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HomeMy WebLinkAboutConstruction Drawings z 0 F N C) _ R z c;�'�`� o w OU O y0 Z w oa DAYSPRING SUBDIVISION NO . 1 0� z 0 CDr oLd 0) �� _j z �v>v,' c'`P�Q 0 Q 0 IQ M RIDIAN IDAHO 01 _j 0D H __f�9 Uj GENERAL CITY OF MERIDIAN ROADWAY ACHD SHEET INDEX DAYSPRING SHEET N0. REF. N0. SHEET TITLE 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, C1.1 COVER SHEET Z STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN SUBDIVISION N077i: 1 SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS 2 C2.1 EXISTING CONDITIONS & DEMOLITION PLAN OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO WRITING BY THE DISTRICT. Q Z 000 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL - 3 C3.1 OVERALL GRADING PLAN W 1) TRANSPORTATION DEPARTMENT (ITCI THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTOR'S CLAIM . c' CONTROLLING STANDARDS OR SPECIFICATIONS. FOR ADDITIONAL COMPENSATION. W USTICK RD 4 C3.2 GRADING DETAILS ro 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT I 5 C4.1 STREET PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 14+50 Z DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION BM#2 6 a) N WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE SERVICES AT 208-387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. ® 6 C4.2 STREET PLAN AND PROFILE - DAYSPRING WAY STA. 14+50 TO STA. 18+00 5: O COULD BE ROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ®�� W vi 0 N 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE EE@JJJ m +' O 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, ck: 7 C4.3 STREET PLAN AND PROFILE - W MCMURTREY ST STA. 10+00 TO STA. 15+00 a c O O MERIDIAN ON SITE AT ALL TIMES. GRADE RINGS, MANHOLE RINGS AND LIDS. CC N v 8 C4.4 STREET PLAN AND PROFILE - W MCMURTREY ST STA. 15+00 TO STA. 20+00 N +� 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 Y U, Z CONFERENCE PRIOR TO START OF WORK. THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. v 9 C4.5 STREET PLAN AND PROFILE - W BOWMILLS DR STA. 10+00 TO STA. 14+50 a ° U �; O 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE _j N 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF CONTRACTOR BY THE OWNER. m o 0 C4.6 STREET PLAN AND PROFILE - W BOWMILLS DR STA. 14+50 TO STA. 18+50 w Z � i THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR z w NOTICE. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE o 11 C4.7 STREET PLAN AND PROFILE - N CORBIN AVE Z 0 CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER I • Z 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. AND POSSIBLE TERMINATION. 12 C4.8 STREET PLAN AND PROFILE - N PATNEY AVE THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. J t 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY / 13 C4.9 STREET PLAN AND PROFILE - ALLEY C (PUBLIC) d 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. ck: - 3 APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CIAS CR ® 14 C4.10 STREET PLAN AND PROFILE - ALLEY B (PUBLIC) • 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. 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 V' O SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 15 C4.11 STREET PLAN AND PROFILE - ALLEY A (PUBLIC) & ALLEY E (PUBLIC) nn 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 BE REQUIRED IN HIGH GROUNDWATER 16 C4.12 ROADWAY AND INTERSECTION DETAILS �I II- W BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. m LV PLACING OF ASPHALT PAVING. 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH z 17 C4.13 ROADWAY AND INTERSECTION DETAILS n n 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY SECTION 306 OF THE CURRENT EDITION OF ISPWC. v Z 18 C4.14 ROADWAY AND INTERSECTION DETAILS � 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 Z RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) - 9 C4.15 ROADWAY AND INTERSECTION DETAILS 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 20 C4.16 DRAINAGE DETAILS 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY ROADWAY DETAIL SHEET. APPROVAL IN WRITING PRIOR TO CONSTRUCTION. A. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. 21 C4.17 DRAINAGE DETAILSLn = z 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. _ 22 C4.18 DRAINAGE DETAILS m o ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY C. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM L W_LJ_LU 23 C4.19 DRAINAGE DETAILS 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. ® 24 C4.20 DRAINAGE DETAILS WATER OF MERIDIAN) F. STANDARD CATCH MANHOLE, ISPWC SD-611. 25 C4.21 DRAINAGE DETAILS 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 26 C4.22 DRAINAGE DETAILS 0 CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS PER ISPWC SPECIFICATIONS. 27 C5.1 PARKING LOT DETAIL TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. VICINITY MAP 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). SCALE: 1" = 1000' 28 C6.1 OVERALL UTILITY PLAN 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED 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 29 C6.2 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 15+00 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 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 30 C6.3 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 15+00 TO STA. 18+50 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) ND SECTION 430.02 PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE Of CB CATCH BASIN SS SANITARY SEWER 31 C6.4 UTILITY PLAN AND PROFILE - W MCMURTREY ST STA. 10+00 TO STA. 15+00 U SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS 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) o 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 32 C6.5 UTILITY PLAN AND PROFILE - W MCMURTREY ST STA. 15+00 TO STA. 19+50 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 33 C6.6 UTILITY PLAN AND PROFILE - W BOWMILLS DR 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 aw-1 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 34 C6.7 UTILITY PLAN AND PROFILE - ALLEY C (PUBLIC) J" REBAR & CAP E: 2434378.1180 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 GWE GROUND WATER ELEVATION TRC TOP ROLLED CURB ULM L2 35 C6.8 UTILITY PLAN AND PROFILE - ALLEY B (PUBLIC) Q RULES (IDAPA 58.01.16) STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. IRR IRRIGATION VOL VOLUME ELEVATION =2536.52 N: 717738.5650 36 C6.9 UTILITY PLAN AND PROFILE - ALLEY E (PUBLIC) & N PATNEY AVE 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 CROSSES A STORM WATER TREATMENT FACILITY (LE. SEEPAGE BEDS, DRAINAGE swALEs). PAVEMENT REPAIR FROM UTILITY WORK (ACHD) ISPWC WORKS CONSTRUCTION WSE WATER SURFACE ELEVATION 37 C6.10 UTILITY PLAN AND PROFILE - ALLEY A (PUBLIC) & COMMERCIAL ENTRANCES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING PC POINT OF CURVE `D WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR MIN MINIMUM 38 C6.11 UTILITY PLAN AND PROFILE - ALLEY D (PUBLIC) & N CORBIN AVE SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND PCC POINT OF COMPOUND CURVE MAX MAXIMUM 39 C7.1 PRESSURE IRRIGATION PLAN THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD PIRR/PI PRESSURIZED IRRIGATION GI GRAVITY IRRIGATION CD Ld N SEWER (ClTY OF MERIDIAN) POLICY MANUAL. PT POINT OF TANGENCY VG VALLEY GUTTER 40 C8.1 STREET LIGHTING PLAN \ o 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. SD STORM DRAIN 41 C9.1 STREET SIGNAGE AND STRIPING PLANLO o 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 w > (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. LEGEND SEWER & WATER DEVELOPER No CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL J Q EXISTING SURVEY MONUMENTS CURB, GUTTER CITY OF MERIDIAN TOLL SOUTHWEST LLC 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 SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY TRAVEL LANE. AND SIDEWALK 33 E BROADAHOWAY AVE HANNAH SHURANCE � ® EXISTING BENCHMARK MERIDIAN, IDAHO 83642 3103 W. SHERYL DRIVE, SUITE 100 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 SECTION LINE -4"PI EXISTING 4" PRESSURE IRRIGATION PIPE PHONE: (208) 887-2211 MERIDIAN, IDAHO 83642 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 hshurance@tollbrothers.com H 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: (520) 870-4501 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 O 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE CONSTRUCTION BEGINS. - - - EASEMENT LINE -2455- MAJOR EXISTING CONTOURS SURVEYOR ENGINEER O Q Q WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER LAND SOLUTIONS ESE CONSULTANTS, INC. z p MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL STORM DRAIN (ACHD) FENCE - -2454- - MINOR EXISTING CONTOURS CLINT HANSEN, P.L.S ANNA HIRNING, P.E. > SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO - - EXISTING LOT LINE 2455 MAJOR PROPOSED CONTOURS 231 E. 5TH STREET, SUITE A 3103 W. SHERYL DRIVE, SUITE 100 RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER z 0 2455 MINOR PROPOSED CONTOURS MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 Z = RULES (IDAPA 58.01.16). 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE O PROPERTY BOUNDARY chansen@landsolutions.biz ahirning@eseconsultants.com TRACT NO. Q INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN ® WATER VALVE O 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. - - LOT LINE PHONE: (208) 288-2040 PHONE: (509) 850-4075 L1I V) O > SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). FIRE HYDRANT FAX: (208) 288-2557 _ 0 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION ROAD CENTERLINE W Q 0 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. O WATER WELL 5 p - - RIGHT-OF-WAY I - Q ROADWAY (CITY OF MERIDIAN) 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC ® DROP INLET (n 0 o SECTION 500, PART 3, SECTION 3.4. POWER POLE 10' PUBLIC UTILITY EASEMENT POWER IRRIGATION DISTRICTS 12 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. S. IOTH AVE STREET NAME IDAHO POWER CO. SETTLERS IRRIGATION DISTRICT m RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO C GUY WIRE ANCHOR D 0D i ANY CONSTRUCTION. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE 8"W 8" WATER MAIN ARLIN SMITH 1910 NORTH GARDEN STREET ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE I, SD-609 TYPE II OR 0 POWER METER _W ^ W W W- WATER SERVICE LINE 10790 W FRANKLIN RD BOISE, IDAHO 83706 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. > 3�: ABOVE THE PIPE ZONE. AREA LIGHT BOISE, IDAHO 83709 PHONE: (208) 344-2471 O n 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER �� SINGLE WATER SERVICE asmith@idahopower.com `J DE TRAFFIC SIGN (208) 388-6399 NAMPA & MERIDIAN IRRIGATION DISTRICT U z PRESSURIZED IRRIGATION (CITY OF MERIDIAN) AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE N0. 