � VERTICAL VERTICAL _j Z SAND SAND a W FILTER 4.1 FILTER 4.2 x Z T A C5.1 C5.2 W COLWALL ST P�RT I � � VERTICAL = �, Q Z 00 TEMP. BASIN 4.4 Q FILTERSAND4.3 J m W 0 C5.3 < } z m 0 z � TEMP. BASIN 4.5 FUTURE N I } p N PHASE ra W - 04 5 p p z . C p 0 - D a N 0 SHEET INDEX 0 o N.T.S. dd u' a) Z wo O Z i Q a) J t a Lf) 3 HIGH FLOW BYPASS GROUNDWATER p 12" 0 ADS HP PIPE OBSERVATION WELL n n n Z_ M (PERFORATED) II I�I I�I II rx ASTM C-33 FILTER FABRIC W FILTER SAND W FINISH GRADE ELEVATION 1.5' MIN.TOP OF BED ELEVATION DRAINAGE KEYNOTES v n n n Z WOVEN GEOTEXTILE D1 TEMPORARY DITCH WITH 1% MIN. SLOPE. LENGTH PER PLAN. Lu FABRIC D2 TEMPORARY STORM DRAIN EASEMENT. w BLOCK 16 = Z 2-YR STORM FLOW D3 CONSTRUCT TEMPORARY STORMWATER BASIN 4.4 PER SECTION B-B, THIS SHEET. Q 18" 0 ADS HP PIPE LO of O O 1C ❑2 ❑3 ® � © � DESIGN INFILTRATION RATE: 1.0 IN/HR. m � (TOP HALF PERFORATED) 11% BOTTOM OF BED ELEVATION W W I I I I I I I TOP OF POND ELEVATION: 2537.50 �' GROUNDWATER ELEVATION i BOTTOM OF POND ELEVATION: 2536.50 z " 6"P1 6 PI 6"PI� 6"PI � 6"PI � 6"PI 6"PI � 6'PI 6'PI 6' PVC LINER DEPTH: 0.50' `0 " CRUSHED ROCK CHIPS OR FREEBOARD: 0.50' 2" WASHED DRAIN ROCK GROUNDWATER ELEVATION: 2531.14 REQUIRED VOLUME (100-YR EVENT): 69 CF - - - - - - - - - - - - - BASIN BOTTOM AREA: 146 SF SECTION A-A BASIN TOP AREA: 252 SF 8"W 8"W 8"Wi P14 $"W 811 W 811 W 8"W D4 CONSTRUCT TEMPORARY STORMWATER BASIN 4.5 PER SECTION B-B, THIS SHEET. W COLWALL ST DESIGN INFILTRATION RATE: 1.0 IN/HR. Z TOP OF POND ELEVATION: 2537.50 0 8" 0 ADS HP PIPE I A - - - - - - - - - 18" 0 ADS HP PIPE PVC LINER � BOTTOM OF POND ELEVATION: 2536.50 � (NO PERFORATIONS) (TOP HALF PERFORATED) DEPTH: 0.50' 0 LENGTH -8" s > 8"ss > 8"ss >- 8"ss S > 8" s > 8"ss > 8"ss > 8"ss > 8"ss > FREEBOARD: 0.50' cn " CRUSHED GROUNDWATER ELEVATION: 2531.14 0 ROCK CHIPS REQUIRED VOLUME (100-YR EVENT): 86 CF CHAMBER 1 BASIN BOTTOM AREA: 146 SF 2-YR STORM FLOW 5 00` A WIDTH REA: 252 SF ASTM C-33 O + < FILTER SAND 5 Z 00 m r WOVEN GEOTEXTILE Z co FABRIC 4"PI 4"PI 4"PI 4"PI r 12" 0 ADS HP PIPE D3 D4 z (NO PERFORATIONS) 4"PI 4 _ _ - _ 4 PI _ _ Q P CHAMBER 2 ?S3jo4 ?S3jo� HIGH FLOW BYPASS -0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o WIDTH B > 5' boa B B 13 Q0 CRUSHED o ROCK CHIPS M 5' d TU R E 16SOF D1 23 LF 23 LF D1 ` ssOF< FUTURE w d d PHASE - PHASE N N 12" 0 ADS HP PIPE GROUNDWATER 23 23' FILTER FABRIC (PERFORATED) PLAN 1-►A OBSERVATION WELL T FEET VERTICAL SAND FILTER DETAIL 115' 20 10 20 40 0 0 _ N.T.S. O Q Q GRAPHIC SCALE T 1 inch = 20 ft. Horizontal z (� z VERTICAL SAND FILTER NOTES TEMPORARY STORM WATER BASIN 4.4 & 4.5 z SCALE: 1" = 20' 'O^ O Q 1. NO TREES SHALL BE PLANTED ABOVE, OR WITHIN 10' OF, THE VERTICAL SAND FILTER. Q v 0 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING REPORT Q PREPARED BY GEOTEK, DATED MAY 2026. > I)3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS C) Z - Q o ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. V) M0 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF W Q W CDALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE WITH ACHD CD 0 m d INSPECTOR REGARDING PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR Q ^ TO BACKFILLLING. V) w 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER DETAILS z AND SPECIFICATIONS. QOf !n 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES OF Q V THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED o SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 MIL MIN. PVC Q Z d GEOMEMBRANE. z 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE � 3: FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. Q 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF CHAMBER 1 TEMPORARY STORM WATER BASIN NOTES WIDTH PER PLAN W d WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. 1. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER Q W MATCH EXISTING Ld w MONITORING REPORT PREPARED BY GEOTEK, DATED MAY 2026. CD 77 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF w GROUNDWATER IS ENCOUNTERED AT ELEVATIONS HIGHER THAN - C c? SHOWN ON THE PLANS. z 4" MIN. LAYER OF TOPSOIL OR AMENDED NATIVE MATERIAL W/ MINIMUM INFILTRATION RATE OF 1.0 IN/HR SECTION B-B DATE: SCALE: N.T.S. 06/04/26 AS NOTED DESIGN: DRAWN: CD ALH JBS cc JOB NO.: LFLE NAME: Q 8066 6-DS-S-DRAIN-PH04 0 i v REF.(NO.: C 5. w3 NOES 14 OF 23 z 0 F_ 0 n o �• 'o�y > C U- _ o c� r rn w 0 ��y SAP�� Q a 0 z FEET J 40 0 20 40 80 I— Z GRAPHIC SCALE W f 1 inch = 40 ft. Horizontal Z s — — 1 \ I NT 00 W I I I I I I I I I I I 00 DAYSPRING �s s EX. FIRE I I I I I I I I I I I c) HYDRANT 10 Q A SUBDIVISION NO. 1 s N "w m s r z s d F 6„PI—< 6 — T s � O X. FIRE - 6PI m O 0s„ss O^ „PI � + LLJ , 00» / N w 8w - �8w $ss o ; p(PUBLIC) — D D — — — EX. SSMH 1.14 — �� N'Iss • I V' W N Z f ODs > s»ss > s»ss > 8"ss > s"ss s � w p: 1 PT: _ _ „Pi- - 3 J 4 PI „PI "Pd '��FI d4 4„pl 00 6"PI I �/ • scic I I I I I I I sc U' O EX. FIRE I I I I I I I I I I 110 Ex. ssco 1.02 Z M HYDRANT I I I I I I 10 1 n n n u s W I /�BLOCK 17 W I ❑ 3 ❑4 ❑5 ❑6 7 8C I �9 1O 11 12 13 14C � � N• I V' I N Z 3 I 9 NW °° I I I I I I I I I A m 3 - - I t I I I I J z I I I I I I I I a A H I I I I I v I I n Q - Yew ❑8 s I I m o r w _l r 8 W W I a - - D I N I Q —8W — 8W — 8W gW 8W y °° Z:_ W gW FUTURE PHASE m SSMH 4.03 s s" 3 $"� 3 ALLEY G (PUBLIC) — 3 — — _ O "SS > 55 > s s > > 8"ss > '� 8" > I ao SSMH 4.01 I z a � SSMH 4.02 6 BLOCK 08 s I I I I I I I I I I I I I FH 4.03 ❑ z I I I I I I I I I z 0 00 0- BLOCK 16 °° a I a� NOT A N N I oN PART w 1C 2 3 ❑5 ❑6 ❑� 8C ❑9 0 2 13 14C I io R1 7 I DAYSPRING I I I I I I I • I I I I SSMH 4.04 FH 4.02 D D I I FH 4.01 I I I I I I I I a ® SUBDIVISION N0. 2 + I 6„ I 6 PI "p 6"pl 006"PI I — — ® 3 3C I } _ D z w "Wf AA 8"w s"w CD yy g" a 8"W 1 1 I Q n _ SSMH 4.06 _ W COLWALL ST 8"W 8"W 8"W 8•W 8"W S"W 8"w _ _ SSMH 4.05 _ EX. SSCO 2.01 I I w s • 8"ss s — — 8 55 > 8"SS > 8"SS > �—8"SS > 8"ss > — — I o Q I o e"SS > s"ss > 8"ss > 8"ss > 8"� •ss I \ o { + D " + W ro SSMH 4.07 { ® I Ld ® II 3 BLOCK 09 3 , EX. SSMH 2.03 4"PI � 4 o0 N 4„pI 4»PI 4,PI = = 4 PI 4'P 4'PI 4„pI 4„PI 29C i14 0 co J _ I SSCO 4.01 FH 4.05 EX. FIRE I � HYDRANT SSCO 4.02 J 10 QD 0 3 ® I z O Z 0 Z Q Z z FUTURE PHASE I i D o l a I V,_^ O J I I Q FUTURE PHASE 00N - Q � 0 m co CD cc A II m w II I Q O Z CD 13 Q O V) o U / W w Q CO 0 0 0 z w CD z Q o DATE: SCALE: 06/04/26 1" = 40' DESIGN: DRAWN: V ALH j JBS / 0 JOB NO.: fFILE NAME: Q 8066 8066-DS-S-UTIL-PH04 0 i n REF. C . 1 u NO.: w / NOES 15 OF 23 Z O F O a m 7i � ALLEY C PUBLIC m J?�k, r- Z Ld DAYSPRING a w � Z W co _ 0 CD r SUBDIVISION NO. 1 z a v 't _ 0 rn P w � Q- c� ALLEY D I 0 "y S Q (PUBLIC) W BOWMILLS DR P� Q � z O m Z C, O U u - FUTURE z C6.4 � DAYSPRING PHASE C62 ALLEY G PUBLIC w C6.3 SUBDIVISION /� J r N0. 2Lu � (�Jf)V► Q - - - - SEE SHEET C6.4 SEE SHEET C6.5 Q Z uj NOT A 0 Z BLOCK 17 A Q W COLWALL ST C6.6 I PART 3 ❑2 3S o I C6.5 C6.6 a Z 00 ro U J to } w m W 0 m 3 C6.5 Q C6.3 m m 1C J FUTURE z QTO 11 c � r- I PHASE EE Z I Z (Do FUTURE I } O W5 �, PHASE a W O I I I I >- Ld O 17.5' z c O II LLJ ?.0: a N I N 'I I 6.0' _ W2 w1 I SHEET INDEX v 10 0 `. 0 — M„BIB M 8 Mr8 91 LF Mr8 Mr8 M 145 LF Mr8 fq Mr8 N.T.S. w > `" 1� 11 0 1� 13 A 13+50 Z 0 .� H DAYSPRING - I - `� Z w 0 SUBDIVISION N0. w4 W w3 N CORBIN AVE W1 Z II m II II II N J N Lo II }'J II a J ? M Q Id,.9 -Id 9 Id 9 Id„9 A Z W W FUTURE Z EP W 0 PHASE o to J Z a � m o PLAN VIEW: N CORBIN AVE SCALE: 1" = 30' WATER KEYNOTES W1 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. Z W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON O SHEET C1.1. 