2. � MAIL BOX � DOUBLE WATER SERVICE .. j 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. 1503 1ST ST S - Z FIRE HYDRANT IRRIGATION MANHOLE NAMPA, IDAHO 83651 CD 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 N WATER VALVE WHICH IT IS BEING CONSTRUCTED. SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, STANDARD DRAWING NO. SD-301. ID TELEPHONE JUNCTION BOX PHONE: (208)466-7861 ® ►. WATER BLOW OFF ROADWAYS > 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 U 0 SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO SHALL BE INSTALLED WATER TIGHT. ® WATER SAMPLING STATION ADA COUNTY HIGHWAY DISTRICT / DEPARTMENT OF ENVIRONMENTAL QUALITY DEQ AND THE CITY OF MERIDIAN WATER DEPARTMENT. STREET LIGHT 5800 MEEKER AVE Q Lv ( ) 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. s a"ss 8" SANITARY SEWER MAIN BOISE, IDAHO 83713 cf) LLI "©^ GAS MARKER PHONE: 208 387-6100 0 0 0SANITARY SEWER MANHOLELLI -S S S S- SANITARY SEWER SERVICE LINE ( ) z CD ss SANITARY SEWER LINE W/ MANHOLE (D SANITARY SEWER MANHOLE 4"PI 4" PRESSURE IRRIGATION PIPE -W w w DOMESTIC WATER LINE s.PI 6" PRESSURE IRRIGATION PIPE PRESSURE IRRIGATION � T OVERHEAD TELEPHONE OR CABLE LINE DAYSPRING HOA Q Ae • a"PI 8" PRESSURE IRRIGATION PIPE DATE: SCALE: 0 Em 1 .I G GAS LINE 3103 W SHERYL DR o PRESSURE IRRIGATION SERVICE MERIDIAN, IDAHO 83642 01/12/2026 AS NOTED Know what's below. �� orlP OVERHEAD POWER LINE N PRESSURE IRRIGATION VALVE o Call before you dig. •� ti IRR GRAVITY IRRIGATION LINE ®CKD PRESSURE IRRIGATION AIR-VAC PHONE: (208) 424-0020 DESIGALH DRAWPDL o CALL 2 BUSINESS DAYS IN �. • •1 - - - - - - - - - - - - SUBSURFACE PIPE ❑ PRESSURE IRRIGATION DRAIN Q ADVANCE BEFORE YOU DIG, JOB NO.: FILE NAME: 0 GRADE, OR EXCAVATE FOR THE F EP EDGE OF PAVEMENT FLOW DIRECTION 8066 066-1)S-S-COVER-PHO EDGE OF GRAVEL ROAD REF. C 1 . 1 • , EG NO.: � MARKING OF UNDERGROUND ■ EXISTING BOTTOM OF DITCH w MEMBER UTILITIES LL NOES 1 OF 41 z 0 L) N U Z (7 2 ollJ y�o i o Z O CD � d NOT A PART NOTES x 6 2 20 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. — — 2-7 -w 8 18 15 (TYP.) 10 18 18 (TYP.) 10 _ _ _ 8 10 (TYP.) 18 15 5 (TYP.) 10 11 18 3 4 6 CONTRACTOR SHALL DETERMINE ACTUAL LOCATION, ELEVATION, AND SIZE OF ALL- 0 � — — — — — — EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.— HP W— �L �'S3� P —9H _OAS OHP GHP OH — yy — - - W USTICK RD 3 w w w w co w 2. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING SURVEY MONUMENTS AND Z PROPERTY PINS. SURVEY MONUMENTS AND PINS THAT ARE DISTURBED OR DESTROYED W _ _ - - DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED SURVEYOR. L� x T m �T T �— - - T —_ �_ T T T —r — -- — — oyo — - - - Z 15 AD X x T T O X 00 x� /� �- S.� � I KEYNOTES W 0 I x O1 EXISTING GRAVEL ACCESS ROAD TO BE REMOVED. x 9 8 13 1 \ / / r �/ m I I O2 EXISTING WATER MAIN AND VALVES TO PROTECT IN PLACE. ? u m � TI \ \ III Il I \ 3 EXISTING GRAVITY IRRIGATION PIPE TO PROTECT IN PLACE. W 04 O t � � o 0 4 EXISTING IRRIGATION DRAIN TO PROTECT IN PLACE. N D -L- � & I \ \ \ 5 EXISTING COMMUNICATION LINE TO PROTECT IN PLACE. (TYP.) 10 / O \ N 1 © EXISTING SURVEY MONUMENT/PIN TO PROTECT IN PLACE. RESET IF DISTURBED DURING U CONSTRUCTION. Z � j N II w Z i e < II 12 I 11 14 I 8 8 12 11 / I 1\\ \r, \\\ I O7 EXISTING CONCRETE CURB TO BE REMOVED. Z w 0 13 \ (�\ \\ -51 EXISTING UTILITY POLE TO BE REMOVED, COORDINATE W/ IDAHO POWER. • J t Io I Lx x x �� \ \ � 9 EXISTING OVERHEAD UTILITIES TO BE REMOVED, COORDINATE W IDAHO POWER.fm I � w I �� \\ 0 / v I I I 17 k yA \ ✓ 10 EXISTING TREES TO BE REMOVED. O 8 9 I \I \ Z M QTYP') 10 12 17 i6 19 , 11 EXISTING FENCE TO BE REMOVED. 160 P 12 EXISTING BUILDING TO BE REMOVED.�` W� EXISTING CONCRETE TO BE REMOVED. ? 12 ,6\ 11 14 EXISTING SILO TO BE REMOVED. n Z 12 9 13 / I \ �p0� aF� 15 EXISTING MAILBOX TO BE REMOVED. W a s \ x x �I --Z-x 1 6 \ 16 EXISTING HOSEBIB TO BE REMOVED. J z Q �'�� 17 EXISTING WELL TO BE DECOMMISSIONED (ABANDONED) IN ACCORDANCE WITH IDAPA m � � \ ,p 37.03.09 - WELL CONSTRUCTION STANDARD RULES. e l01O 18 SAWCUT EXISTING ASPHALT PER STREET PLAN SHEETS. ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. x I 19 EXISTING UTILITY POLE TO BE RELOCATED/REMOVED, COORDINATE W/ IDAHO POWER. EXISTING FIRE HYDRANT TO PROTECT IN PLACE. I 1 EXISTING COMMUNICATION LINE TO REMOVE/RELOCATE. � II- 11 \x�x� x x x- -x- X X x I � I II I o 1D / �� goo � � ;� I � g J ashW / I I w N NOT A I I PAR Iuj j II / II W NOT A PART w II I w N I J N I �Ah � II WI o CD Cn z II _ III Q � z O / I w U 0 OHP � Q � Q oc I S . ,8 w c� � m m R� II 0 II z � w En ►� _ _ _ _ _ / _ _ _ I � L�J � o cn cn / I X z Ld / I I V w FUTURE PHASECD / LLI z / En z / f N i II I I Iw DATE: SCALE: 01/12/2026 1" = 50' I V DESIGN: DRAWN: 0 FEET ALH PDL 0 50 0 25 50 100 JOB NO.: IfFILE NAME: 0 8066 8066-DS-S-DEMO-PH01 0 c GRAPHIC SCALE v' REF. No.: C2. 1 w 1 inch = 50 ft. Horizontal NOES 2 OF 41 z 0 L) N U zi w O 6O S L,,., o Q r+7 Z O C.0 >- rn � d P NOT A PART EARTHWORK QUANTITIES V. EARTHWORK QUANTITIES ARE BASE ON NEAT LINE CUT/FILL � W CUT: 2,300 CY �� \ a -253fY _ � - - - - � - W FP F12w w w W W _ J _ / FILL: 22,900 CY H \- - W USTICK RD �2538� W co W NET. 20,600 CY (FILL) Z W 15 AD 00 - �- -- -- -- -- -- -- -- f -- -- -- - - - - - -- \ / ►k- J' KEYNOTES W o 2C / 1 - / O LIMITS OF GRADING. F J I ��I I \ \ / I W �; • o goo a W I � I ❑ , \ 12 13 I . \\\\ l � j I �, " � N a I I \ \ \ \ \ II Z (n2! Ih I I D I \ \\ \ \\ ILI Z w o W I r ® I I 1 1 1\\\\\ \\\ w Z i ic I � M IEEPAG BED 1.1- `� \ Z M I I _ �G \ \ lZ W _ l m I I I I I BLOCK 02 I I I = OI ❑ ❑ ❑5 ❑4 3 I R I ys I UJI L U w of \ C� Z A R \ s BLOCK 01 W MCMURTREY ST - I - - `'' z I � S $ SEEPAGE D 1 ® Z D - o -11 C ��,�b� ZO m I m I �' 3 I 12 A ��� 0 PAD I I I D i ti /� h��� I - 2539.3 2539.4 �- _ - - ti " o PAD 53 a �o - - se�' - - - 2ss>� I I ❑g 2539.6 ��' 4-0-B 2539.7 by I ® D ° - - - - - - - - - v I - rr e I I e A I SEEPAGE BED 1.11 ° BLOCK 03 - - - - - - - - _ _ �� I PAD kg A I A FUTURE PHASE 1C I ti`' ,� 2539.9 I m PAD NOT A I I I ❑8 2540.1 ���� _ �,�$°' ° DOG PARK 6 I - - r I� I - - - - - - - - - - D �'' - - - AREA I w PA I I Q - - SEEPAGE BED 1.10 B ���o� I PAD I ° ti ,� ro 2540.3 I I LD Z �ss�o �s��i �ss� 2ss �ss� �ss� �sss 2ss8 �sss �sse �ss�, ro� a 2540.4 J ti�'o _ _ tih^�(A o w NOT A PART N - - 44 I m I I I \v Q 0 Am I I U PAD l a BLOCK 05i i �o�� a 6 PAD I 1 I I o / \ (�1 ' Z 2538.3 I PAD W I- PAD ti`' U �o 2540.4 n I `' 2538.5 Z © 2540.4 L I I I 3 1 4 1 5 1 I I I .:�\ � ® 6 7 8 9 10 11 Q I�� o I / \ I I ❑ I ❑ I ❑ I ❑ I ❑CIII❑ I ❑ I ❑ I � I � I / - - a M 0 I \ I C J BOCK 06 I 0 I Z I . I El PAD 1C I I I \ I PAD II 2540.3 2540.3 � �� � \ - � � �_ _ tih ❑ I I ��o -2538- �,.� ,50,�' I � 4 -353f� ❑ PAD tih ti I 1° II / - - ALLEY B PUBLIC 4 �,"� 2540.1 �.�� m I O ( )�- I o 2540.1 5� i - - ya 3s. _ II yI W I r� y A < 6'O 2s`Te jj 2S`�60 2s B 2S �S�jy` `j �e I I _ I ' PAD h�trt- �ry I ❑3 PAD j I Q Z ti 11 0 3 12539.9 5� 2540.0 ��o! w ° _�_ J \ PAD 536� PAD ly,�� ❑ ti - - �� ic. \ ��° BIORETENTION SWALE 1.4 Z z CD I I 12539.21 H s I I I❑ ❑ LCKIO i❑ I ® I2❑538.7 I I I , 6 ❑ PAD1C ` OO 1 o I I - I I I I I I I ❑J PAD ti`' 9ti I 2539.9 I U 0 I I ����� 2 2539.8Q R� I _ o - p Q c h ��yro0' yro6' �ro°o �roti' ° � ��\�ss>® 1 C ti`'� S3 Q 0 ,BRc I 1 W 60WMILLS OR _ BIORETENTION SWALE 1.5 ! ^ pj ce ALLEY D (PUBLIC) 1c �! V LLID s3 s3 LOC 04 J cn o Q Z � � Z ------ ----------------- BLOCK 08 -- ------ -- }------ w CD / II w a I I I \ \ TEMPORARY STORM U) � j I I U w DRAIN BASIN 1.11 0 > U J LLI W = TEMPORARY STORM C0 o CD FUTURE PHASE I I / I I W DRAIN BASIN 1.12 I 0 w I a I z i° Nil � I Q 0 En NI I I Iw DATE: SCALE: 01/12/2026 1" I III / \ I 111 DESIGN: DRAWN: o 0 FEET ALH PDL 0 50 0 25 50 100 JOB NO.: FILE NAME: 0 8066 8066-DS-S-GRAD-PH01 0 c cn GRAPHIC SCALE REF. C3. 1 u 1 inch = 50 ft. Horizontal (NO.: NOES 3 OF 41 z 0 L) 0 U z w w zo Q r+7 Ll- _ z O CO r w rn � d P 0 V. ol ( (uJ f )V) H W L� f Z 2.0 ROW 6.0' 5.0' 0.0' BUILDING PAD 20.0 ROW z Q Z 00 W 0 8.0' I � m LANDSCAPE z BUFFER FINISH GRADE } c x O STREET 3:1 MAX -y 2 00% ALLEY W N• : O 0 2y �757. 5 p O V) 00 Lu a) CV Z 2! H TYPICAL GRADING SECTION A-A Z w 0 N TS • Q a) J t a � 3 t9 0 Z ri W W Jvl C� 3.0' BUILDING PAD 3.0' 1.0' I I 1.0' Q Z I I LQ m o FINISH GRADE I BUILDING BUILDING PAD PAD 21 MAX 2:1 MAX TYPICAL GRADING SECTION B-B N TS z 0 U W BUILDING PAD Q m 20.0' R 22.0' 22.0' 22.0' R 20.0' 3.0' j 21.0' ROW N r w 10.0' 5.0' 6.0' 2.0' a I I I I I I I 8.0' o w LANDSCAPE N ~a o I FINISH GRADE I I I I I BUFFER o Lo PAID DING I I I I I 75= �% STREET w 4:1 MAX N 2:1 MAX i 0 0 TYPICAL GRADING SECTION C-C N TS E O 0 Q z z o z z CD J O O o Q U Q c I D LLJ C) Q ch Q0 CD m 0 0 7 o L //'1 En QLL V Q 7 L cn cn o a_ z Q v '^/ 0 U / Q � w C)0 0 z w / 0 z z cry 0 Q o DATE: SCALE: 01/12/2026 AS NOTED DESIGN: DRAWN: z ALH PDL / 0 JOB NO.: IfFILE NAME: Q 8066 8066-DS-S-GRAD-PH01 0 cn i REF.0.: C 3.2 w N / NOES 4 OF 41 Z N O F N U ^I _ \\ \ 0 w W USTICK RD -- o Q r+7 _ w Z C4.1 rn r o �vv, SAP�� Q z < N J O r � Z z I 10+16.75Z G\' I I SEE SHEET C5 1 FOR D 043 C4.4 Q 10 CA vN L2539.09 EG I E PARKING LOT DETAIL 2 m W MCMURTREY ST Z G\ � I 3 U 2C I i t i BLOCK 01 m m C4.11 > -< Lu Z 1z w Q Z Q 1 C z z 1.0+16.85 PC I !! I 27.0' I -1 - , a 02 a I O 2538.98 EG 9 _ 1 2 - I ! Lj n 13+17.85 PC 13+44.85 rr 1 C o D (7 ALLEY A Z Y I w ^ > U o U 2539.80 VC �- 13+44.85 PT o o i (PUBLIC) z M U I Az) o00 +� I o > > o > n > o > oo ?S I� _ P N o �.'7.2 N I a � C. + ^ NO-N' + o' o� �^ � �j �- 2539.65VC 1 2 C4.7 C4.8 a Ln W 0 3 U p N N M M N M I c+V w d > '? ` + l O W FUTURE N N N SO TRAP 1.1 O o c� U o 1 Iw I N N 6 N CO N �e 13+4991 ca a N PHASE C4.10 C4.9 • w I I I O + 4 253955 -0: I � N - �O AN MM00 00 Z L 0 n Z M,ZI -a > M„Z l C4.6 I E a) o ^ o Muz nn„ 4 SDMH 1.1A© 4 0- _ _ I I W BOWMILLS DR u } c O N 5 6 SDCB 1.1B n - o I ; 0 �_ C4.5 r o N N 8 5 N N DAYSPRING WAY + M„zi 4M a M Z1 C4.11 0 0 11+50.00 11+79.35 10 0 I I I 2538.29 VC 2538.43 VC o N N STA 13+31.35 N DAYSPRING WAY= FUTURE i w I I w I - I - STA 19+22.24 W MCMURTREY ST ++ N o 13+00 ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE N I R,$' 0 11+-0.00- 11+90.35 O o - /�S, + n N 0 D `O 2538.29 VC Dn 2538.55 VC :6 O - - o o ��J/ J`J/) � � 7 I ©SDMH 1.1C 11+79.35 _ 11+90.35 to "' SHEET INDEX cV o 2538.43 VC to SS 4 SS.,8 N 8"SS Z w .� N F p 25 2538.55 VC SS„0l < SS 0 L o >< SS 0l < N i N.T.S. w i I + M N n"ss _ - n + � 0 3 Sf o ` -SS 0 L < N 6 SDCB 1.1A o � N N � o N 4 SDMH 1.1B 6 �j 4 0 + F'� - - Z 106 C.1j -C 4nog la cn o � � > 1 > �� ?s�s�, A N-� o� KEYNOTES 3 n :_ o M 3 ®O o M n Ca0 (n U 9 X N O + M + N + NJ Lo ri W O O 01 Qj N /� ` 'S� n 3 I N I p �I] N + M- I�_o0 I� O 00 O W Oi J 00 7Y w10+16.55PC 9 N N N + � + uMi N � + M NVMi �� ° G� 1 2 _ 0 2s38.54 EG Id b N N N � ,^��� Id„v _ Id„v 1O 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD Z M W 10+16.52 -- --� Id"t 1 17 id„v SUPPLEMENT). I re 2538.65 EG -- -- -- I uj -- -- Icy 2s3a17 vc BLOCK 06 2O 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). n W ul) � r i I 18+58.77 PCC Z I I I� I 2539 VC w BLOCK 02 2s3s.os vc 18+51.29 PC ❑ ❑ I 3O 3' WIDE GRAVEL SHOULDER PER DETAIL SHEET C4.15. � I � 13 29 10 9 I 18+47.77 PCC n a Z 2539.00 vC 0 ® 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD LV I I ❑2 18+40.2 1 PT I I I I SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 a I I I I (ACHD SUPPLEMENT). L = Z SEE SHEET C4.4 SO RAISED MEDIAN WITH 6" VERTICAL CURB PER ISPWC SD-701A. Q © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, m PLAN VIEW: N DAYSPRING WAY SHEET C4.16. STA. 10+00 TO STA. 14+50 O SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC SCALE: 1" = 30' FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.12. SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. ® MEDIAN PEDESTRIAN RAMP PER DETAIL SHEET C4.12 WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). 9O 5' WIDE ASPHALT PATH CONNECTION. Z O U 2550 2550 (n w 0 a Cn m LOW PONT STA = 11+50.00 II v= LOW PC NT ELEV = 2537.89 PVI STA = 11+59.56 r w 2545 - "uj 2545 a N.D. = 1.62% O K = 30.88 o CD -It 50.00' VC o M o ? aj o rn O M Wcli CD ONE rn � rn `� r-i II II ? LO Ln II NN o N0) I h �+ �+ rnLd + �>w � of-ItII W L N V7 W w I N IILLJIn vQi wN co N 00M ~ F-Fao rn°° � mNw PROPOSED GRAD o E Uzo +" w Cn ,M » Ar ROAD CD O 2540 ' ' ±LO ' ' _ c 1 z z L a � a C14z z z a Cm Cnn n� � � 0.50% 0.50% N - 00, cn cn Of 1.12% 0.75% U � 0.50% O _ _ LLI W Q Q \� - - - - - - - - ��^ - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ z LLJ z Q - - - - - - - - - �'- - - - - :5 W Uw li z 1-- EXISTING GR UND Q ~ O 2535 - 41 L.F. 12" 4" PI RR U o A6S NT' p,5bq, CROSSING Q - Q Z O > Q u H.G.L. @ Q o Q1oo=1.23 CFS V1oo=3.78 FPS z Q 0 D m i m Q 2530 2530 V F- ¢ Z Lq LLJ z CD a- z z V � � U Q � 0 w � p 0 CD Q = 2525 2525 FEET CD o o 0 N ON M M M � 30 0 15 30 60 z � N M R N a n n 00 � M M rj M N LO N N NN N N " GRAPHIC SCALE DATE: SCALE: 1 inch = 30 ft. Horizontal 01/12/2026 1"=60' 9+75 10+00 11+00 12+00 13+00 14+00 14+50 FEET DESIGN: DRAWN: CDcc 3 0 1.5 3 6 ALH PDL PROFILE VIEW: N DAYSPRING WAY JOB NO.: L66-DS-S-PROF-PHOI ILE NAME: STA. 10+00 TO STA. 14+50 GRAPHIC SCALE soss i HORIZONTAL SCALE: 1" = 30' 1 inch = 3 ft. Vertical REF. ��■ w VERTICAL SCALE: 1" = 3' NO.: NOES 5 OF 41 Z N O F N U ^I _ o S 'w W USTICK RD \ o Q r+7 U- _ -- -- w Z 0 W cry C4.1 rn r 0 ��� S�P Q Z 0 Q O a \ �6 O lf� Z / o �j 18+06.31 C4.3 z C4.4 I W END ROAWgy � NOT A W MCMURTREY ST Q LL► I I IMPROVEMENTS' � Z ROAD PART BLOCK 01 18+02.33 PT END � LLj C4.11 w Q Lu (u Z 2538.69 VC MPROV-33 PT > Lu j C ° 4 18+02.33 P7 Q Lij r ' I 2538.54 VC 2538.69 VC 4 N m U Z CO) ° ° ° 17+71.98 2538.06 VC < a 0 ° 2538.55 VC BLOCK 07 ALLEY A II�� Q 17+71.98 - ° 17+70.56 PC I z �' � 2s3sss vc 1C 5 I I � (PUBLIC) z ' M o _ °_ o ° ° ° ° ° ° ° ° 117+68.29 2538.56 VC 17+70.56 PC \ E T U R E O I C4.2 a1 2 PC 2538.58 VC (',4,7 C4.8 Z00 rn �? o °2,6x 17+m4.79 PT PHASE o FUTUREAL W _N r. of rn o > oo c� `sad p�� c�� n a > a > �9��� 3 ^�.m a > 3 z � PHASE C4.10 C4.9 cd + n +oo .n N N n M N oo0 oo M n N n a0 C4.6 N N Z w N I I W BOWMILLS DR } � 0 I 12'w _ 3 ��o �o C4.5 C4.11 c 0 0 15+00 12"W -- 12"W a 12"W ° FUTURE 7 SDCB 1.38 STA 17+01.14 N 04Y WRING WAY= ° L _ N DAYSPRING WAY 16+DO o o STA 7+21.79 BOWMILLS DR 17+ 0 3 ° 8 0018+ 0.66 ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE /� � ±' N 8"SS yh ai au �ce N - 8 sc SDCB 1N aco N S ace 3m a P ¢ I/ °S SHEET INDEX Ov u 04 o LU 0iN.T.S. Z u 0 - W o; a N a-;r,_C� +- Z 1 cti, �/¢W M rn N-GI od iM oo > OO N W N W M ri ao + + od n Q oo o0 M 00_ + 00 T �� 0_' N O W Oi a op �O cp\ t0 + r7 + + M O CL+ M N N N n n n w� N N N 3 /� N W N J \ 2539.01 VC n a N -2539.04 VC ' 9 16+92.93 GB m 16+193.25 GB 5 KEYNOTES 7 Ia 2539.16 VC N ` 2539.16 VC 16+78.79 PC O 16+78.79 PT J I O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). n Z M C 14' BLOCK 06 3 3 BLOCK 08 / 6 lcd.t' CD2 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 ACHD SUPPLEMENT. I - - I Lu ❑7 1d 3 O 5Lu ' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) / 5 I I // EU TU RE WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). �nn C/ ' / ® 1d t 16+39.6 VC 4 A 251.E+3 vc PHASE ® CONSTRUCT BIORETENTION SWALE PER ACHD BMP30, AND DETAIL, SHEET C4.22. �I �- W 16+39.63 16+39.63 / 3 - �I I� TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C4.22. SEE SHEET C4.6 0 TEMPORARY STORM DRAIN EASEMENT. = Z a � � Q PLAN VIEW: N DAYSPRING WAY O 0RMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C4 m Of STA. 14+50 TO STA. 18+00 ® 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD SCALE: 1" = 30' SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.13. BE 6" THICK. O9 TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES, INC. (OR APPROVED EQUAL). INSTALL PER MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. Z O 2550 2550 0 w 0 LOW POINT STA 15+50.00 LOW POINT ELEV = 2538.18 a PVI STA = 1 +44.98 PVI ELEV = 2538.10 m A.D. = 1. 5% v= K = 39. 5 II 50.00' C } z LO 0 2545 a _ + r 00 N J N U 06 of `" w Q + � + 0 }o 00 � L LL � N Q > r r N N m � 00 wII II II II z N C CDo = w ¢ > > �� rN + N � N � J I c� W N w ocv II II �z� II II II w U > W Of LO w = � � 5 > Q�aw � J o U N w as W ��v~iw En PROPOSED GRADE N N 'Cl- z s OO N W � a 2540 0.75% - - - 0.50% 0.45% 00 - - - - - EXISTING GROUND AT ROAD I p Z pA" DIDD � p z 2535 CROSSING 2535 c _ U 0 12" C-900 STORM Q O V) U � DRAIN CROSSING Q + \ Q o Z /Q Q U'7 Q Z Q m `° Q � D m i _j CJ) Q 2530 2530 � Q 0 w Z LLJ cn z CD Z z V) Z Of U Q Cn 0 w p 0 CD 2525 2525 Q FEET z ram, as r o M 00 1 � 30 0 15 30 60 Z 0 ro R N N N In LO N N N N N N N GRAPHIC SCALE DATE: SCALE: 1 inch = 30 ft. Horizontal 01/12/2026 1"=60' 14+50 15+00 16+00 17+00 18+00 18+50 FEET DESIGN: DRAWN: 0 3 0 1.5 3 6 ALH PDL cc I PROFILE VIEW: N DAYSPRING WAY JOB NO.: LFILE NAME: STA. 14+50 TO STA. 18+00 8066 66-DS-S-PROF-PH01 j HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 0 1 inch = 3 ft. Vertical REF. A VERTICAL SCALE: 1" = 3' `F o NO.: w NOES 6 OF 41 Z N O F N U ^I _ W USTICK RD \ \ o Q N7 _ -- -- LL Z W cry C4.1 o ,� w rn r o �vv, SAP�� Q I 9y o 0- d < I I I � to N J o W W R I I O+ < I Ln � in BLOCK 02 - U C4.3 C4.4 Z J k W a ❑ I © I END ROADWAY 5 i I(j) W W MCMURTREY S IMPROVEMENTS ❑ 10+05.00 GB W W N.-N + � OU+ NU 12+73.96G5 B VC ` II o IIIU= (=n C4.11 END ROADWAY 2538.23 VC ozQ >a- I u W IMPROVEMENTS SDMH 1.11E 7 SDCB110+05.00 GB .11E0 w 2538.23 VC 10+07.50 02w Q(DDCB 1.11E 2538.25 VC � ALLEY A O 1o+lsso Pr o c EP ° Z aQ (PUBLIC)2538.35 VC a 1 2 8 (TYP.) 2538.25VC GB ° C ` m aW °° 1o+1s.s2 o12oo cji�M+ ± P , > O� .O M o 10+16.90PC 8.41 VC O + °MO° > •N U W 00N(0 2538.3> ift I i N N FUTURE on - M - O U � InI q PHASE 04.10 •� 10 I • b I 8 cn M N ` N a N c+ N IILJI� .n v Z C) SDCB 1.128© STA 11+30.04 W MCMURTREY ST= a W BOWMILLS DR s CID rJ STA 10+30.00 ALLEY A(PUBLIC) P O SDCB 1.11DO } 0 10+00 W 8 W 8„w 8"W ��' I� - h - 11+00 8"w „w 1 I • 8"w s � � W cv - -- - + - 12+00 - w -, 4 7 DMH 1.11C 13+60 4 8 w �- 8»s � C4,5 O O _ o o b 4 cr 15 C4.11 q 0 p 4 5 4 W MCMURTREY ST STA 12+94.24 W MCMURTREY ST= o -� - Y FUTURE ra ' s S 8"SS > 8"sS-�-> "ss-p S STA 10+48.90 N CORBIN AVE SDMH 1.11D 7 `� N ^ +, SDCB 1.12A 6 0 �, cr �� ^- s > 8"ss ->-01. 8"Ss > ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE N +, N D D- SDCB 1.11C 7 4 O • cn 00 D 0 SHEET INDEX 0 a) o +74.71 GB T a c U 10 o 10+74.69 GB » U ¢z > w > a co ceQ538.22 VC LJJ N o 0 0 G0 >. n >_a ^ 2538.22 RC ham n a n n n M g O j c0 N p O co I' .y •mU' U•� O O N�-� M 00 aOXM Oi d U U U d U N > �['i uj N > H > N.T.S. Z W o u� PK M O�n O N + M JG O O�00 O �p m (D W-+ MGM > ^ >� />� >�^ a0�M Oi CIi��Pi Oi W U O a} Z 0 + M + M 1=1+ M N X�6 a�0 006 N M + M +M .M+- .M- N M Cn p ^ fo M + M }M + M a M-N >- O ZOO N^O u' / MN NN � � cV u'1 4 10+79.84 GB M � MM +M }rNi � N ^ � fu'] � '� aN nM '"N O Q N +N + M N N I t C6 �!]O6 O •cq I��+ + M N NJ N + M Iri N I 10+68.00 PT EP 10+68.00 PC 1 2 2538.13 RC 1 2 N N I I Is 2537.98 VC 3 2538.27 VC 10+90.71 PCC d (n 3 C.) 10+90.71 PCC o 2537.82 VC 1C I • I J END ROADWAY C M END ROADWAY m IMPROVEMENTS 2537.90 VC + IMPROVEMENTS � 10+72.97 10+98.07 PC 10+98.07 PT KEYNOTES _ 8 8 10+72.98 �� rn 2537.90 RC 2537.65 VC o 2537.65 VC Z 0 6 2537.58 RC Q o I [LFU] UJI o a O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). u FUTURE FUTURE I I m A BLOCK 03 I 12 I w ❑ 2O 10' WIDE BRICK PAVER SIDEWALK PER DETAIL, SHEET C4.15. Z PHASE PHASE 11+30.84 O 11+30.84 13 g 2537.10 I U I 2 nIu L JnL Jn I 0 Z L-a:" � ® 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WI Z O 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB.I L SEE SHEET C4.7 WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). OS 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). J z PLAN VIEW: W MCMURTREY ST O OEEM TE0R FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, SHEET C4 ° o STA. 10+00 TO STA. 15+00 7 STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, SCALE: 1" = 30' O SHEET C4.21. FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.13. ® 4'x8' TREE GRATE. SEE LANDSCAPE PLANS FOR DETAILS. Z O 2550 2550 w 0 HIGH POINT STA = 14+44.82 HIGH POINT ELEV 2539.36 PVI STA = 14 43.75 PVI ELEV = 2139.42 m A.D. = -1. 4% K = 13.5 cr> z 2545 2545 r W LO Ln _ C' N J .Z.i.Wi �Q N (fl O w m �Z Z M r.) H d O O) O m Lq + Lf7 N Q r7 U o 00 OQ '� '� N �8N ti SriM + N II II II II \ LQ N O > U r 00 C'\y NLf' N II w7 Z d� LMC) M M N Q > > O M LLJ N O J O M U LO N Z Z O N �O 0, N M O) N N N II " N -J LLj N W + N ON W c0 c0 O � � Q^ � 00� - - O � Nrn m p� II II Orri W > O CO '� N + N O r� + N O± N NL�A » > N �� II " +a6 Z Z O � J > O �.,� r O _ (V Z Z Z + + > � > > > N CO W d W W N II II Cyr Q O O Lr+ p0 II � ¢ II NOF- J NZZ Z II N > o+ N II II ± II ' " > o N N N cn w PROPOSED GRADE d u m CL N c~i� w II O II II II +LLJO+Q W cncn� � � � cn QQ o �2�N NO O Q w >Ld Q w � �� � ��5 5 AT ROAD cn cn of � � V) 2540 5; 5- Qw w cnw ¢ w Nw � �55 w + c~nw z 555 � w 55 1.00% cncna � L(' w � � � � � 0.50% 0.84% � 1-- O 0.50% U) W _ 1.36� 0.50% 1.02% 61 L.F. 12" W m Q 0 Q 0.50% Z p Q / �� 0.50% ADS HP 01.35% J (/) W Z - _/ ICI 1 EXISTING AT ROADGROUND � W L� z 1 /\ - - - - - - - - - - - - - - - - - - - - - - - Q O z C 2535 - 1 / - - - - - - - - - _ _ __- - - - - - - - - - - - - - - - - _ O Q U `1 0 1� � 6" PIRR CROSSING G.L. © + \ Q 4 PIRRCROSSI G Q100=0. 2 CFS C° M Q /_ 12" C-900 STORM V1o0=3 61 FPS z Q Q Q DRAIN CROSSING Q 6" PIRR m �0 C ROSSING z � `O Q m 03 F- m Q 2530 2530 F- !^ ~ � w _ u' ZCD w z Z (� w w w o 2525 - 2525 w i z OR °O o o * o o 00 rn FEET Ln rri Sri ri vi a6 u oNQ Lri of 06 30 0 15 30 60 k.