2545 2545 W3 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO (nn EXISTING 8" WATER LINE, CONTRACTOR TO FIELD VERIFY SIZE o AND LOCATION PRIOR TO CONSTRUCTION. W4 EXISTING WATER MAIN TO PROTECT IN PLACE. W5 EXISTING FIRE HYDRANT TO PROTECT IN PLACE. Cn m co co 2540 2540 z PROPOSED GRADE CD _ AT ROAD > o — � - - - - - C, EX. 4"P/RR — — — — w CROSSING z 6" PIRR N EXISTING GROUND AT ROAD CROSSING X 2535 2535 12" C-900 STORM o DRAIN CROSSING _ 8" C-900 WATER MAIN z O 0 g c Q WATER r O Q LLJ0 J Z CD 2530 2530 (D Z z O o z V o Q > o Q z Q Q co z ofCD m c Q O w 2525 2525 Z U u� z (' Q F_ _Z /n FEET I..I. z 30 0 15 30 60 (� V GRAPHIC SCALE w 2520 2520 1 inch = 30 ft. Horizontal Q � = 10 11 12 13 FEET 0 w 3 0 1.5 3 6 CD z PROFILE VIEW: N CORBIN AVE GRAPHIC SCALEk. Q HORIZONTAL SCALE: 1" = 30' 1 inch = 3 ft. Vertical o VERTICAL SCALE: 1" = 3' DATE: SCALE: 06/04/26 jt AS NOTED DESIGN: DRAWN: CD ALH JBS 0 = JOB NO.: FILE NAME: Q 18 REF.[NO.: C6.2 w / NOES 16 OF 23 Z O F U 02. a m z C�\ ALLEY C PUBLIC m 0 J? \� S LLI DAYSPRING w � Z W 0 ' O >_ OR U SUBDIVISION NO. 1 z a j cn P v w ALLEY D I ��yO S �� Q (PUBLIC) W BOWMILLS DRLL w w Q Q � z O _ SEE SHEET C6.6 _ _ Z CD U 1 \ a I C6.4 FUTURE DAYSPRING PHASE C62 ALLEY G PUBL SUBDIVISION J NO. 200 IUf) I Q 3 A I J 1 HLOCK 06 BLOCK 09 ¢ ❑ Z \ _ W 3 �° - 0 ❑9 ® ❑7 ❑ ❑ ❑ 3C o cn 29C Z 00 FUTURE c~n W COLWALL ST I NOT A Q N FH 4.03 W5 C6.6 PART I I I I 115 LF-6" I I I I _ I PHASE J � I s2 I S2 I S2 I s2 I s2 I s2 J w s2 I � A I C6.5 � C6.6 a Z 00 STA. 10+63 STA. 10+93 STA. 11+26 STA. 11+59 STA. 11+92 STA. 12+25 STA. 12+58 J ' ~} r J W 1 < W5 FH 4.05 C6.5 Q C6.3 J a LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' o w LEN. 31' 8 LF-6" z ¢" } ❑ v INV. 2534.7 INV. 2534.9 INV. 2534.8 INV. 2534.3 INV. 2533.9 INV. 2533.7 INV. 2533.5 S7 S8sn V' v / W8 W�W1 W� W1 W6 I W6 r�Wi W6 I W� W2 17.5' °D FUTURE I ❑ Z a) W4 48 LF W6 PHASE o ; ) O O DAYSPRING I M„8 M.9 w �z- 9 M„8 M. M.9 M.9 .8 Z C O O I I cn o W 96 LF w w cn 23 LF 'n (n cn 122 LF 90• 0 10 LF W7 I o o ALLEY H SUBDIVISION NO. 1 I 1 o W9 N 11 ❑ W3 I 12 ALLEY E (PUBLIC) 13 a `� I M (PUBLIC) 14 N 1 � ss�a o ss„a r, �' w JIB-< rn 55.9�< ss.9 < cn TI U) .9 s o I ❑ � � Ob �` - - SHEET INDEX N x 95' t S1 SSMH 4.05 �o p S4 I EX. SSCO 1.02 S6 14C SS 4.01 Si 14C I %" N.T.S. ❑ w > S5 EX. SSMH 1.14 3 S1 SSMH 4.04 - - ❑ Z w 0 ~ I - - Id„r - Id"v 12 t7 - SSCO 4.01 S3 -ZNA N N BLOCK 17 m a BLOCK 16 _j ❑ 3 S J� - ❑ ❑ 00 13 C 3 C FUTURE o m °° 3 �I� - - - - PHASE n n n r M a;, 3 I SEWER KEYNOTES ❑ W _ `D W ALLEY B (PUBLIC) A I I S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. ❑ Z MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL 0 12 ❑ S ❑ 12 I WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. Z S2 4" SEWER SERVICE PER ISPWC SD-511 0 2% MINIMUM SLOPE W SEE SHEET C6.4 SEE SHEET C6.5 WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. S3 "T" TYPE CLEANOUT PER COM STD DWG S1. \ Q LO PLAN VIEW: ALLEY E (PUBLIC) S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. m o SCALE: 1" = 30' S5 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. S6 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. S7 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. 9 TEMPORARY SEWER AND WATER EASEMENT. 2545 2545 Z O co v WATER KEYNOTES ai n v �_ "'c� n � ,� W1 1" DOUBLE SERVICE CONNECTION WITH 3/" METER AND METER w C�N N C o +a'� N N o N (V N Cd rn rn o N SETTER PER COM STD DWG W1, W3, AND W6. rnNN II Uo II � N Ln p M II II ~ N N Z p �Oi Z Z 0 O N O O O N O N V) �'n z z z II ± ' - - r- II I� � � II o II W2 1" SINGLE SERVICE CONNECTION WITH Y4" METER AND METER N <., _ _ o ¢m > > PROPOSED GRADE N > > > co ~ C `" `" ~ II X �- co 0 �N II II X � > > w � z z d II z z z O +n 0 6 od z z =o o +oMd O SETTER PER COM STD DWG W1, W2, AND W6. w N z z z AT SEWER � � EXISTING GROUND N N> 4 +�,M - - 4 M N AT SEWER d II Z = N z z z d II z W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER a 2540 N N�00 m ~ N N � 2540 ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. � Cn� 0000 � m - - - - - - - - - - - - - - - Cn - - - - W4 8"x8" CROSS WITH 3-8" GATE VALVES AND THRUST BLOCKING co - - - - PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. r - - - U Z W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. Q > EX. 4"P/RR z W6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON w CROSSING SHEET C1.1. o Q o O 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W1 2. o > N bi 2535 2535 W8 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TOOf 8" C-900 WATER MAIN EXISTING 8" WATER LINE. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. EXISTING WATER MAIN TO PROTECT IN PLACE. H WA TER 0 O Q 0 C:) 0 2530 2530 J Z CD L._ _ Z z O U_ 0 _ o 00% U pNC ®� Q I g9 �F• $° Q 00 - Q u I z Q Q 102 L.F. 8" PVC @ 0.42% O Q co 2525 2525 Z uJ CD cc Q m EX. 8" PVC z J ! n N 0.42% I Q Z u'CD z 43 L.F. 8" PVC ® 0.40% I F_ Q FEET ! ) N 2520 2520 30 0 15 30 60 V QLiJ (J7 N GRAPHIC SCALE z I 1 inch = 30 ft. Horizontal w FEET z 3 0 1.5 3 6 In GRAPHIC SCALE DATE: SCALE: 2515 2515 1 inch = 3 ft. Vertical 06/04/26 AS NOTED 10 11 12 13 14 DESIGN: DRAWN: ALH JBS cc JOB NO.: FILE NAME: 0 PROFILE VIEW: ALLEY E (PUBLIC) 8066 8066-DS-S-SAN-6 PH04 /cn HORIZONTAL SCALE: 1" = 30' F. u VERTICAL SCALE: 1" = 3' NO. C6.3 j w / NOES 17 OF 23 Q m 2� aZ mr J ALLEY C PUBLIC � 4: Z DAYSPRING S�- �Z0 SUBDIVISION NO. 1 a ALLEY D rwQ (PUBLIC) W BOWMILLS DR P� W Q z m CD O U U FUTURE z C6.4 � DAYSPRING PHASE C6.2 ALLEY G PUBLIC ,C6.3 SUBDIVISION 1 /� J N0. 2 I (�J f)V► Q J a W u f Z W COLWALL ST C6.6 I PO RT 0 I C6.5 M C6.6 a Z 00 SEE SHEET C6.2 SEE SHEET C6.3 _ C6.5 z �r wm W 0 - - � 1- -F7 - - - ¢� C6.3 � <°, r • c • a z I _0`v 0 I Z Z � 3 FUTURE oZ I Oc, � OYHo=_ PHASE W BLOCK 17 N OO C: O 1C [2O4 6 7 8C 5 ?N -5 -' �N , LD - Cc: n aoSHEET INDEX O� > Nx N.T.S. W STA. 11+22 STA. 11+54 STA. 11+87 STA. 12+20 STA. 12+53 STA. 12+86 STA. 13+94 STA. 14+27 STA. 14+60 STA. 14+93 STA. 15+26 -CCJ 3 Zcj� to 3 LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' W4 FH 4.04 b < LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' ao Sao ® Z W C) 10 _ INV. 2533.3 INV. 2533.5 INV. 2533.7 INV. 2533.9 INV. 2534.1 INV. 2534.3 8 LF-6" _ INV. 2535.0 INV. 2535.1 INV. 2534.9 INV. 2534.8 INV. 2534.6 _ 12.0' Z 5 U O R E I W2 I W5 WS I W1 I W5 W5 I W1 I W5 WS W2 W2 I W5 WS I W1 I W5 W5 I W1 I WS • J a) PHASE O O O O O O O _ _ _ y Y1 W5 W3 i d W3 - 23 LF • 3 8"W 8"W 8 8"W "W 8"W 8"W 8"W -w Z 8 W 8"W 8"W W W BLOCK 08 M N 9 N (n 249 LFu) ( cn w (n cn 272 LF N N rn o _ LLEY G (PUBLIC) 180• w Q�_ - o oo _ V' O 10 11 `�' 3 12 3 = I-ss � 13 `� �� 14 33�' 15W6 - S 16 ❑jZi 8"SS > a"SS > 8" > > 8"sS S 8"SS- w► 8"SIS > 8"SS�> 8"SS 8"SS 8"SS S 3 W5 I °0 a i 9�' SSMH 4.01 S1 SSMH 4.03 I W6 W1 I I W6 W1 I I W6 W1 I S1 I W6 W1 I I W6 W1 I I W2 Z z w nnn t9 � n STA. 11+45 STA. 11+78 STA. 12+11 STA, 12+44 STA. 12+77 STA. 13+10 } STA. 13+91 STA. 14+24 STA. 14+57 STA. 14+90 STA. 15+23 Z ov LEN. 19' LEN. 19' LEN. 19' LEN. 19' LEN. 19' LEN. 19' W J w LEN. 19' LEN. 19' LEN. 19' LEN. 19' LEN. 19' N S © III III W z INV. 2533.5 INV. 2533.7 INV. 2533.9 INV. 2534.1 INV. 2534.3 INV. 2534.5 � INV. 2535.0 INV. 2535.1 INV. 2534.9 INV. 2534.8 INV. 2534.6 ao S2 S2 S2 S2 S2 S2 o Q S2 S2 62 S2 62 3 = \ Q to I I I I I I BLOCK 16 1 I I I I I L m 1C 1 �2 1 �4 ❑5 ❑6 ❑7 \ 8C ❑9 10 12 13 14c SEWER KEYNOTES S O S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. to MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. \ I to S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE ao i I i i i i i i i i i I k , WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. SEE SHEET C6.2 SEE SHEET C6.3 PLAN VIEW: ALLEY G (PUBLIC) SCALE: 1" = 30' WATER KEYNOTES 0- W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER Qr� SETTER PER COM STD DWG W1, W3, AND W6. w 0 W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER 2545 _ 2545 ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. w U-) Z W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. U-) rn -` m 0046 04 M M W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON co o N �� L SHEET C1.1. 