>- N N N N N N N N N N N CV Q GRAPHIC SCALE DATE: SCALE: I 10+00 11+00 12+00 13+00 14+00 15+00 01/12/2026 1"=60' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: cc PROFILE VIEW: W MCMURTREY ST 3 o F1.5 3 6 ALH PDL JOB NO.: LFILE NAME: 0 STA. 10+00 TO STA. 15+00 8066 66-DS-S-PROF-PH01 j HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE . VERTICAL SCALE: 1" = 3' REF 1 inch = 3 ft. Vertical REFNO.: C'/�T■ w NOES 7 OF 41 Z N O F N U ^I _ W USTICK RD \ \ o Q r+7 _ -- -- � Z W cry C4.1 w SEE SHEET C4.1 Q 0 ��� S�P��- Q P� + I i a o Z y�oT Q ICI Q N \\ J O I o V Q 12+50.00 12+50.00 W (j I BLOCK 02 i I BLOCK 02 I 2538ss vc A 2s38.7s vc C4,3 z \ J Iz = Z ❑ END IMPROVEMENTS NTS I I a I ¢ I BLOCK 01 W MCMURTREY ST � - I END ROADWAY Z J 10+05.00 GB w IMPROVEMENTS n Lu w = I 2537.84 VC 1 C w > w 10+05.00 GB SDMH i1.8C 5 o Z > ¢ Lll V 2537.84 VC I oo SDCB 1.8D O w Q O SDCB 1.8C rt + 10+07.50 I ¢ r 10+07.50 CEP Cn 02 2537.86 VC I I N z ~ I Z I I 12+89.35 PC 12+86.00 PT 12+86.00 PC ¢ ALLEY A °- I N 12+87.85 PT _ O 10+16.90 PT M Mid2537.86 VC 2537.96 VC ' " o > rn > 2539.25 VC 253i.74VC 2539.77 VC 2539.26 VC °� (PUBLIC) Z apU 1 2 > � U a > �,> O � Im c o a � 10+16.90PC a > � rnn � C, 1 2 7 TYP. O > a > c U �d C� F� CV W �0 + � Oe- N � ( ) OpN OO U > Kn_ G ~ I C4.8 C4.2 HO V O + ^ +06 + O 00 2 �"n253796 VC h J ao oSS63 x OL J > OFUTURECO 9 � O �M1j1 c� c� C4.7} N-15+72.77 GB �x ja• a N .- N N -} � � !�, 6 M N 3 '` 5� o �n wo W � 2538.50 VC i I 6��� N N V) 1J� n M- � PHASE C4.1� C4.9 • o R Oa 2p' n�30' 5 SDCB 1.8F 3 �O STA 17+45.74 W MCMURTREY ST= Z TWO STA 10+30.00 ALLEY C(PUBLIC) C4.6 I V W BOWMILLS DR u SDCB 1.86 S N OO 8 W - STAR10+48.90 N PATNEYTRE ST= 8 1 +00 W cs V _ 17+00 B..W 8"W 8"W 8"W � `��„W W 3 I } �. 3 W MCMURTREY ST 1s+oo - - 19+0o A 19+66.74 o C4.5 C4.11 � 0 0 3 I 04 S SDMH 1.8D 3 � o, - - - I I FUTURE a" s S -8"sS > 8"SS -8"s S 4 8"ss > 8"ss > 8 SS-�- P' STA 19+Y2.24 W MCMURTREY ST= T ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE - N SDCB 1.8E D --S p SDMH 1.880 � S STA 13+31.35 N DAYSPRING WAY +_+SDCB 1.8A O O 41 �o I 3 R n N U) :3 �4 SHEET INDEX �U ° a 10+75.08 GB 3 �spx'ss 3 4'3 u 04 o > c a U >i > 2538.00 VC �� do >Lc> U >> U o sr a c> U a U to x c� 00 � w �� 0-� 000 ^ > �0 ? 6 "a- >_ �JG N + v ao Um 1 C j�-o � rn n p � N.T.S. Z � •i + n `c ,ri ^ + n + n L- \a e6 rn rn 5 00 _ �, ,y,�1 4 I 'PS'- C o N N > Z n n a ad a c6 ,n �T T + r� ri �ri J 8 ,(� u'l N + M + M O + M x b0 /i B W n O Oi `1' Oi a- I `� 10+90.70 PCC 10+90.70 PCC l�o n-o n + n u� �1 0 () I C M + o o + M 5x 3 ° n n n n O N � N � N "' R%�� 10+68.00PC N � m� 1C oo L , N � N � 2537.71 VC N N co 2537.68 VC 1 2 I i 11 C 1 2 10+68.)0 PT m 2538.95 VC 13+73.35 PT c m 6 1 3+74.85 PC J L 10+98,06 PC o 2538.83 VC � 2539.41 VC N 2537.50 VC + 10+98.06 PT 6 I CL -4"PI 4"pl 2539.40 VC /� d CO 2537.50 VC U 10+75.00 - o I 4"PI _ 4"PI - - 10+72.97 } 2538.53 RC BLOCK 01 M BLOCK 03 I 25J 08 RC uW� 253o8+.5B90.R0C0 V. O BLOCK 06 C KEYNOTES z r i I 10+90.50 Q O I v 12 Q II + n+oo.o0 10 O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). a 2538.74 RC t m 11+09.40 BLOCK 05 2538.83 RC W W 2537.41 VC I Q I 10 +13.00 A I - - I 0 2O 10' WIDE BRICK PAVER SIDEWALK PER DETAIL, SHEET C4.15. Rn Z tZ A 2538.95 RC - - I I z 11+4240 _ _ - _ 1 I 3O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD 712H (ACHD SUPPLEMENT) 14 n n s3Z,; Vc 11+ R L --I L L I I _N WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). II I-I I-I II W SEE SHEET C4.8 I ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). SEE SHEET C4.9 SEE SHEET C4.1 SO STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, = Z SHEET C4.18. Of PLAN VIEW: W MCMURTREY ST © 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. m STA. 15+00 TO STA. 20+00 70 4'x8' TREE GRATE. SEE LANDSCAPE PLANS FOR DETAILS. SCALE: 1" = JO' FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.12. Z II O �r F- r� � 2545 II ``'" 2545 w N U 00 v~i r m W W> W O U¢N r) CD� N��N r- � � .N..� r U � �Z N C6 M cp >wII p~+ � U r W � + + CV o 00 -1 °o Ln 1 71 7 0) aN C14r7 r7 N 0 ¢ to N O >N + , M O^ ~ sW ¢ �� c ~ �IIj WO~ uio II cn NJII mn Nconao N » N � I + +�; Z Z Zrn w PROPOSED GRADE ncnaw � N N � ioM ¢ I w ATROAD Q n r 2540 Cn �� � 2540 c~nc~nw 5 > 2.p0% 2.00q 100% 0,847. 0.45% o 0,89% N a .50% 0.50% o - - - - - - - - - - - - - - - - - - - - - - - � 43 L.F. 12" r - - - - - - - � - _ _ _ _ - - - - _ > ADS HP ® 2.36% wi o / - -EXISTING EXISTING GROUND N - - - - - \ AT ROAD CD O - - - - _ - - - 4" PIRR 2535 CD+ - - CROSSING ch LO12" C-900 STORM + DRAIN CROSSING O U Q 6" PIRR N O _ j CROSSI G Q O Q w = W Q1oo=0.42 CFS Q (n Z V100=4.74 FPS Z J c� L1J I 6" PIRR � V) o uj CROSSING Z Q I Q - 2530 cr_ _ O O V U Q z Q U Q M m Q DCn m co Q _ w Q 2525 - 2525 C' w c) Z uCD z w 3 I Cn ~ 0 N w Q w CD U z 2520 - 2520 w i z 00 N N c C14 ^ FEET Lq M M M M M 30 0 15 30 60 LO >- N N N N N N N N N CV Q GRAPHIC SCALE DATE: SCALE: I co 15+00 16+00 17+00 18+00 19+00 20+00 01/12/2026 1"=60' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD PROFILE VIEW: W MCMURTREY ST 3 o F15 3 6 ALH PDL JOB NO.: LFILE NAME: STA. 15+00 TO STA. 20+00 8066 66-DS-S-PROF-PH01 j HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE VERTICAL SCALE: 1" = 3' REF. C4�4 u 1 inch = 3 ft. Vertical NO.: w i NOES 8 OF 41 Z N O F N U ^I _ W USTICK RD \ \ o Q r+7 _ -- -- a Z W cry C4.1 -i w rn r o ��� SAP�Q Q I 9y o < d SEE SHEET C4.7 ❑2 ❑ I ❑ ❑ ® oQz \ O SEE SHEET C4.8 13+65.48 PCCPCC I_ 13+66.21 PCC 2537.92 VC VC 2537.89 VC 177 + �'313+73.38 PC Q 3+73.57 PT C4.4 2537s2vc 00 53792 VC Q 1 + 0 FUTURE 13+75.00 O .3 2537.62 VC _ W MCMURTREY S Z � Q 2537.93 C 1C257.93 VC 3+75.00 W U BLOCK 04 (0 LLJ ZPHASE I CAM BLOCK 05 W 14+00.00 6 7 Z0 LU Q w z a 2538.06 VC 14+00. ' o Z 14+06.40 0 N z z I Z 2538.06 VC I 0t77 V w oo Q- I Q 14+13.40 PT I I I + ALLEY A N rl I I I I I I I 14+13.40 PC oo - � °� I PUBLIC z Z co 14+19.90 PC 2538.13 VC rn > a rn 2538.16 VC 1 I ' '� ^ U 2537.81 VC - - I� N � c6 � ' � � � � � 1 2 110 Q o I C4.8 C4.2 a Z • rn > o ne�oe? na? - c! r� U eoc.� 7 14+25.48 GB + ao rn > oo > w > rn > 4"P6"PI00 N o 2538.19 VC ^ o m oo r, N r, v rn rn o ^ > rn > c� c� ? �32 c�^ 6PI-<+ n io ± ad ui o � � x CC W 0 FUTURE 4"PI +� N_+ �_+ rn + w + °' � N N > > >� > 1 2G 7 o N od a•L oo oo'I ad +o •- M M� M M4" I + MN 'N ad Noo ad 4"PI-+n + au 4"+ °�0_m 000 9p�9C 3 °^ o >�o c� 14+32.14 GB 1C PHASEo On u� M- I- G� 9 -n � n_ U C49 m C. m 2538.23 VC �l1� N N N N N N N N NO ��d N � N 3 2p, � �� I W BOWMILLS DR C4.6 } c s" O 12+00 W BOWMILLS DR OSDCB 1.98 STA 13+44.47 W BOWMILLS DR 8 W 8 W I C4.5 ' ALLF D A -00 10 3 4 11+0o N o - I- O o - 13+D O 3 STA 14+49.90 N PATNEY AVE 14+QQ C4.11 I x E O Q (PUBLIC) STA 10+41.47 W BOWMILLS DR = - -+ - I- - _ FUTURE O ' STA 14+49.90 N CORBIN AVE/ALLEY D (PUBLIC) OSDMH 1.9C O O I ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE R/ /�� 4; N v V 0 � 3 3 8"ss > s"ss > s"ss • o to 00 'a ©SDCB 1.9A SDMH 1.98 O oho 0 5 - - - - - - - - SHEET INDEX �, ° a R2�, LU Z a o n 14+67.65 GB D� - - - - N.T.S. _ - 2538.59 VC r o o_ > - ^ro o_o rn o ' o > > o > Z L.a N 4" > c> > > > c� c� ci W 14+79.90PT 3 � c�� > 9000d4c wand 4Froi � � � 4"PI orn ooa 4"PI m00 � " o � o n o N-4"PI 4"I o rn au > o 2533.60 VC 14+86.40 PC rn + + M + + + + M ad No � I rn-�- "PI 4"Plo N- 4"PI " ad O Z i tp aV � + M m ^ O + M FUTURE U d n a0 .`- N .- N .`- N N N N N N n N 7 ri M N > 25381 1 VC m+ M N + n � u� n I + o N 1 2 M N N a N PHASE - + E N^ 6 I 3 N END ROADWAY o END ROADWAY FUTURE i FUTURE o IMPROVEMENTS e O IMPROVEMENTS 1496•08 6• ??? VC 2538.638.6 6 V VC PHASE I PHASE I KEYNOTES Z M � C i I 1D 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). a I W 20 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). W 0D Z_ PLAN VIEW: W BOWMILLS DR 3O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) n 0 STA. 10+00 TO STA. 14+50 WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). 0 W SCALE: 1" = 30' ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEETS C4.14 & C4.15. 5O 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. J Z © STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, m o SHEET C4.19. 2550 2550 HIGH POINT STA = 11+25.83 HIGH POINT ELEV = 2538.85 PVI STA = 11+22.37 m PVI ELEV = 2538.95 A.D. = -2.50% K = 13.99 0 } 35.00' VC F- F J J 2545 a ^ 2545 O O 00 r7 Cc m W J Q + Ln + LCJ Q J Z N N v v J OL('j OII ON>II Q�ppN�z� I II oII II o+II II ��+ � Hj 0a�+i II OwII II II oII II II aII I I I I �zz ai 3Z NZ oII gnp+Zorn+ -0203 �>II 0000 00 00 O CD• 00 W W M W) � O000) 00 On J J O �N 4N r L O + Ln+ + N � 00 m � NN + N + N > NN N N Ln N ci � 1 04 mC � oUp - � ML O n Ln + I� m> + to N nwCn aw waw PROPOSED GRADE U w C4 rL- cw N LnW � �> S w Lnw AT ROAD ¢ w = II - - - � II = II � W + zaa z� 5 cncnaa � J � ¢ga � ¢ga QQ wa p � W- a j 5 S 5 5 (n W O F-- N(V (V m >0 - N N m 5 > U 2540 II N d a d a a a a - cn cn a cn W 00 cn a cn cn Ln a s 2540 cW� auj H J= (n W N 'a m 1.00% 1.50% 1.00q Lj.o07 2.00% 2.0 ! 0.50 o > 0.50%- - - -0.5-0%4 - - /\ / �N o o 01, - - - - - - - - - - - aw NN - - - - - - - - - - - - - - - - - - - - - - N0 2535LO O _ \ 6" PIRR EXISTING GROUND 0 L0 CROSSING AT ROAD U + Ll W C) Q Q H.G.L. 0 24 L.F. z CO ¢ Z - 4100=2.37 CIFS 12" ADS HP 2 LL1 (/) o V1oo=4.46 F S ® 0.50% H LU Z Z 0 0 Q O H 2530 - _ 0 Q- V) U 0 O Io o > Q U'7 Q CD p o m m v 2525 2525 !^ W Z o Z z z f- N w w 0 0 �' 0 z 2520 - 2520 m w CD 00 Ln Z6 Ln r� N � o rn FEET z `*: N M i"] Lq IR O o M cl� to road to a C6 ad co ri r a�aL�oi 00 00 30 0 15 30 60 LLnn LA LLnn uO Ln LO LLnn LA LMn L[5 it LM � N N (V N N N N N N N N N Q GRAPHIC SCALE DATE: SCALE: I 01/12/2o2s 1"=so' 9+50 10+00 11+00 12+00 13+00 14+00 14+50 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD PROFILE VIEW: W BOWMILLS DR 3 o FEET 3 6 ALH PDL JOB NO.: LFILE NAME: STA. 10+00 TO STA. 14+50 8066 66-DS-S-PROF-PH01 j HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE VERTICAL SCALE: 1" = 3' REF. 1 inch - 3 ft. Vertical C4L.5 c� - N 0.: w i NOES 9 OF 41 Z N O F N U ^I _ W USTICK RD \ \ o Q r+7 _ C4.1 o i '� w o Q 0 ��y SAP�� Q S Q P� d 7" C4.9 N J O U 13+54.5025i W *00 CO/BLOCK 059p6 Rc 2539'13 RC , , SEE SHEET C4.2 Z � Z ❑2 / /J // / `i/� /' � r o C4.3 C4.4 J i 13+g7 0� / ; I I W MCMURTREY ST Q tIJ J, .50 + l I T16+25.1Z PT o M Lu LLJ = 13+8g 5'3�,'87 RC � / / �� U�'-- 2538.69 VC I w Z /6"F21 +9g5o �' 25397Rc �1 it BLOCK 06 A I BLO1CK 01 C4.11 Q } U 3911 LAj 25 00 f, z I Z EE �/o 253�1.52C B Q +g 92 RC i 1 C N 02 o I O *h a 8s1 uc 2538 s.51 ALLEY A CV 1253449 pTR I N `� 6'p/ ` 16+54.64 PC 16+54.64 PT o i (PUBLIC) z Z M N v+/ 9.21 VC cc, _o> t m 2538.78 VC 2538.84 VC o o_ o � C4.7 C4.8 --R- C4.2 Q Z 00 3 O w a, or KPH a-16+63.13 GB 0L 0 a > wzLLLL] _ x� 6�"?a ^ 1 2 c) c) o c M c) rn o B G c) c) m c) FUTURE ai o Q of 2538.92 VC A 3 g� h� a > o o > 1 2 � � «i N M n + + , � I ~= `L6k6�\ N o a'nd n ¢ �- c) + + � � N pN I � � + �, + � 3Za > PHASE C4.10 C4.9 ..•nn N N N N N L i- h 5 15+00 �N� �� W g N I W BOWMILLS DR 04.6 =A } c O 0 3 > +� O $"wf + 8"w� 8"w 8"W C4.5 C4.11 vi o -8"ss STA 15+60.22 W BOWMILLS DR = o STA 17+21.79 W BO LLS DR = 7 NOT A FUTURE O � - STA 10+29.50 ALLEY E JPUBLIC) ,� W BOWMILLS DR 17+00 o STA 17+01.14 N DA ING WAY_ ALLEY D PUBLIC ALLEY E PUBLIC PHASE N o _ 5 - - - � M - I- - 0 1s+ o PART (PUBLIC) ( ) �, O d M M �^N 4 8"SS > 8/Ss > 8"ss W ° 8"SS � a SHEET INDEX u •• O � 0"/ U �a 7 1 2 / 18+06.31 V' N N� �U� ^ � 3 3 Z LL H + a �,� PI`^ ' �, m I N.T.S. _ cn •� .._< a _ W - 0 STA 14+92.97 W BOWMILLS DR = ti �� n h� 1 xs , O ni STA 14+31.00 ALLEY C(PUBLIC) ^ N 10+67 g7 3 41 �� 1I+28• >a c) > z a o • Z i 2539.E PT 10t82 25 73 GB'� �� > ¢g n > N Vl 2S aS Noi Mai 38.7g �n n o o�M � Q 6 66 VC 39.89 PC ao o +r� + M + m 3 17+34.03.VC Lqd m+ � o co Q / 6 EPA J VC4 p1 + r 1 2 <e n !o u� m n cd 0 0 253 6B + �+ o °° END Q N N N BLOCK 08- + M-� > 8.9E VC Nn N=N 1 2 w N iMP ROADWAY 6 N n o 17+47.64 PT 17+47.64 PC • 10+R-97MENTS a 10+67,48 6'p1 C + 2538.84`C A 2538.84 VC BLOCK 07 / FUTURE 2539.29 ??? �t n END ROADWAY END ROADWAY KEYNOTES Z_ M RC END RC IMPROVEMENTS IMPROVEMENTS 1C PHASE n iMPRO OADWAY ,` 17+58.34 EP 17+58.34 0) 10�MENTs 2538.79 vc -2538.79 VC 4. 1O 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD 2s3s.61 Rc o °� SUPPLEMENT). n n W o Z FUTURE I ® 0 4 � O 11 2O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). PHASE 8 o n 0 3O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD Z�I- Z 0 FUTURE / SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 Lu (ACHD SUPPLEMENT). SEE SHEET C4.2 PHASE J Z ® TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C4.22. PLAN VIEW: W BOWMILLS DR O 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). m o STA. 14+50 TO STA. 18+50 © 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. SCALE: 1" = 30' O CONSTRUCT BIORETENTION SWALE PER ACHD BMP30, AND DETAIL, SHEET C4.22. FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEETS C4.13 & C4.15. ® TEMPORARY STORM DRAIN EASEMENT. Z 0 o =- 2550 w LO o � LO HIGH POINT STA = 16+20.76 14 HIGH POINT ELEV = 2539.78 Q U PVI STA = 16+27.13 F- PVI ELEV = 2539.82 Cn W A.D. = -2.04% LLJ W K = 12.26 Z 2 25.00' VC J CO m w M W I U 1 U) U II Q r m + + � o� z Q ' ' Z 2545LLJ Q Cm CO w J� O J W W N ~ J ~ J O) Q 0 O O00 U J O N W N W N �]p OHO• F- O r'') LLJ ON0 Q� u j U 5 r) N � co N Q 4. II II m Q II �N N O II N Q � CIJ C6 0 J Q� + N �r II n+ NI r t z CD O II LO p + II II + + N + N N QLLj QLLJ �� NQ W N J _J Ljj w 0) ff.) Nw w n II �w II N CON > Nw w w wN NN o 0- W w AT ROAD d d WN N U, U)CLa > s z0- 5Q 2540 0 ``'-ELICL M 2540 LO 1.00% 1.54q r 2.00% 2.00q - -0.5D%� - - �.587- 0 O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 0 Q EXISTING GROUND Q g Q AT ROAD � w Z - 6 PIRR o CROSSING Z o O p z 2535 - 2535 _ 0 V) 0 0 C:) U'7 Q � Q Q 03 Q Q o v 2530 - 2530 !^ W Z o Z LLJ z z f- w w o p �' 0 z 2525 - 2525 m w CD i z o M � 00 Ln ccoo � o^ � '� FEET ao ad 06 ad 06 of ao 06 30 0 15 30 60 � L L � W) >_ N N N N N N N N N N Q DATE: SCALE: GRAPHIC SCALE 01/12/2026 1"=60' 14+50 15+00 16+00 17+00 18+00 18+50 1 inch = 30 ft. Horizontal DESIGN: DRAWN: o FEET 03 3 0 1.5 3 6 ALH PDL _j PROFILE VIEW: W BOWMILLS DR JOB NO.: LFILE NAME: Q 8066 66-DS-S-PROF-PH01 STA. 14+50 TO STA. 18+50 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 30' EF 1 inch - 3 ft. Vertical NOF. C4.6 u VERTICAL SCALE: 1" = 3' NOES 10 OF 41 Z N O F N U ^I _ W USTICK RD \ \ o Q r+7 _ -- -- w Z W cry C4.1 -i w rn r o ��� SAP�� Q I 9y o 0- d < N \ J O r \ z C4.3 � \ SEE SHEET C4.3 C4.4 J - �-I - - SEE SHEET C4.10 SEE SHEET C4.5 W MCMURTREY ST Q I i A I I I 11+39.87 -rF2" J11+++331,81 I (TYP.) 7 I I c> I C4.11 LLI a Z 2537.79 RC J 2537.79 RC _ � � _ 2538.97 VC 5897 VCW BLOCK 03 I11+14'I 0 d 11+14.00 -�- 11+25.97D N SDCB 1.11C© 11+25.83Z2538.89 VC �0 I O 3 0 mDMH 1.11D I 13 1C ❑ o m 2538.81 VC FUTURE ¢ o o 0 13+50.37 + } . JALLEY Ap 2538.88 VC °J 2538.89 VC I - _ 2537.68 RC J 2537,67 RC =� 538.83 VC PHASE I (PUBLIC) z 2 a ; 13+48.83 PC 13+50.37 7 7- - J 2538.80 VC I 10+92.00 11+04.87 p I a 10+92.00 - - 11+03.97 0 l m C4.7 C4.8 Z00 2539.07 VC _ O 253s.80 VC O 13+40.44 PCC 2538.91 VC I I I 2538.45 VC ± m 11±00.00 � W m > 13+45.83 PC o FUTURE o 2538.88 VC I 6 I 12538.4 7 c.> C4.9 • 13+23.95 GB 2539.03 VC a 2537.65 RC 2538.42 VC 2538.67 VC � PHASE C4.10 � � r m c.> M > m U`-' `--' 10+69.00 2537.33 RC 10+77.97 PT T a > u�o , I 13+37.44 PCC co U > o > N 10+77.97 PC Z 2537.72 VC 5 10+69.00 2 1 2538.61 VC i o N N d n N 2538.79 VC 2538 83 VC ^ o 1 2 > o 00 o > oo -c c� 10+61.50 PT - - o> - - > 10+65.97 GB L'4�j N Oa o M o w 13+19.03 GB 3 13+18.91 GB w M rn rn M n o ri ,� N o o ci c� + M 9 +I °D n n 0 2537.81 VC a > ^ o c + 0 o N I "9 0 0 o Imo-Id„9 -± �-Id„9+ + _ o N N a > C.D m c�i > n N + �' o > a > o' a> r m c.� I O W a..- .0+- N m U In •- Mom.- Mom- 6�� MAN M Id,9 I N Oi I� N O �n 10+61.50 PC o- ~ U ((�� W BOWMILLS DR U F-O > M-u[ t0 e7 °O M I� N) + O N M 1� _3 Z f0 W • N .O>�N N N N N N + �l') N V0 N ri-I� M '1 .0 M °D- �'J O W O <O N N)`, N N N W O M JG (G M + N ,i, _ NI M ¢ + (O +'� + N } p N N } � ^N C4.5 C4.11 � O o A I� M N M N 3 X�C1' .�h-M N_� 1 C N -' M _ FUTURE �DCB 1.11E p N ++ In N O + '`�'ti`'�' W� ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE � +' w N o Rnw M„8 c' <i1 3 p0 3CD SDce 1.11 6 0 `�ti c ' +� STA 10+48.90 N CORBIN AVE_ � N CORBIN AVE �� �� o • o 00 TA 12+94.24 W MCMURTREY ST11+0O O_ • -- _ o 0 12+00 M„g - ,a Mu8 3 H E E INDEX ° 3 M - -I - - 13+00 0 4 14+00 4 - nn„e 15+ 6. Lu > N I ;DMH 1.11E 6 DMH 1.11C �� n SDMH 1.118© o -I - - - N.T.S. Z to a aS o O'-as QZ as as o N STA 13+26,40 N CORBIN AVE= n 4 STA 10+41.47 W BOWMILLS DR/ALLEY D (PUBLIC) Z W 0 �O SDCB 1.11B© STA 10+29.50 ALLEY B (PUBLIC) Q _ 3 m - _ _ �� �O 3 • Z N ~m - - - - a n a U U r N U a. U > U Iy�O M iT (m.J U I� oD u"� OI,�-a V- DO > N } M U > > > > > V O_ V > W n O m U o°d o °Nd `o °'n6 o > Id °D o �n c� c> •r o o a -o > > rn rn '� o I� > a c c m a z • O N d U-D- CJ O_ O p> N °p O O O - N_O o + > >d..9 0 .- Id„9-o °o n-Igo n-o °o->- o ir, o o W •- N O N O N n °O 2538.63 VC n O o in '"' n -Igo o >-I��.N-°o -+ "� d„9-�- d„9 M 12+69.57GB o + + n n � rn� o o + n + ' ern O >• Id„o 0o rn otw-■ [] , .`- N N N N eN- N N + N] N M I� ri O M O °O 7 e- N N {d U O > V _O N N N + M �j Of + N, 00 M") °p- �(O O) > O o_' ( M �DCB 1.11E 2538.41 VC A 2538.42 VC o o N N 2 � a L + n n O a+ KEYNOTES N N 1 2 .- N + �.'� � N � N r o + °o a? o w�� o• _ 12+48.04 PCC f~ 12+51.�4 PCC ^ `V 10+04.97 D I o EP N +M Oi 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). 2538.34 VC >- I 2538.36 VC 2538.44 VC 5 END ROADWAY N W 12+39.64 PT Lu W 12i42.64 PT a o 10+38.77 PC 2O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). Rn FUTURE I I I END ROADWAY IMPROVEMENTS 2538.77 VC �J</ Z BLOCK 02 0 U TU RE IMPROVEMENTS 00 PHASE 10+00.00 2538.40 RC FUTURE O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD �I I I 2538.08 RC ^ n n n �� PHASE SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 u W (ACHD SUPPLEMENT). SEE SHEET C4.3 0 ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). = z w OS 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. LO of PLAN VIEW: N CORBIN AVE Q m © STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, SCALE: 1" = 30' SHEET C4.21. O 4'xS' TREE GRATE. SEE LANDSCAPE PLANS FOR DETAILS. FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEETS C4.13 & 04.14. U J m Z O W F- LOW POINT STA = 11+76.90 0 r U II n LOW POINT ELEV = 2536.60 `' 2545 1n 2545 U-jw PVI STA = 11+60.84 a wo ¢ PVI ELEV = 2536.48 II z N A.D. = 2.16% 3w� ov n ��rn K = 27.71 II J ¢ J `)c'no p 06 cn M 60.00' VC w co z - o co co M Z� iI M ¢ W' O o 00 In '6 00 p 00 11') O� + N M M N Z C 0 00CD CD 000 (D LO O a0 M M N CS)N O II O) m O � p 6i 00 Cn � + N J r7 0000 1-0 r7 O-, N N II co 06� II O N N N M 00 L,J p 00 Z 'Zr+ In (/7 + N Iri o n N rn II p ed N II II p N o 0O rn oo M r o n r7 + N r r 00 `� + N w �rn II II psi >� ? ? ors O o v� o O w� W) O � - ¢z II 00 N r zz + + Oo ^ o � UJ � I� n + N rn �- �W II II Ncp m + O O p �.`� L' I'M co O m II +M N CD N W� O IMn > > > N O LO + N N I + M p Z ¢N I.f) M N II II II > ¢ W M m II II o II N z Z Z II ¢¢ = N z Z z t N N o n + N II > p ¢ w co J ¢ w O J ¢ _ _ _ cncn ao �MN N N � II II II o � � N II N r N cooi� II II > ¢ w -It CD~ J ��cnw Nw � Nz N W !n W N N N N N N N (n II > ¢ > O) ' N N N ¢ W (n W > 5 L U 2540 N N cow w m �� II II p ¢ > II II > � � cnw ¢ ¢- z�> 5 as II cn z NM Wd W a_ a- Cn ¢ W - O� J 2540 W Z Z p IM v7 J > 5 (n (n W d >W U LO (n W U � +to N W � J N N W � 5 W 0- Q W ¢ I N z U d d 2 N Z Z Z 1 5 (!l W F- �5 > d d (/7LD II II X o �,'Cl 'Cl PROPOSED GRADE N N 1 7% ' '¢ N 0.50% w cn cn cn 0.86% \v Q � J= 0.30% 200q AT ROAD 0.50% 0. 5% J o w o 0 � a 1.66q 1.00% > 49 L.F. 12" 0.50% w 0o C-900 ® 0.50% - - - - - - - - - - - - - N N - - - - - - - - - - - - - - - - - o - - - - - - - N - - - - - N 2535 - - - - - - - - - - 2535 114 L.F. 4" PIRR 12" ADS HP 0 1.00% EXISTING GROUND 4 PIRR CROSSING CR SSING _ AT ROAD � L H.G.L. 0 Q1oo=0.13 CFS H.G.L. ® OQ V1oo=1.92 FPS 0. CFS O I� Q 6" IRR Q1oo W Z - CROS ING V1oo=3. FPS M L - Z z CD 0 2530 2530 _ U H Q- uj uj V) U 0 Q > Q o u1 M Q z O a m m 0 Q D m o 03 v 2525 2525 Z !^ Q F v Iz Lw Z LLJ z z F- z V) 0 U i Q � w 0 0 z 2520 2520 i FEET C 00 rn LO r, o 00 o r7 � O 30 0 15 30 60 z I O O N V 't to 00 �`n rn to c0 In tC L 1� cn I : c0 OO r7 r7 M r7 M r0 M rn M rn r7 r0 M N N N N N N N N N N N N N GRAPHIC SCALE DATE: SCALE: 1 inch = 30 ft. Horizontal 01/12/2026 1"=60' 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 FEET DESIGN: DRAWN: 0 3 0 1.5 3 6 ALH PDL o PROFILE VIEW: N CORBIN AVE Q HORIZONTAL SCALE: 1" = 30' JOB NO.: LFILE NAME: o VERTICAL SCALE: 1" = 3' GRAPHIC SCALE 8066 66-DS-S-PROF-PH01 1 inch = 3 ft. Vertical REF. C4.7 w NO.: NOES 11 OF 41 Z N O F N O ^I _ W USTICK RD \ \ o Q r+7 _ � -- -- w Z W 0C4.1 o C ,� _j w rn r o �vv, SAP�� Q I 9y o 0- d < N \ J O r \ z in \ SEE SHEET C4.4 C4.4 J I SEE SHEET C4.6 C4.3 (TYP.) 11 I � A 11C I 00 - I W MCMURTREY ST Q Z I I C4.11 Q W OSDCB 1.SB �m SDCB 1.BA 7 BLOCK 05 FUTURE >Q > f �I � w 16+53.3 VC V ❑ ❑ A z z 16+53.3 2537.94 VC 7 I 10 I 9 LE © El ® r C PHASE Q 02 Q O N 3 2537.95 VC 1 6+53.i 3 14, I I I I I I � ALLEY A ° 16+51.83 PC 2537.98 VC 2538.26 VC I (PUBLIC) z z � M 2538.06 vc I I I I I I I I - 1a�oo.00 I C4J C4.8 �'2 a Z 00 1 10+6s.89 PC I I W Q 16+43.44 PCC A 2538.10 VC 10 r cn m c� o c� o I 16+40.44 PCC �, o 2538.18 VC - - ��o ado o w rn 72`s`�6 a �' ' o� ± n � > > `�> > `�> > 1 2 13+82.47 U FUTURE _ 0 N �� n ^m 2538.17VC I I PHASE C4.10 C4.9 • 3 9 rn M rn eo o cN o a m a > > a > 13+80.97 PC o n n r7 O C cn V ^ .n Id„9 <--!' �- ^ ^ ao ^ ^N o fp ri + l + N } ^ N O / N d,.9 <- o o m o M M Idu9-<-+ to N N N �'� + I W BOWMILLS DR C4.6 c M M N Id 9-< + 9-< + + s A W .