00 04 �� �� O � � N W O 04 'N > o o � POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 a z z ;N ON SHEET C1.1. �� cNnc~n ao ao = � �� zz z Ld z +M PROPOSED GRADE � o Q o = -`NZ AT SEWER NN� �� m o 2540 N _ - 2540 Q0 Cn Cn�m EXISTING GROUND _ _ - - - O AT SEWER z o co - - - - - -- - - - - - - - - - - - - - CROSSING O • _ 2535 2535 Q Q 0 8" C-900 WATER MAIN - J Z 0 LL_ Z z U O z V Z - Q co 2530 2530 Q 0 Z C' 227 L.F. 8" Q � PVC ® 0.62% 0 cc O N __j w cn - w !! nn En 219 L.F. 8" PVC 1.18q V ® > Q Z z Z O FEETCD L.L 2525 2525 30 0 15 30 60 ~ Q V GRAPHIC SCALE Q Ld LLI 1 inch = 30 ft. Horizontal CD FEET 0 w 3 0 1.5 3 6 CD z En GRAPHIC SCALE 0 2520 I 2520 1 inch = 3 ft. Vertical DATE: SCALE: 10 11 12 13 14 15 16 06/04/26 jt AS NOTED DESIGN: DRAWN: o ALH JBS co PROFILE VIEW: ALLEY G (PUBLIC) JOB NO.: FILE NAME: 0 HORIZONTAL SCALE: 1" = 30' 8066 8066-DS-S-SAN-6 PH04 i VERTICAL SCALE: 1" = 3' co REF. C6■/� w [NO.: `T / NOES 18 OF 23 W U Q m 2� ALLEY C PUBLIC m J� 4: Z DAYSPRING r Z Z - 0 0 r SUBDIVISION NO. 1 z < iP '�� w �� � F' ALLEY D �"y S� �� Q (PUBLIC) W BOWMILLS DR P� W Q z m CD O U U - FUTURE z C6.4 � DAYSPRING PHASE C6 2 ALLEY G PUBLIC SUBDIVISION J SEE SHEET THIS SHEET — SEE SHEET C6.2 w C6.3 No. 2 J W A I - l < Q © z IN � Z I Z � BLOCK 16 W COLWALL ST p 3 C6.6 POART ❑ �_ 3 FUTURE v 1C I ❑2 I r ❑ I ❑ I ❑ I ❑ I ❑ I � io - - - co a0 PHASE Z C6.5 C6.6 a Z00 � w M _� TW I I I � w I I I I �r wm Lu 0 BLOCK 16 I I _ _ W3 FH 4.02 ,y o a C6.5 Q C6.3 n 10 LF 6, w z a ¢r I • C / 58.2' p - W3 FH 4.01 ILJ� T ❑5 I I QQ o LF-6" Z I Z a) 6�1 = _ _ - "PI 6"PI 9''PI 6 PI 6I � � � � � O 17.5' d FUTURE + \ S3 S4 W5 W1 I + 3 PHASE Q W N 3 9 W1 — � + BOO 1 W4 6.0' - - — — � Cfl z c00 59 LF 10 50 LF 8"w 8"W 60 LF 8"W — 8"W 157 LF 8"w 8"w s"w 80 LF 8"W 284 LFS"W U a; N nn„s I � a � Q I (/ 1) I N �n � W1 4, W5 W4 Gl n W4 W COLWALL ST Si SSMH 4.06 �J V • o cn op ❑ LO I I� o a _ u _ cn w SHEET INDEX O 4 9p° ^ o o I 33.1, �` - Wl '� I W III U N 10 1 N 11 a 1111 12 13 14 Z = N.T.S. Z � cp SS"8� ° I I 00 S 8"SS > 8"SS >�8"SS $"SS > 8"SS�> 8"SS S > 8"SS >—8"SS > 8"SS >- — U) — °o N ANTRIM � I I 9�° °°Ti IW4 U w Z w o S1 SSMH 4.06 m — — — a J — — H O Q a) ❑ I rn + Q J N u') � d J J I I SSCO 4.02 S2 Z 4"PI 4"PI �/ • M a I SSMH 4.07 S1 4"PI —4"Pi 4"PI PI —EP Z 10 O ❑ I 3 l�_ �_ _ Z °° FUTURE FUTURE W I PHASE PHASE Z - - - FUTURE ❑ Iw A a PHASE LO SEE SHEET THIS SHEET SEWER KEYNOTES CD PLAN VIEW: W COLWALL ST OLE PER ISPWC _ 5011. STA. 10+00 TO STA. 14+00 S1 MANHOLE SHALL THAVE RANS ECCENTRIC EWER HCONE WITH THE VERTICAL PLAN VIEW: N ANTRIM WAY SCALE: 1" = 30' WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. SCALE: 1" = 30' S2 "T" TYPE CLEANOUT PER COM STD DWG S1. S3 29' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. S4 TEMPORARY SEWER AND WATER EASEMENT. 2545 2545 Z w WATER KEYNOTES 0 .� W1 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER o co N N ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. Cd� N N (V (V W2 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. II N N o Ln z o N W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. _ N Z Z p +M Z Z 0 H N � N N > > > W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON 2545 2545 2540 N N II Z Z Z 2540 M d -- = SHEET C1.1. m C —= co (n (nEco00 � EXISTING GROUND r AT SEWER W5 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION z PER COM STD DWG W12. uj w I I a 3 v N — — — — — — — — — — — — — — — N CD CO C4 04 r N N Cq Un N (11 N N PROPOSED GRADE z o o z_ z_ =o04 Q 4" PIRR 12" C-900 STORM AT SEWER N �~ I CROSSING DRAIN CROSSING ,� 0 w 2540 `; Z Z Z +M 2540 2535 � 2535 N - - _ PROPOSED GRADE Cn Cn�00 0 o N z AT SEWER (n PLD cn <n U:ao 0 z DO - - 8" C-900 WATER MAIN 0 ° EXISTING GROUND O Q AT SEWER O Q 2535 't � — 2535 2530 Q U J Z 0 0 4" PIRR (� _ �D CROSSING Cn W L.L Z z WW f1Z0 O ❑ Z = J Q O 8° C-900 WATER MAIN = W Q Q Q Q O \ Q ch ZQ �co O /0 Q 2530 2530 2525 2525co z m J F- 0 Q c� 0 n 218 L.F. 8" PVC @ 0.42% 0 0 LL 366 L.F. 8" PVC ® 0.427. cn :Z cn Z z cn z CD ~ ~ 2525 2525 2520 2520 30 0 F 1 5 T 30 60 Q z GRAPHIC SCALE O Q �' LLI ------------- LLI 44 L.F. 8" PVC ® 0.42% U 1 inch = 30 ft. Horizontal o FEET 3 0 1.5 3 6 cn 0 GRAPHIC SCALE DATE: SCALE: 2520 2515 2515 os/o4/2s AS NOTED 2520 10 11 10 11 12 13 14 1 inch = 3 ft. Vertical o DESIGN: DRAWN: o ALH JBS 0 JOB NO.: FILE NAME: PROFILE VIEW: W COLWALL ST Soss 8066-DS-S-SAN-WAT-PH04 PROFILE VIEW: N ANTRIM WAY STA. 10+00 TO STA. 14+00 REF. u HORIZONTAL SCALE: 1" = 30' w HORIZONTAL SCALE: 1" = 30' C6.5 VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' NOES 19 OF 23 Z O F U a m ? k, 7 i MALLEY C PUBLIC m � rJ � DAYSPRING w � Z W co _ 0 CD r SUBDIVISION NO. 1 Z a v 't _ 0 rn P w � Q- c� ALLEY D I 0 "y S Q (PUBLIC) W BOWMILLS DR P� w a Q � z O m Z C) O U U SEE SHEET C6.3 FUTURE Z C6.4 => DAYSPRING PHASE SUBDIVISION I //��� J 1 I I I C6.2 ALLEY G PUBLIC w C6.3 NO. 2 I J Q L S ❑5 A � J Z Q x IeLocK 16 3 — _ _ _ DAYSPRING Z 8C ❑9 10 12 13 14C J SUBDIVISION N0. 2 I W COLWALL ST NOT A Q N I I I J w l I I AQ BLOCK 08 I I PART I :> I I a Z I � w 110 S C6.5 � C6.600 CD 12.0' A �} r J W 0 C6.5 Q C6.3 Q } • s N p N / z ¢ f0 6"PI 6" 1 6"PI 6"PI 6"PI N -2 z 1 Z �+ O LL o D I LW24 3C W3 CO I NOT A FUTURE r I } 0 Itt _ _ II W4 PART PHASE a ui N > O 0 284 LF 109 LF z . O O U Q 8•w s"w 8•w 8•w 8•w d e•w a'w I A"w a w A I j r, W COLWALL ST S1 SSMH 4.05 y W, r S4 EX. SSCO 2.01 I I N - N V F ' ° Q • w �0' 00 w - 0 s a"ss= z 15 1s I „ 18 s SHEET INDEX N(/) 8•ss A 8•ss a•ss 8•ss 8'ss 8•ss H 8T W • - 0 a)NTS. Lu M L SSMH2.0SW� Z 0 Z L_Q t U U J Ile 1— w m BLOCK 09 \ z I d N 4"PI 4"PI 4"PI 4"PI —4"PI 4"PI Q N N I \�/ / • IEP — — — — Q o Qo A IZ nnn Z ri J - W W I LO I Z W = Z Q � � Q PLAN VIEW: W COLWALL ST SEWER KEYNOTES m STA. 14+00 TO STA. 18+00 Si 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. SCALE: 1" = 30' MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. S2 EXISTING SEWER MAIN TO PROTECT IN PLACE. S3 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. S4 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO 2545 2545 CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. Z O w � w M cn U � O� N ii � O O Oi o 04 N WATER KEYNOTES 0) m O O + N 11 O N ON O N 15 - �_" N -"nN' z o +M 00� `N W1 8"x8" CROSS WITH 3-8" GATE VALVES AND THRUST BLOCKING n -N N N � x M z z u z z O PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. O +c6 Z Z O w LO K — — > > > EXISTING GROUND co - - �„ z z z �, > > > W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON 2540 AT SEWER m a 1 z z z _ 2540 SHEET C1.1. �_. - - - - - - - - - � �� � _ - - — — — — — — — — — — — — — — — — _ _ _ _ _ _ r W3 Cn REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO — — — EXISTING 8" WATER LINE. CONTRACTOR TO FIELD VERIFY SIZE "' AND LOCATION PRIOR TO CONSTRUCTION. r Z PROPOSED GRADE W4 EXISTING WATER MAIN TO PROTECT IN PLACE. Q > AT SEWER w EX. 6" PIRR o a CDX CROSSING o Z 4" PIRR m �0 CROSSING o 2535 N 2535 `° Ld EX. 8"GYATZ, � Z 8" C-900 WATER MAIN CDCD ° o 00 O Q + _ CO r- O Q p Q 2530 J Z o LL1 Cn = Z � z C/) : O O 0 Lu = F U Ln U) Q Q z CD 5 Q Q 0 co 2525 2525 m coD � m cc Q J V w N Z z 366 L,F. 8 PVC ® 0.42% o " J CD 118 L.F. 8" PVC ® 0.427. EX. 65 L.F. 8" PVC (� 0. FEET o 2520 42% 2520 30 0 15 30 60 Q N 1 U Ld Q cf) LLI GRAPHIC SCALE U z 1 inch = 30 ft. Horizontal FEET CD z 3 0 1.5 3 6 GRAPHIC SCALE DATE: SCALE: 2515 12515 1 inch = 3 ft. Vertical 06/04/26 AS NOTED 14 15 16 17 18 19 DESIGN: DRAWN: CD ALH JBS cc JOB NO.: FILE NAME: PROFILE VIEW: W COLWALL ST 8066 8066-DS-S-SM-6 PH04 STA. 14+00 TO STA. 18+00 REF. C6�6 u HORIZONTAL SCALE: 1" = 30' NO.: VERTICAL SCALE: 1" = 3' i NOES 20 OF 23 z 0 Q6 Q �O M \ LL_ _ O CD N P FEET J 40 0 20 40 I J S ^� ` I Z Lu y m _ GRAPHIC SCALE f �n FLa _ 1 inch = 40 ft. Horizontal Z I I I I I I I I I I I } �--- I I I I I I I I I I I � DAYSPRING m s = � ¢ LS_ � co a A SUBDIVISION N0. 1 �, rn 8'w a"W „ • - - - 4 I 4„PI 4„PI 4�I ro A 8"SS � Sw O Z N 2: O L a"ws WW �� O O (P o oW BOWMILLS DR „ �� I � o 9s > s"ss > 8„ss > $"ss > spss s N *'41 N16 \Ly ° 16 ' U O � (n 00 Lu N — � Z i H"PI 4 PI p 4"PI pl PI 4"PI 4"PI — °° Z uu 020 4 I 2 I 1 I I 1 I 16 I 1 I I 17 I 19 sc 6>'PI—< I► ` Z i I 1 I 16 I 1 I $ I • Q ) 10 1 KEYNOTES a 17 3 s O1 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. • I I BLOCK"17MO tO I 1C �3 ® �5 ❑6 ❑7 8C �9 10 11 12 13 14C 3, N I I O2 1422" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. Z M 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. ��- a 1 16 O W A I ® 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. Rn Z I I 18 I 0 V I I I 2 00 I O5 PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT 0 I I I I I I I I I I I I I I A LOW POINT OF PRESSURE IRRIGATION SYSTEM. Z a _ W s I N > I FUTURE m I 6 ® 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. PHASE 13 r — 90' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z s W s„w s w 8„w s w a W g 3 28 LF ° Os I a s w s w J11 BLOCK 08 ® 4" GATE VALVE WITH THRUST BLOCKING PER ISPWC m ALLEY G (PUBLIC) o NJ of SD-403. a � s > 8„ss � > 8"ss > � "ss > sass > s ss > ° s � > 8„ss > � MI I s � ❑7 I z � �'— -�— -�— _ _ j � 1 - I O9 6" GATE VALVE WITH THRUST BLOCKING PER ISPWC V O I —1— I 6 m - - A SD-403. a V) m 1� 00.� s 10 4"x4" TEE WITH 4"X6" REDUCER AND THRUST BLOCKING w © PER ISPWC SD-403. 11 4"x4" TEE WITH THRUST BLOCKING PER ISPWC SD-403. AQ - - BLOCK 16 12 6"x6" CROSS WITH 4" REDUCER AND THRUST BLOCKING 3 I I Q N O T A PER ISPWC SD-403. 1C �2 �3 �4 �5 © ❑7 8C �g 10 11 12 13 14C 00 N PART o `O I N 1 I z "13 4 BLIND FLANGE CONNECTED TO GATE VALVE.. Z 6" BLIND FLANGE. o I I I I I 16 r cn 6 F 9 2 1 1 I " I I I I I t o Cp j 15 MARK END OF IRRIGATION LINE. o 3 LF ��� 6 ° I I I I 1 I I 1 2 I 1 I 1 1 I 1 1 10 LF 8 l m 10 ® 3 z 15 14 12 _ 80 LF — 6 �, 1 J Lo I 16 EXISTING PRESSURE IRRIGATION MAIN TO PROTECT — g" I g" I 6"PI 442 LF s Y) IN PLACE. ® "P g"PI g"PI 8 — — 00 9 69 LF 4 — — — L _ ° ' 6 LF I 3C I I 17 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. s I 8" 'w aw s'w � 37 LF — s w s w s w s°w s"w s"W III s"W 8"w s„w A j 18 EXISTING PRESSURE IRRIGATION DRAIN VALVE TO Cn W COLWALL ST -'� 63 LF �� I PROTECT IN PLACE. co s°ss > 8"ss > s"ss > 8„ss _ �,r - , DAYSPRING SUBDIVISION N 0. 2 19 CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. w —s'ss > s'ss s"ss > a"ss > a"ss > s'ss s 'ss > s'ss > 8^ss .> o „ CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION. Q 37 LF 3 � g Z Of Q - --�� I ° J ® N ¢ 7 ,� © I =v I I + 20 CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. w N 58 LF 2 z BLOCK 09 16 I CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION. o ~a 117 LF 4"PI _� 170 LF 8 w m� 3 4"PI 4"PI 4"PI — 7C' LF= 21 LF 4"pl 4"P 4"PI 4"pl 4.P1 J� 17 N 0 0 w - - _ _ 5 LF 21 Q 29C 21 PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT 0 7 15 13 11 8 8 8 11 13 15 I 7 2 18 00 LOW POINT OF PRESSURE IRRIGATION SYSTEM. w 6 1 Q0 o I A N E ° co � N i FUTURE FUTURE _ ° PHASE PHASE I A I Q O o Q I � Z CD ICD z Z z 00 0 I O o ~ Q ch Q co w METER LID M ^ 24" CONCRETE PIPE, PVC � 00 � C° 0 PIPE, OR METER TUBco _ r^ w V ! cn LiJ `J,^ w cn PRESSURE IRRIGATION Z Z MAIN LINE cn CD O 1Y2 CURB O BALL VALVE NON-POTABLE TAG ~ Q LiJ V) w Ld LLI1Y" TAPPING SADDLE 0 8080 Q � w 6„ 0000000 18" MIN. Q z o000 w C 4" CRUSHED ROCK CHIPS z w 24„ En Q o DATE: SCALE: 06/04/26 1" = 40' DESIGN: DRAWN: 0 24„ ALH Jco BS IRRIGATION DRAIN DETAIL Job NO. FILE NAME: Q 806 8066-DS-S-PIRR-PH04 j NTS w NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN REF. (� ■ u THE PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. NO.: 1 _j i NOES 21 OF 2 3 z 0 U < M \ LL- _ O C`] r 0) �P w N P or FEET J 40 0 20 40 80 Z GRAPHIC SCALE W f 1 inch = 40 ft. Horizontal Z lZ w L2 000 Z 0 4 Z > — — —I a W 0 I I I I I I I I I I I I I I I I I I I I I W DAYSPRING c SUBDIVISION NO. 1 z u m - mI } CEO LLJ>- LU cj + Q � O O , a ALLEY D N o `� 00 L2 I 0 • ON (PUBLIC) L2 W BOWMILLS DR I Z LU a) L2 Z w 0 O J -C a Ln I . 