- B I X\0• �R } N N N N .- t2 - M M" M M <-� M_^ r ��X cj _ U. �R6 7T M °1:9I I LLI } - O SDCB 1.8D I 3 S A 14+49.90 N PATNEY AVE= C4.5 C4 11 ) O O STA 3+44.47 W BOWMILLS DR ' O O w mj3 O A STA 10+48.90 N PATNEY AVE = 9 ©SDCB 1.108 M 8 _ M 8 '00 FUTURE 5 ate+ --- 10+00 3 + STA 1 +97.24 W MCMURTREY ST11+00 12+�� !NPATN EY AVE STA 13+26.40 N PATNEY AVE_ - - - - - + _ 0 0 13+00 STA 13+32.50 ALLEY B (PUBLIC) 14+00 3 ry + 40 N C : o. ALLEY D PUBLIC ALLEY E (PUBLIC) PHASE 4; (V OSD MH 1.8C SS„8 SDMH 1.8B O - r r i �- - - • (n 0) °° �' 3 r7 2537.99 VC SHEET INDEX u ° R_ ro p °° N SS„8 > SS 8 13+44.47 8 4) 4 w o ©SDCB 1.10A 8 SDMH 1.9B O SDCB 1.8C aS-�O 0 3 ' m �`�' �" o- o N.T.S. Z (n R2o, �� Lu 0 Z + � jU �> L 0- • Q N o o o m �^ o > Id o o p p o rn-rn rn >-p >-o >-� > o > 1 C c 2537.43 VC o > G0 t o a+ } M + n 0 3 2538.57 VC+ M rn "y o d, rn > ^ po -� - N�Tl o ° >-0° c� O ^ 12C J w o N o n o u) n o ,3 o� ao,9- ^ r� d o p �' 13+02.99 GB n r °D JV N N ^00 15+72.75 GB O t } M CO M O t O t N tp ,I] tp f0 > + � N r-Z O �, + +M + M } M }M "' 2537.59 VC r7 TTT X °j 3 } M .- N N N N ,n cd 2537.74 VC 'S � � X.I � N N � N � N .- N � N .N- N } M Or` 12+96.00 PT 3 M 2538.78 VC 1 2 `� • 2538.76 VC N N M �- 15+40.75 PC 00 15+54.04 PCC I N 2537.35 RC 2537.30 RC 15+51.04 PCC 00 I 5 2537.80 VC O 1 2538.71 VC 6 BLOCK 03 12+s1.00 .-. 12+91.00 + 13+02.97 KEYNOTES _ 2538.68 VC _V BLOCK 04 13+07.97 PT r2 1 Z M BLOCK 02 15+45.64 PT 1 15+42.64 PT o 11 J 2537.47 RC 2537.78 VC SDCB 1.9A 8 253a.ss vc I m A 13+02.97 O O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). a ® 2538.69 VC I I 12+75.00 I I SDMH 1.9C 8 FUTURE W 15+41.14 A 15+41.14 12 - - - 2537.50 RC 2537.50 RC 2537.88 VC I /� 1 7 SDMH 1.8D SDCB 1.8EO ❑ I 1C 12+70.00 3m 12+70,00 - - SDCB 1.98® I 2O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). I�(��/�f Jvl Z 12+82.08 PHASE A S E °`} c� OSDCB 1.8 i I 10 W G I 3O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD n n n a 0 I SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD II I-I I-I II W I I SUPPLEMENT). 00 I � 2537.6I7 RC 2537I67 RC - - 2537.99 VC 12 o�L L 12�0 12+59.97 ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). SEE SHEET C4.4 �1 _ J Z SEE SHEET C4.10 SEE SHEET C4.5 O5 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. LO m o PLAN VIEW: N PATNEY AVE © STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, SHEET C4.20. SCALE: 1" = 30' O STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, SHEET C4.18. FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEETS C4.12, C4.14 & C4.15. ® STORMWATER FACILITY, AND ASSOCIATED APPURTENANCES, PER DETAIL, SHEET C4.19. 9O 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL BE 6" THICK. Z LOW POINT STA = 12+08.40 10 TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. LOW POINT ELEV = 2536.60 GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES INC. (OR APPROVED EQUAL). 2545 PVI STA = 12+04.66 2545 INSTALL PER MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. 0 PM ELE V = 2536.55 w w N A.D = 1.27% 11 4'x8' TREE GRATE. SEE LANDSCAPE PLANS FOR DETAILS. a K = 27.52 ' ��� W� 0 3 .00' VC c0 CO N Z 5 II MII II N CD 0 0 � w J O 0M"0J V (V w_ � �to00 N(0 00 + N Lr)00 PO t + LLj '^ ~aQ r- OpN (V II 9 CD� + 00 rON N 00 t0 N m OLo M con� OoM + � � :N N :Z3+ N w� U +re) ,n cli � m J I^ + 00 ^ 00 Ln p ro N m + LLJ + r- C14 N \N N + + N NN CD Ln » > O F- W+ nJ copj O � MN rnv w C14O (Z)N W + + co ¢ � n W II w r` � w LLJO � I�- - II 2540 ¢ 2540 Nz (0 cow + []+ r w ? ~ 5; cnw w } II x 0- a (n w > 5 N N w a � a LD N >w > > cn cn a w oN w w PROPOSED GRADE -> s a 0.32% 1.00% 1.509 AT ROAD 2 C1q N o 0.48% o CN w %0.94 0.77% w n 0.50% - - - - - N 49 L.F. 12" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o' C-900 ® 0.50% I - - - - - - - - - - - - - - - - - - - - - - - - - - - N 2535 - - - - - - _ 2535 1/ IL _ _ _ EXISTING GROUND AT ROAD 12" ADS HP STORM DRAIN u CROSSING 4" PIRR U CROSSING = O Q Q H.G.L. 6" IRR L'�"I z = CROS ING Q100=0.10 CFS o V1oo=1.85 FPS L_ Z o 0 O Z 2530 - _- 2530 _ U T V) U Q > Q Z Q `1 Q w o m 0 I Q D m __j 0- Q 2525 - 2525 !^ V GE = I w z Z _ u z In w w 1� CD z V) 0 i a Q � w 0 z 2520 I - 2520 i FEET _ -0 to cc rn LO �0 (0 N � N 30 0 15 30 60 z N 00 co � M ^ O O co Z >_ N N N N N N N N N N N GRAPHIC SCALE DATE: SCALE: 1 inch = 30 ft. Horizontal 01/12/2026 1"=60' 9+50 10+00 11+00 12+00 13+00 14+00 15+00 FEET DESIGN: DRAWN: 0 3 0 1.5 3 6cc I ALH PDL PROFILE VIEW: N PATNEY AVE IJoe NO.: LFILE NAME: Q HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 8066 66-DS-S-PROF-PH01 0 i VERTICAL SCALE: 1" = 3' 1 inch = 3 ft. Vertical REF. C4.8 w NO.: NOES 12 OF 41 Z N O F N U ^I _ W USTICK RD \ \ 0 Q r+7 _ -- -- LL Z W cry C4.1 o ,� w rn r o ��� SAP�� Q � P� � d � N \ J O r \ Z a 0 C4.3 C4.4 Z \ J W MCMURTREY ST SEE SHEET C4.4 I Z - I - - SEE SHEET C4.6 C4•11 Q w I A I I I I I I 77 3 - � M - w U f oN N z Z i Z I a m Q � o I � ALLEY A I Cn I 1C A LEY D ( 10+ 5.97 i (PUBLIC) z Z M } N FL BLOCK 06 I 10 00 I (PUBLIC) C4.2 w o C4.7 C4.8 a Z 00 2538.82 VC + 2 18.82 VC 10 a ® 7 6 5 y 25 I9.62 VC V. `�" o EU TU RE W 0 18+00.00 18+00.00 ® El � 15+60.22 U C4.9 • � 1 1 PHASE C4.10 I I I I I I 1c 3� t9 A 17+75.74 PT I I I I I I I + M � ^ C4.6 Z m BLOCK 02 M 2575.71 VC I F- Z I N w O N N W BOWMILLS DR 6 I 2539.25 VC ^ o C-) Z w 2539.33 VC o u-, o �o� oc oU OU g 15+23.30 PCC z�o+ � Lu G0 orn o � o � oc� oc� cow u c> oci oc o N ? I 15+31.87PCC w_� N I r o co 0� JGa6od n166 d ri Oo' o � o � ao' o � o � o � oo � p Q oc) oUOU 7 9 C4.5 ' +N.+ o OMB o s I A II C4.11 o o N � 0y-+ -` o �-oao-+ a0- -+ a -+ c ^� o ^� �+ rn ri � N� o w � o �o � X� 6 00 11x ��' o `er ��� � � M � n � oi of + + + + ^_ ^ rn � „N., a � � ^� N u-, c� O /��, 2539.21 VC FUTURE �' (0 ai rn N o' ai -+ -+ rn rn d 1h N N M M N M M N M N M ] p- +n O -+ -+ -O H U P V M *3 t2 N + cq �e I 1s+1sa7 Pc ALLEY D (PUBLIC) ALLEY E (PUBLIC) PHASE 4; N N N N M a N 3 N M N j I • O . O „9 M„ o STA 14+31.00 ALLEY C(PUBLIC) _ V a N 10 M„8 M„8 M p �E 2 4 11+00 12+00 M"8 M 8 M„8 w a~ M„8 + STA 1 +92. 7 OWMILLS DR W > -+ - - ALLEY C (PUBLIC) 13+00 �w 4 14+00 Z ._ STA 10+30.00 ALLEY C PUBLIC) = I N R - �oV - -N w T- - 2 �I 1 +�f S� ) Z W 0 • Z i A 1 + I S„8 < SS 8 < SS 8 < SS„8 < SS„8 < SS 8 0C �3 w- A 28.94 VC Z n 2538.42 VC w 14+92 97 -- 17+27.90 R20 />x�ST� ^ o J (n � � a: 1 U no6 w °d -� rn _� co 0 o rn o U -o - U o co c v, + M OLq + YM] ,.j O I'") �_O ^_ _� M O �_ r!, LL'J O O a^0 U UrN U1 A e � oq 00 O N N +M 7 O V -� 00 J O _� O O ^ NN W M Oi O] Oi O Oi Oi N Oi O N W �- N O 00 00-M O �_ 11 d + M I N + + N N N N Oi + r7 + M N u-i T + I"] (O =•O °O d TYP. 5 2538.31 VC I � N � N � N N N N � N � N M] N F MN �N� � � OM2536.64 V` �/ o ( ) I 17+15.74 PC I KEYNOTES � `- N J VZ,J ^ N ,++ M N N 14+62.97 PT J II�II II�II Z M N FUTURE I I I I I I W io J IIIII rluu-r��ruu�r III 2538.17 VC o I 2.38.17 VC I I I o 3 Ol 2' WIDE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT). W n+oo.00 17+06.66 I I W A PHASE w 3 00 I I I I I I I BLOCK 05 I i m 2O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) Rn 6 5 I I r 3 I I WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). U�/ ❑ 11C i 10 9❑ ® ❑7 4 1C ❑ ❑ ❑ 0 0 nn Z A I I I 3O 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). lI- W I = I � ® 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. � I I = z 1 I LA O5 4 x8 TREE GRATE. SEE LANDSCAPE PLANS FOR DETAILS. a SEE Of SHEET C4.4 SEE SHEET C4.5 PLAN VIEW: ALLEY C (PUBLIC) SCALE: 1" = 30' FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEETS C4.12 & C4.15. Z 0 2550 - 2550 w 0 HIGH POINT STA = 12+15.45 HIGH POINT ELEV = 2539.65 P STA = 12+12.50 P I ELEV = 2539.69 A.D. = -1.52% K = 16.40 25.00' VC Cn m O I OO N II � U } C) 0) N p J� Z 2545 !aN N N a co2545 N a m>- II Q g 00 O Z W N O L w oo ° W m ^ \N0 w u7 O u7 O u7 ,J CO L F- p r- U Z p 10 c0 U LC) CD LC) C6 Q i•'7 '0 + N N N Q 01) > O CD p ') r(O , O - > U > > c2 r7 c2 i+7 + N Or7 Z oo r� o06 �gp � � r� r� a + N + N oo�� `qC6 II II \ ED + N N � J O �"� + N N N II � r7 II > p o N ¢ + N O II II II II ++ II > + N L � j II pp r II IILLj II > II II or> II II II > I ��Qw j > > W H J CO Q W > M Q W W (n W (n W Q Q N W II W W v - a w + + > PROPOSED GRADE _ _ �> 5CL O N W J p r J N W W > 5 > 5 (n(n d W H J N > 5 N W cn w AT ROAD N 2540 Cl- m _- 2540 1.75q, 0.94% 0.58% 1. 5%75° 2,p0% 2.009, 2.00% 2.009 _ - - - - 0 _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C; Q EXISTING GROUND W Z - AT ROAD LL- Z ~ 0 C) z H 2535 4» PIRR 6" PIRR =- 2535 U _ U E ROSSING CROSSING U 0 > < Z 0- Q o Q z C)03 Ld Q 2530 =- 2530 !^ Z Lw Q u z z t- z CO 0 U i a Q � w 0 0 z 2525 -- - 2525 i FEET 30 0 15 30 60 _ o1 r- o0 ccpoopp 0 ci r- - M lep i"� M M M M M n M 1'7 = 11�0 11�A 1n N N N N N CV N N N N GRAPHIC SCALE DATE: SCALE: 1 inch = 30 ft. Horizontal 01/12/2026 1"=60' 10+00 11+00 12+00 13+00 14+00 15+00 FEET DESIGN: DRAWN: 3 0 1.5 3 6 ALH PDL cc PROFILE VIEW: ALLEY C (PUBLIC) JOB NO.: FILE NAME: Q HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 8066 8066-DS-S-PROF-PH01 0 VERTICAL SCALE: 1" = 3' 1 inch = 3 ft. Vertical REF. C4.9 w NOES 13 OF 41 Z N O F N U ^I _ Z 'w W USTICK RD \ o Q r+7 u- _ -- -- w Z 0 W cry C4.1 rn r o �vv, SAP�� Q w P� � d � N \ J O r \ Z a 0 SEE SHEET C4.7 _ C4.3 C4.4 Z \ 'f _ SEE SHEET C4.8 I 7I I I I I I I I I I I � i�o - I W MCMURTREY ST 12+50.0 12+50.001 I I I I I I I 2536.86 VC Z 2537.05 VC 2537.05 VC I I I I I 112+50,0 �•� w < W I I I I I I I 12536.90 VC Q > U z 6 N m I Z m BLOCK 03 I ❑ ALLEY A U Z I ❑ _ I I 1C 0 0 ❑ ❑ ❑ ❑ 0 ❑ 10 11 C r A i (PUBLIC) z C42 M 12+79.05 PT Z 12+79.23 PC W 12+74.40 _ _ - C4.7 $ Q Z 00 2537.201VC 2537.20 VC I 2557.02 VC W 0 12+86.95 PCC 12+86.59 PCC Q I o FUTURE AL Y Z 12+96.40 PC d c> C4.9 • PHASE C4.10 2537.29 VC 2537.24 VC J w Z I I I I I I I I � 2537.13 VC Z 12+94.85 PC o I I > I I I I 13+08.56 GB a OU OU OU V U oc> oU Q OUoU C4625I7.37VC � c o � Ocr Ow o � t+Y+ 13+07.60 GI3 � °O `gym �o � � a 'm C ow w C � o � 2537.21 VCo `�'`o u' `o ^ "' °° °° rn "' o `o T o o W BOWMILLS DR O O M I� O O U2537.35 VC o+ o\ o+ �^ + - -± d + O-+ O +m -+ �_ ^ q m U I r, M ^�!1 �!1 u] - M n o n N N ^ N ^ �['] d > IW O 04 RONNN N T N N N � � ^ N + M O TtTR 20• M - C4.11 }, O N N N M^ o n /� 13+07.40 C4.5 to ^o 2537.22 VC !r O N N N 1- FUTURE FUTURE 2 3 STA 13+32.50 ALLEY B (PUBLIC) _ �, ALLEY D PUBLIC ALLEY E PUBLIC PHASE 10 �p STA 13+2 .40 N PATNEY AVE ) ( ) - n1 11+00 8"W 8"W W 8„W _ w z 8„W - 8„W I N D PHASE + 4 - - ALLEY 8 (PUBLIC)1+o o W i 3+00 2 113456 0 cn O Qg� BLOCK 05 SHEET INDEX • w - 2 �„ - �, I I A U. W N STA 10+26.50 ALLEY B (PUBLIC)_ S > 8"SS > 8"SS > 8"SS > 8"SS-o �' w 8"SS > 4 8"SS ~'J7 I ® ❑ Z � i STA 13+26.40� OR IN AVE Go M N.T.S. WO > 1 2537.46 VC Z cr ,n x uoi o O � r `� r `' U o � ^ ^ R2� ° O Z i -o n n_o o_ o r� -o �_ o o c�_rn �� �+ r Q N O O + M ,^r, I'l !� .6 I`` a0 W W a0 O a0 N O p N N J ± N n+, N 13+56.40 PT ❑ a 13+65.48 PCCPCC I N J W ^ N ^ N N I 2537.54 VC 3 \�// • 13+66.21 PCC I I I I I F � 2537.92 VC'.VC 253T89 VC I I I tLLJ o I I 13+73.38 PC I I I o Q I aD M 2537.92 VC 13+73.57 PT w 2537.92 VC BLOCK 04 _ KEYNOTES 13+73.40 ❑ Z M 13+75.00 13+75.00 I 253T93 VC ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2537Is2 vc - - Oi 2' WIDE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT). W 2537.93 VC I I 11C 1l+00.00 2 3 4 5 6 7AN 8 9 10 11 2C ❑ 2O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) Rn Z a o 253s.o6 VC I 2 WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). U�/ 2538.06 0 14+06.40 ❑ 2538.06 VC I o0 2537.78 VC Z 14+13.40 PT I I I I I I I I I I 14+13.40 PC co 14+13.40 PT 3O 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). W - 14+19.9 I PC 2538.13 VC 2538.16 VC 3 I I I I I I I I 2537.81 VC 2537.81 VC M _ 1di C� I I a"PI ® 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. 1C J z SEE SHEET C4.7 - --z SEE SHEET C4.8 Q PLAN VIEW: ALLEY B (PUBLIC) m SCALE: 1" = 30' FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.14. Z 0 2545 HIGH POINT STA = 11+81.56 2545 0 U II HIGH POINT ELEV = 253 .91 II o PVI STA = 11+84.01 m,�, PVI ELEV = 2537.94 J a A.D. _ -1.25% m a 00 0 00 m z K = 20.07 } 0 o co °O 25.00' VC m OOt>oII II -O~II J ¢ II Lf) II II II II II II O + N N 00 00WQ C¢V N N w r7 OoII ,>II UWQ� OJ+ NN V' OnMr� W O + Nt 00 co r> 00 roQn� co o NN _ Nc Ln 4o o o m > II + �M + 04 LLJ N N N 1 C6 r7 cow o +co LLJ ~ Lu - iw � QLLJ w MMn 25 > Q - EL � U)U)0- a 5 > 5 > "' w N cn w cn w ��> S Lnn w 2540 a cl- PROPOSED GRADE C > �'�' Ln a N AT ROAD > o w 0- C1. N Q > 1.75q 0 2,007 2.ppy 0.50% 0.75% ��5 0 9(30% 2.0 w _ - - - - - - - - - - - - - - - - CD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N N 2535 2535 EXISTING GROUND � AT ROAD O 0 p Q w Z - ILL. Z ~ 0 O z 2530 2530 �1 ❑ Q V) U 0 o Z � Q o Q z m m 03 LLI Q 2525 2525 !^ ~ �N Z wQ u z z CO U FEET Q W w 30 0 15 30 60 0 0 z 2520 -- 2520 w i CD GRAPHIC SCALE z o � C cc aq o 0 cc LO r- r- CC11� � 1 inch = 30 ft. Horizontal 11� PO In N N N N N N N N FEET Q 3 0 1.5 3 6 o DATE: SCALE: 01/12/2026 1 10+00 11+00 12+00 13+00 14+00 "=60' GRAPHIC SCALE DESIGN: DRAWN: CD ALH JBS cc PROFILE VIEW: ALLEY B (PUBLIC) 1 inch = 3 ft. Vertical JOB NO.: FILE NAME: Q HORIZONTAL SCALE: 1" = 30' 8066 8066-DS-S-PROF-PH01 j VERTICAL SCALE: 1" = 3' REF. C4. � w N 0.: NOES 14 OF 41 z 0 N u� u \\ \\ -w o oybo i STICK RD __ __ o Z O CO r C4.1 W cn Q Z \ 210T Q i Q 0 C4.3 C4.4 Z \ J I W MCMURTREY ST C4.11 W Q W LLJ } c m I Z ALLEY A SEE SHEET C4.6 _ m I (PUBLIC) z z �'_ +,4g5 Pj FUTURE M I C4.7 C4.8 c4.2 a Z Q SEE SHEET C4.3 CZ) FUTURE 71 �T 2539.a9 VC BLOCK 08 PHASE04.9 11s+14s5 Pc A PHASE C4.10 N °' 75 VC C 1 2539• Z w m a o w W BOWMILLS DR 6 n r; A o 15+87.12?G a a) OD CJ V ? I 12+00.74 PT > z �� a > + �. o "'� I W • 2538.14 I C = 00 2538;14 VC o a w+ rn FUTURE I r _ ^x�yo ,rno w C4 5 ' 41 O O + 2538.09 VC oo o>o I I '� 0 ^ 2 C4.11 5. O i 12+00.00 V N 11+89.07GBo+ - o� PHASE _ BLOCK 06 �� o+� FUTURE i0 W � ALLEY D PUBLIC ALLEY E PUBLIC PHASE ❑ � I 3 (TYP.) 4 3 � I RL� 2 2 1C (PUBLIC) (PUBLIC) /� N LEY E wV J`J/� N � 0 00 1 10+ 5.97 o SHEET INDEX u � __2538.03 VC I 1 I PUBLIC) CIA �, 04 11+77.49 10 M r 2539.62 VC w N.T.S. Z 0LU r 10+ 5.98 ALLEY A l 0 15+60.22 I � Z w o I � � � (PUBLIC) cSTA 10+29.50 ALLEY E(PUBLIC = of 2 >� Z i STA 10+30.00 ALLEY A(PUBLIC) _ TA 15+6 .22 W BI WM LLS �, • Q N STA 11+70.74 W r T I 3 �2539.25 VC 2539.33 VCo r o^ rn J 2537.78 VC 3 R2 p 2 11+50.00 I 15+�.3I PCC Q a+ � 15+31.87 PCC w� X. o �o � x �S> r oc)ou / `;9 M 'see a ¢z FUTURE o S�o'6 A G N o 2539.21 VC FUTURE KEYNOTES _ �� LC o ao w rn m _M ,+.2 -�N a > �C9 J 15+19.77 PC n ^ n Z M �oN . PHASE � �� � + 06 I � Illul II 2537.69 VCCe o�� PHASE O1 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) 11410.74 PC w N N rn M O W WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ,� ^ W _ ((�/nul 3 SEE SHEET C4.3 - �'` SEE SHEET C4.6 O2 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. nn Lu O3 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). �i lI- Z W ® 4'x8' TREE GRATE. SEE LANDSCAPE PLANS FOR DETAILS. PLAN PLAN VIEW: ALLEY E (PUBLIC) Q VIEW: ALLEY A PUBLIC \ Q SCALE: 1" = 30' SCALE: 1" = 30' m o FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEETS C4.13 & 04.15. 2545 - 2545 2550 2550 z 0 J N mr d 0 U O O N O O � W O CD r O � O - � Co o M J O r Ih M � r 6) + N N O + N Q O � O N N ^ r� CO M CDO O+ N + N + N II C) II II r�o 0 Qw II > �� II II Q �? I w 3::Z II II II M II ] o II J (n W H J p± J N W W �- Q W F- J M m O H 2540 - - `" ``' - - '~ J _ z 2540 2545 _ 2545 Cl- � s > QQ d W U/V/d W d W W Z 5 `i J CD w 0- W d W I II X C, 00O O c0 W O O o O CO r W W O r7 O 0) W O � M CD M r- V + N c0 co J 2 O Ln r7 rfJ J m Oj 6i L u7 0) O r 1.75q, W� OrN O ( ¢ ON ON + N II II C500 W 1.97% 2.00,, 0.75% 0.94% "' c> II o)N II II r > + N c� II > II II C;o � Q CS LLJ II w > NII LLJQ ' > W mLD N J > ¢ I W ( p� N W 'n WPROPOSED GRADE ` s > > OQ „ w NW o AT ROAD � � v~ )i iV0- a ui aaam N o o n- a 0 0 2535 - - - - - - - - - - - - - - - 2535 2540 , 2540 w 2•p % 2.01q 1.01% 1.21% 0 o 01 EXISTING GROUND - N AT ROAD PROPOSED GRADE EXISTING GROUND AT ROAD AT ROAD U 0 4" PIRR O Q Q 2530 - - 2530 2535 CROSSING 2535 LLJ � z L LI z z C) O E Q- V)(n C) > Q ch z ¢ 0 Q 0 2525 -- 2525 2530 - - 2530 z m o m 0 o 03 J U U) - w = En m z z li Z o z z S Q 2520 2520 2525 2525 j U O FEET FEET L1I Ld N 30 0 15 30 60 30 0 15 30 60 ___I W Go r7 M 00 cn M J 0 o u N N N GRAPHIC SCALE GRAPHIC SCALE z 1 inch = 30 ft. Horizontal J 1 inch = 30 ft. Horizontal 9+75 10+00 11+00 11+25 9+75 10+00 11+00 FEET FEET k. T 3 0 1.5 3 6 3 0 1.5 3 6 PROFILE VIEW: ALLEY A (PUBLIC) PROFILE VIEW: ALLEY E (PUBLIC) DATE: SCALE: 01/12/2o2s 1"=so' HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE GRAPHIC SCALE `° VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' DESIGN: DRAWN: 0 1 inch = 3 ft. Vertical 1 inch = 3 ft. Vertical ALH JBS 0 JOB NO.: FILE NAME: 0 8066 8066-DS-S-PROF-PH01 0 i 0 REF.NO.: C4. 1 1 j w NOES 15 OF 41 Z 0 L) N U y�o i I oll J o Z o _U 2538.78 FL / ' �41 LZ 2538.80 FL ��J1 0) .`Q' _j o} 1.7% 1.9% Q d P� I o � 0 z 2538.82 FL I o 2538.83 FL T + r7 J o Q W I z a Z i Q � � i Z 2538.99 FL Q Z � Oo 2538.85 FL I T W 0 • c m 2538.81 FL 2539.09 FL -2 Z m O O 0 0 N 19+00 19+66.74 N W MCMURTREY ST I I I o cn 00 b\ �� W N CV o Z H 2538.88 FL I Z W 0 Z i 2538,93 FL 2539.19 FL Q t J V) 2539,14 FL U \ J 1 a 2537.93 253793, I Po O 2537.46 FL 2537.53 FL I I Z M W 2.0% 2.0% � LU Z 2539.05 FL 2537,51 FL Z 2537.58 FL 2539.01 FL n Z \o I � � I W 2538.04 2538.04 \�s 1.4% 1.6% O' = Z Q � 2539.01 FL 2538.98 FL m of o Q o i ++ z a N z N I Z 0 MID-BLOCK CROSSING DETAIL INTERSECTION DETAIL N DAYSPRING WAY N DAYSPRING WAY AND W MCMURTREY ST w 0 SCALE: 1" = 10' SCALE: 1" = 10' 2537.46 FL 2537.46 FL M m co co r U 1.9% 1.9% z - - - - - - - w c� 0 a 0 2537.53 FL 2537.53 FL o N W N Q O W N O N N 2538.03 FL 2537.77 FL Q 8 2538.09 FL I 2537.73 FL O (� Z W MCMURTREY ST - - - 16+00 _ - - - J W MCMURTREY ST I Q Z z O o X � Z W z 2538.15 FL I 2537.70 FL 0 Q 1.0Z 2538.09 FL 0 5% C) 1 2537.72 FL �� � � � Q cn Q O m 0 0 F- m 03 2537.90 FL 2538.07 FL U) w 0.9% I Q W cn p Cn C ] 2537.52 FL Z � ^ 1 L (� U_ W z j 2538.01 FL Qf Q � 2538.11 FL h 1.5% 1.3% Q s 1.0% 1.0% h - V NV N 2537.42 FL 2537.46 FL Q L_j LLIw Cn 2538.12 FL I J 2538.43 FL Q i \ < z / LLI U W CD Z >_ F_ U J � Q Z y o I y y DATE: SCALE: INTERSECTION DETAIL INTERSECTION DETAIL 01/12/2026 AS NOTED co W MCMURTREY ST AND ALLEY C PUBLIC FEET W MCMURTREY ST AND N PATNEY AVE DESIGALH DRAWN: co PDL 0 10 0 5 10 20 SCALE: 1" = 10' SCALE: 1" = 10' JOB NO.: FILE NAME: Q 8066 8066-DS-S-INTX-PH01 0 c GRAPHIC SCALE u 1 inch = 10 ft. Horizontal No F. C4. 12 NOES 16 OF 41 Z � I o 2538.36 FL 2538.38 FL Z Q J O u 2.0% 1.9% 1� o Z 2538.44 FL I 2538.41 FL \ d P\ Q O Z I I C I W / O Z 4253&25 Z 2538.53 FL 2538.31 FL CL 7; (-cc FL 2538,54c, Z Q Z 00 w o C�� • c m Z U N 2539.09 FL 2539.09 FL 2: O 00 0.5% 0.5% W vi - O 171 ^ - - - - ��D a c 00 O W BOWMILLS DR cl n n N D °' I W MCMURTREY ST - (f W o `. 00 _ - - - > N Ir I �I1L N Z w ° 0.5% 0.5% • Z Q a) J t 2538.53 FL 253&21 FL 2539.09 FL �2539.09 FL 0S9 2538.50 FL 0 O 2538.26 FL I W W Jvl � 2538.43 FL - = Z \ 2538.40 FL L Q m � 1.9% 1.8% 0 2538.38 FL / N2538.39 FL I � INTERSECTION DETAIL MID-BLOCK CROSSING DETAIL N DAYSPRING WAY AND W BOWMILLS DR W MCMURTREY ST SCALE: 1" = 10' SCALE: 1" = 10' (nn w 0 Q 2537.85 FL 2537.85 FL--,, I � m N o r 1.9% 1.9% co - - - - - - - - o z w 2537.93 FL N 0 2537.93 FL N Q O W Q0 N O N N \ F $% 2538.12 FL 2538.31 L �S9 2538.08 FL 2538.49 FL O o "I Q Q W MCMURTREY ST 12+00 z W MCMURTREY ST 13+00 - - - - J 0 o I p Q N Z W ~ 2538.49 FL I \ X r Q / Q z 2538.40 FL Q 1,0 O�i 7 2538.15 FL I 2538.35 FL Q Q � L 0 2537.30 FL 537.49 FL O m 0 03 / o 1.0% X Q W Q 2537.41 FL 2537.67 FL (n C z 2537.73 FL I 2537.74 FL - cn a z 0 6s 1.3% Qf cn CD \r c� 1.9% 1.8% z 2537.45 FL O d 2537.72 FL U 2537.64 FL 2537.66 FL \ `-'I / LI-I Xz Q Q Ln CD r z N Q Q X Z z m EP z � cn O >_ U � I Q z I �1 DATE: SCALE: 0 01/12/2026 1" = 10' o DESIGN: DRAWN: % 10 0 F b T 10 20 INTERSECTION DETAIL INTERSECTION DETAIL ALH PDL W MCMURTREY ST AND N CORBIN AVE W MCMURTREY ST AND ALLEY A (PUBLIC) roe NO.: FILE NAME: Q 8066 8066-DS-S-10-PH01 c GRAPHIC SCALE SCALE: 1" = 10' SCALE: 1" = 10' cn u 1 inch = 10 ft. Horizontal No F. C4. 13 NOES 17 OF 41 0 N o _ Z O 2 o Z O L CCD Q 0 z to I W I I x \ Z I a Z 00 W 0 2536.97 FL T LLLJJJ � � Z 2537.10 FL � 2537.19 FL I — — — - UJ O CN O O I w 10 0o I � � ALLEY B PUBLIC a N o — �� — — ) I d • 0 cn c0 . O o� Z w N N Z U) r H o Z w 0 LLJ 1 L i 2537.32 FL Z O 2537.29 FL 0,7°J, J QI Z 2536.31 FL I /� a Im 2536.31 FL O 3 V' O I V �� 2.0% 27% � Z M I - - I F / I I 2536.33 FL 2536.33 FL Lu � Z W = Z L a I I mo I I I I INTERSECTION DETAIL MID—BLOCK CROSSING DETAIL 0 N CORBIN AVE AND ALLEY B (PUBLIC) N PATNEY AVE SCALE: 1" = 10' SCALE: 1" = 10' 0 (n LJ � I Q Cn Z m m N O V z w Z a N I I \ F- N Q I O 2537.71 FL LO I / I w N — CD 2537.76 FL 2537.79 FL 70 N I + 2537.86 FL Q), 2537.82 FL W 2537.90 FL un� I z ALLEY D (PUBLIC) o� 0 10 00 rn I W BOWMILLS DR 2536.72 FL o Z ~ Z Q Z a �CD Ld V2536.85 xz LLB O 2536.95 FL Q Q 2538.22 FL o� cn o I C) 0 �0y2538.17 FL 2537.93 FL I ALLEY B (PUBLIC) 13+00 I 13+ Q O m 0 m 0.7% 2538.16 FL by� ce rn 2537.96 FL o 2538.13 FL Q?�0 Q \ �� 0 2537.22 FL 17% 2536.89 FL Ld p m `J LL N z o I 2537.19 FL I Ld CD - / I z 0 i I w I Q Cn w 0 0 z T CD CD C / z cn N o DATE: SCALE: 1 I 01/12/2026 1 1 0 EP EP EP DESIGN: DRAWN: co FEET o ALH PDL 0 10 0 5 10 20 —+ JOB NO.: FILE NAME: 0 8066 8066-DS-S-INTX-PH01 INTERSECTION DETAIL INTERSECTION DETAIL cn GRAPHIC SCALE 1 inch - 10 ft. Horizontal N CORBIN AVE AND W BOWMILLS DR N PATNEY AVE AND ALLEY B (PUBLIC) SCALE: 1" = 10' SCALE: 1" = 10' REF. w N 0.. C4. 