3 I o I I I I I 1 p Z rn I I I I I I I I I I I I I N � W I BLOCK 17 L2 W I = Z I I I ® I L I m � Q — FUTURE PHASE m ALLEY G (PUBLIC) 0 — z W J-j - Q ❑ 6 I I I I I I I I I I I I I BLOCK 08 LIGHTING KEYNOTES o I I I I I I I I I I I I � � I � L1 TYPE 2 STREET LIGHT WITH IES TYPE II BLOCK 16 z NOT A LUMINAIRES PER CITY OF MERIDIAN 0 1C 0 0 04 05 © ❑7 8C 09 10 11 12 13 14C } PART SPECIFICATIONS. o Q L2 EXISTING STREET LIGHT. 0 z I I I I I I I I I I I I I ❑4 j J I I I I I I I I I I I I I Cn m uj CD 3C z L1 L1 L1 W COLWALL ST L1 DAYSPRING I o Q SUBDIVISION NO. 2 I o --- f + — Z + N Z J m BLOCK 09 J¢ 29C y I I O O Q Z Z 0 Z z I 1 0 0 = FUTURE PHASE I 0 (n CD Z j o — Q 0 o I _ o I I CD m 0 cn LL I W 0 Ld Z z cn CD Q � w 0 Q w v) 0 CD z w CD z En Q o DATE: SCALE: 06/04/26 1" = 40' DESIGN: DRAWN: 0 ALH JIBS co JOB NO.: )L066-Ds-S-UGl04 LE NAM Q 8066 0 i REF.u CQ. 1 N 0.: V w i SHEET 22 OF 23 z 0 U < M \� _ Ld O C� r 0) �P w Q N P FEET J 40 0 20 40 80 Z GRAPHIC SCALE W f 1 inch = 40 ft. Horizontal Z _ O N 4 Z 00 a — — — 1 W 0 � I I I I I I I I I I I W DAYSPRING SUBDIVISION NO. 1 — z m I >- C: O + + Q SIGNAGE NOTES o °o, _ _ _ 1. PRIOR TO INSTALLATION OF SIGNS, CONTACT ACHD INSPECTION TO +' a) N COORDINATE ALL SIGN LOCATIONS. (/�U Jam) ► N ALLEY D 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND V o to 00 OBTAIN A RIGHT OF WAY PERMIT PRIOR TO SIGN INSTALLATION. 0 (PUBLIC) W BOWMILLS DR I 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD V' Lu ; N STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGNPOSTS, VINYL ? w '� ~ ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND Z APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE O Z >+ MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. Q t CUSTOM MODIFICATIONS OF STREET SIGNS AND HARDWARE IS d -C S5 I PROHIBITED. 4. SIGN INSTALLATION SHALL BE IN CONFORMANCE WITH ISPWC SD-1130. • 3 77777�7F I I I I I I I I I I I I 0 10 Z ri I I I I I I s4 n� nnn� SIGNAGE KEYNOTES I I w II BLOCK 17 I - - S1 STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04. n n Z I 1C ❑3 �4 ❑5 © ❑7 8C �9 10 11 12 13 14C I ❑g I S2 TYPE II TERMINUS BARRICADE WITH KICK PLATE AT END OF SIDEWALK V' PER ISPWC SD-1132A (ACHD SUPPLEMENT). I I I I I I Z W S3 TYPE III TERMINUS BARRICADE PER ISPWC SD-1132B (ACHD SUPPLEMENT) I I I I I I I I WITH "THIS ROAD TO BE EXTENDED IN THE FUTURE" SIGN MOUNTED TO I I I I I I I I g I THE BARRICADE. \ Q I I I I I ❑ I S4 TYPE A NO PARKING FIRE LANE SIGN PER IFC 2018 APPENDIX D. m o S5 TYPE C NO PARKING FIRE LANE SIGN PER IFC 2018 APPENDIX D. Q FUTURE PHASE z S5 S4 m S6 PEDESTRIAN CROSSING SIGN W11-2 (30"x 30") MOUNTED OVER DIAGONAL �m ALLEY G (PUBLIC) S5 ❑7 DOWNWARD POINTING ARROW WARNING PLAQUE W16-7P. S4 uj z w — — STRIPING NOTES I I I I I I I I I I I I I © 1. STRIPING SHALL COMPLY WITH SECTION 1104 OF THE ISPWC AND THE I I I I I BLOCK 08 ACHD SUPPLEMENTAL PROVISIONS. I I I I I I I I r 2. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING, zo _ _ I EVEN IF NOT SHOWN ON THE PLAN. BLOCK 16 5 z I NOT A ❑ I PART o 1c ❑2 ❑3 ❑4 ❑5 © ❑7 8c ❑9 10 11 12 13 14c r STRIPING KEYNOTES Pi CROSSWALK MARKINGS PER ACHD TRAFFIC STRIPE DETAIL 18 OF z STANDARD DRAWINGS TS-1112.03. I I I I I I I I I I I I I r M s2S6 _ _ Cn S1 — z _ w CD — — I < S3 P1 DAYSPRING I bj ��� W COLWALL ST o Q s1 SUBDIVISION NO. 2 I o --- NO NO _ -, — — + PARKING PARKING w � � �1 BLOCK 09 I FIRE FIRE N Z S6 L-4 m I LANE LANE o - - - - Q a 29C ,�� , - y TYPE C TYPE A W11-2 C° S2 S3 S2 S3 I I U o I W16-7P O Q 0 Z � z � Q Z z z z FUTURE PHASE i I LLJ Q 0 0 C� J Q Q > Q Z CD 0 CD z m co o I V) n m V ' LL V cn W o' LL cn W V) Z cn CD 0 / W Q C/) w 0 0 C z w CD z z En Q o DATE: SCALE: 06/04/26 1" = 40' DESIGN: DRAWN: 0 ALH JBS co 0 JOB NO.: FILE NAME: Q 8066 8066-DS-S-SIGN-PH04 0 i REF. C 9. 1 u NO.: _j w / NOES 23 OF 23