14 NOES 18 OF 41 0 0 N � o Q o v Z T z o CD W ll� a J a ln�y °' Q\\�Q I Z 2537.32 FL - _ - - - - I Q d P\ 2537.32 FLFO o z / o 0 2.0% I 2.07. ,o � o \ \ Q 2537.34 FL 2537.35 FL o 2538.44 FL + Z 2538.73 FL W �` �° 0 2538.71 FL Q 2538.38 FL W 0 2537.39 FL 1.0% T Z S 2537.36 FL } O 2538.25 FL 2538.48 FL J Lu 7 W BOWMILLS DR _ - o 0 m 1� I ( C � 00 vv N D � o cn 0 U N 13+00 _ _ _ _ _ _ I _ _ W BOWMILLS DR _ 15+00 _ _ Z w .i Z W BOWMILLS DR O Z L, 2538.93 FL 2539.1 a (n L o _ R M V' O 2537.36 FL Z M 0.5% 2537.38 FL 2539.04 FL rx 2539.29 FL W \o /� W Z 2539.36 FL � W 2539.10 FL I U J J Z a CD a �- m m LL1 o W J J Q N INTERSECTION DETAIL N INTERSECTION DETAIL INTERSECTION DETAIL W BOWMILLS DR AND N PATNEY AVE W BOWMILLS DR AND ALLEY E (PUBLIC) W BOWMILLS DR AND ALLEY C (PUBLIC) N SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' Z 0 F- a_ U (n W ROW ROW 37' 2' SIDEWALK 5' 8' I 33' I 8' 5' 2' SIDEWALK EASEMENT SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK EASEMENT STRIP 16.5' 16.5' STRIP ROW ROW I 2' 2' I m 2.0% 2.0 y 1.75% 1.75% 10' 10' co co _ I I r I ' I z CONCRETE SIDEWALK I 2'0 r% I a 4" OF %" MINUS CRUSHED GRAVEL PER ISPWC SD-709 14" OF 6" MINUS PIT RUN (ACHD SUPPLEMENT) 6" VERTICAL CURB AND GUTTER PER 4" OF %" MINUS CRUSHED GRAVEL N a COMPACTED SUBGRADE TO 95% OF THE ISPWC SD-701 (ACHD SUPPLEMENT) 2' WIDE RIBBON CURB o MAX. DRY DENSITY PER AST" D698 14" OF 6" MINUS PIT RUN PER ISPWC SD-703 (ACHD SUPPLEMENT) o 2.5" OF CLASS III PLANT MIX PAVEMENT L COMPACTED SUBGRADE TO 95% OF THE 2.5" OF CLASS III PLANT MIX PAVEMENT. bi COLLECTOR - 37 RIGHT-OF-WAY MAX. DRY DENSITY PER ASTM D698. ALLEY N = TYPICAL SECTION TYPICAL SECTION N N N.T.S. N.T.S. ROW ROW ROW ROW I r� 56' �i O 60' I I I I I I O Q 2' SIDEWALK 1 10' 8' 1 1 21' 10 21' 1 1 8' 10' 1 2' SIDEWALK 2' 1 10' 36' 10' 2' Z Q EASEMENT SIDEWALK LANDSCAPE LANDSCAPE LANDSCAPE SIDEWALK EASEMENT PATHWAY PATHWAY STRIP MEDIAN 6" VERTICAL CURB (NO GUTTER) STRIP I 18' 18' I J o I 2' ' PER ISPWC SD-701A 2, I I 2. ' 2' I Q Q O Z o I 1.75� 1: + 2.0% 1r I I 1y 111-111 r 2.0% 1 _ z LiJ o CONCRETE SIDEWALK PER ISPWC SD-709 Q Q Q z 3 ^ ACHD SUPPLEMENT BRICK PAVERS PER DETAIL, > 4" OF 4 MINUS CRUSHED GRAVEL ( ) 4" OF 3i" MINUS CRUSHED GRAVEL THIS SHEET C:) 0 1 14" OF 6' MINUS PIT RUN 6" VERTICAL CURB AND GUTTER PER 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB AND GUTTER PER Z Q Q ISPWC SD-701 (ACHD SUPPLEMENT)COMPACTED SUBGRADE TO 95% OF THE COMPACTED SUBGRADE TO 95% OF THE ISPWC SD-701 (ACHD SUPPLEMENT) Q O � MAX. DRY DENSITY PER ASTM D698 MAX. DRY DENSITY PER ASTM D698 0 2.5" OF CLASS III PLANT MIX PAVEMENT 2.5" OF CLASS III PLANT MIX PAVEMENT m COLLECTOR W/MEDIAN - 56' RIGHT-OF-WAY COLLECTOR W/PAVER PATHWAY - 60' RIGHT-OF-WAY U TYPICAL SECTION TYPICAL SECTION 0 w Q W � N.T.S. N.T.S. a Z cn cn ROW ROW z 30' z U PAVER KEYNOTES �- 2' SIDEWALK 10' 8' 1 26' 1 8' 10' 2' SIDEWALK 6" Q W 0 EASEMENT SIDEWALK LANDSCAPE ' 6" VERTICAL CURB AND GUTTER. LANDSCAPE SIDEWALK EASEMENT 4 3 2 1 O1 o STRIP 13' 13' STRIP 7 0 z i i 5 O2 MIRAFI 160N NONWOVEN FILTER FABRIC, Zz I y 2' 2' I OR APPROVED EQUAL. 1.75% �% 2.0%_ 1�75% � 6 O3 4"x8"x2%" (60 mm) HOLLAND STONE RIO BY BELGARD, am 9m; RAM OR APPROVED EQUAL. cn CONCRETE SIDEWALK PER ISPWC SD-709 '�li``�`/iU� Q O?\U\\�.\<\U\\� \\ , , i/ ,/ / DATE: SCALE: 0 4" OF 3 MINUS CRUSHED GRAVEL ( )ACHD SUPPLEMENT \., \ \\ 4 HP NEXTGEL JOINTING SAND BY TECHNISEAL, OR g ///�/ O APPROVED EQUAL. 01/12/2026 1" = 10' 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB AND GUTTER PER �D ISPWC SD-701 (ACHD SUPPLEMENT) o COMPACTED SUBGRADE TO 95% OF THE //'/'� MAX. DRY DENSITY PER ASTM D698 2.5" OF CLASS III PLANT MIX PAVEMENT / / //� //�/// /� 5 1" ASTM rC-33 SAND BEDDING. DESIGN: DRAWN: 10 0 5 10 20 / / / // © 6" OF /4 MINUS CRUSHED GRAVEL. ALH PDL 0 FEET �� �\� . = COLLECTOR - 30 RIGHT-OF-WAY PAVER NOTES: "" O JOB NO.: FILE NAME: 1. BRICK PAVER LAYING PATTERN TO BE DESIGNED 8066 8066-DS-S-INTX-PH01 0 7 EDGE RESTRAINT PER MANUFACTURERS RECOMMENDATIONS. BY OTHES. GRAPHIC SCALE TYPICAL SECTION TO S ART OF COORDINATE CONDSITRUCTION.H DEVELOPER PRIOR BRICK PAVER TYPICAL SECTION ® COMPACTED SUBGRADE TO 95% OF THE MAX. DRY REF. u 1 inch = 10 ft. Horizontal 2. PAVER INSTALLATION SHALL BE IN ACCORDANCE DENSITY PER ASTM D698. NO.: C4. 15 w N.T.S. WITH MANUFACTURERS RECOMMENDATIONS. N.T.S. _j NOES 19 OF 41 Z 0 F N U _ W USTICK RD Z O w 6O y � 5 L.F. 12° N I � Z 0O 0 r ADS HP @ 2.38% D2 SDMH 1.1C VERTICAL SAND FILTER 1.1 0 z (v (V U w STA. 537.5 00 I I 0 ��y ����� Q RIM=2537.52 SDCB 1AA D1 12" INV. IN=2534.14 (W) VERTICAL SAND FILTER 1.2 Q d P STA. 11+49.91 12" INV. IN=2534.14 (E) D1 SDCB 1.16 RIM=2537.33 I 12" INV. OUT=2534.14 (S) STA. 11+50.00 \ � ~o 12" INV. OUT=2534.33 (E) RIM=2537.36 w VERTICAL SAND FILTER 1.10 W MCMURTREY ST SUMP=2533.33 SUMP=2532.14 12" INV. OUT=2534.36 (W) VERTICALA 1. Z Q25=0.49 CFS m CD Q100=0.68 CFS SUMP=2533.36 \ CD Q25=0.39 CFS a J 10+ 0 N Q100=0.55 CFS -m � a Jvl Q O 41 L.F. 12" C-900 @ 0.50% 1 Z r m o D2 SDMH 1+9 � � ¢ � Z STA. 11+94.85 � a Z w 13 RIM=2538.23 VERTICAL SAND FILTER 1.12 BIORETENTION SWALE 1.4 W a C) 12" INV. IN=2533.67 (W) VERTICAL SAND FILTER 1.11 z 1¢ Z o 12" INV. OUT=2533.67 (S) BLOCK 0� ALLEY B PUBLIC) VERTICAL SAND FILTER 1.3 O 0 r 12" INV. OUT=2534.67 (E)CL 1C � N SUMP=2531.67 I Q ; 110 BLOC 02 cn CD 70 BIORETENTION SWALE 1.500 z Z 1C a S o' D3 D5 ALLEY D W BOWMILLS DR TEMPORARY STORM WATER BASF W 0 >_ (Pusuc) 26 L.F. 12" \ • T o ADS HP @ 0.00% z VERTICAL SAND FILTER 1.9 W Z m TEMPORARY STORM y n I Q WATER BASIN 1.6 V >- � O 11+00 44 L.F. 12" ADS HP @ 0.00% W KEY MAP W o 0 ❑ OD 46 L.F. 12" ADS HP @ 0.50% SD PERFORATED c O O 2 D3 o v 90 o (PERFORATED) SCALE: NTS G.' + ±' N N SDMH 1.1B D2 04 STA. 11+94.85 5 L.F. 12" ADS HP @ N � +) 00 RIM=2537.83 0.50% Sp _ _44 L.F. 18" ADS HP @ 0.00%_ 100 12i� 951 I • U . 0 12" INV. IN=2533.92 (N) S&G TRAP 1.D4 (TOP HALF PERFORATED) LLI � N Z .i H 12" INV. OUT=2533.92 (E) STA. 12+08.60 26 L.F. 18" Z W 0 SUMP=2531.92 RIM=2538.39 ADS HP 0 0.00% - \ DRAINAGE KEYNOTES 12" INV. IN=2533.64 (N) - Z• 18" INV. OUT=2532.79 (E) 26 = D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. Q a) 411 INLET BAFFLE=2532.54,.Pi` a"PI - n d � OUTLET BAFFLE=2533.54 D6 \\ D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. • 3 D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. V' _O D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. n n n Z_ M II I-I I_I II � D5 CONSTRUCT VERTICAL SAND FILTER "1.1" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. W W DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2537.18 TOP OF BED ELEVATION: 2535.68 Z VERTICAL SAND FILTER 1.1 - PLAN VIEW BOTTOM OF BED ELEVATION: 2530.68 W GROUNDWATER ELEVATION: 2530.46 SCALE: 1" = 20' LENGTH: 50' DEPTH: 5.0' = z CHAMBER 1 WIDTH: 4.5' Of Q CHAMBER 2 WIDTH: 18, m o REQUIRED V2: 494 CF REQUIRED V100: 1,825 CF D6 ACHD STORM DRAIN EASEMENT. 2545 2545 Z 0 Of U (n W w Z v .kiwi M M n L0 N J -7_ � N H ...i co CO M wrn �") d N Z O H H N m M 1 � Q + m M M M N N ZD I r �(V Z Z (n N OZ Z pi - � ao V' V'L � NN 2540 = N - [ Oq IZI N Z Z O 2540 +M CD N O > N O OU-) UwQ Q a - Q O^=p M = N Z Z Z _ 04 Z Z w O N E N N N N +'� N m (V(V (V O M d a - M PROPOSED GRADE o w m N Z fn fn (n � V N N N N_ Q > I I 0 u,M N O m (n (n Ln w O of - - - - - - - - - - - - - - - - - - N z � � N � � EXISTING GROUN H.G.L.jFS 50.0' Q1oo=0.68 H.G.L. @ E V1oo=5.63 Q100=1.23 CF S H.G.L. @ V1oo=3.78 FRS Q1oo=1.23 CFS O Q2535 V100=3.78 FPS 2535 0 0 - - - - - - D o c ° o o ° o -°o°C ADS HP @ 0.00% goo°°. 41 L.F. 12" ADS HP @ 26 L.F. 18" �000c44 �000� J O z = ADS HP @ 0.00% - a_ 0.50% 46 L.F. 12" ADS HP @ (TOP HALF PERFORATED) o O Z 0.50% r^ O v 12" C-900 WATER L1J � Q co CROSSING 0 - Q u 5 L.F. 12" 5 L.F. 12" ADS HP @ Q ADS HP @ 2.38% 0.50% W m CD m 2530 2530 z �^ Q APPROXIMATE GRO NDWATER ELEVATION V GE Z un Z o O CD 0 z Q U 0 Q LLJ w 00 CD w CD z FEET a_ 20 0 10 20 40 2525 2525 DATE: SCALE: GRAPHIC SCALE 10 11 12 12 01/12/202s 1" = 20' 1 inch = 20 ft. Horizontal DESIGN: DRAWN: 03 FEET ALH PDL 0 2 0 1 2 4 JOB NO.: FILE NAME: Q 8066 8066-DS-S-DRAIN-PH01 GRAPHIC SCALE VERTICAL SAND FILTER 1.1 - PROFILE VIEW HORIZONTAL SCALE: 1" = 20' NO.: REF. C4. 16 w 1 inch = 2 ft. Vertical VERTICAL SCALE: 1" = 2' _j i SHE 20 OF 41 Z fi o \ F N \ W USTICK RD BLOCK 01 y60 S w ° ° ❑ ° 0 Q O / 1C VERTICAL SAND FILTER 1.1 o Z i D3 0 D1 SDCB 1.36 12'w A�+ I �P ca / D2 SDMH 1.2 STA. 10+10.00 VERTICAL SAND FILTER 1.2 �`y �� 9 L.F. 12" RIM=2537.84 w STA. 10+15.05 ` m Q d P ADS HP @ 0.50% / s 12" INV. OUT=2534.84 W RIM=2537.52 0 ( ) ss + SUMP=2533.84 VERTICAL SAND FILTTE1.8 / \12" INV. OUT=2 34. (NE) Q25=0.41 CFS 12 w /`/ VERTICAL SAND FILTER 1.10 W MCMURTREY ST SDCB 1.2 D1 12" INV. OUT=2534.62 (S) Q100=0.58 CFS STA. 10+03.40 12" INV. OUT=2534.27 (W) SUMP=2532.27 D1 SDCB 1.3ACD RIM=2537.33 2'W STA. 10+39.77 `/ a J 12" INV. OUT=2534.33 (SW) I I D3 D5 RIM=2537.85 Z SUMP=2533.33 10 L.F. 12" ADS HP @ 12" i12" INV. IN=2534.69 (E) $ss/ a g w 0- Z w � Q25=0.51 CFS 0.00% -�� N 12" INV. OUT=2534.69 (SW) \ } Q100=0.71 CFS 10� 0 SUMP=2533.69 3 VERTICAL SAND FILTER 1.12 < BIORETENTION SWALE 1.4 W (�LI Q25=1.04 CFS 1p0 �z Z 1¢- -- -- - 39 L.F. 12" ADS HP @ 0.00% - Q100=1.46 CFS A Z _ � W VERTICAL SAND FILTER 1.3 ��s.O i (PERFORATED) 3 ALLEY B PUBLIC) 28 L.F. 12° BIORETENTION SWALE 1.5 > M 8 L.F. 12" C-900 @ 0.50% N Q Z 00 ADS HP @ 0.50% o BLOCK 6 1C Q ALLEY D �- W p 10+93.99 29 L.F. 12"- ^ D3 D6 D7 \ (PUBLIC) W BOWMILLS DR TEMPORARY STORM WATER BASIN 1.7 - 39 L.F. 12" ADS HP @ 0.00% ADS HP @ 0.50% (TOP HALF PERFORATED) I i� �` 9_ a 'Co W- U 10 L.F. 12" VERTICAL SAND FILTER 1.9 J m TEMPORARY STORM Z N S&G TRAP 1.2 D4 ADS HP @ 0.00% 10 L.F. 12" Q WATER BASIN 1.6 } c O STA. 10+31.990 SDMH 1.3 D2 ADS HP @ 0.00% LU RIM=0 31.99 STA. 10+71.42 X1g. KEY MAP ) o 0 BLOCK 01 RIM=2538.76 ;� SCALE: NTS 5. (0 O O [12" " INV. IN=2534.22 (E) 12" INV. IN=2534.53 (NE) Oo 74 L.F. 12" ADS HP @ 0.00% (PERFORATED) - -- `�- - \ N 5 4; INV. OUT=2533.37 (S) 1C 12" INV. OUT=2534.53 (W) 0/ o • OINLET BAFFLE=2533.12 ���J �/V//TLET BAFFLE=2534.12 12" INV. OUT=2535.53 (S) 3 i SUMP=2532.53 11+7618 w a) O N --- - -74 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) - I Z 2! I- 3 L.F. 12" DRAINAGE KEYNOTES Z w -51 -5 ADS HP @ 0.46% 10 L.F. 18" -Id„b Id b Id„b id„9 < • Z ADS HP @ 0.00% D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. J S&G TRAP 1.3 D4 _ 100.0' D2 -CONSTRUCT 48"� STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD611. STA . 10+83.68 � � RIM=2538.87 3 12" INV. IN=2534.50 (E) OD D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. 18" INV. OUT=2533.65 (S) Z �r i o D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. n n n © INLET BAFFLE=2533.40 ❑5 ❑4 ❑3 o uIx OUTLET BAFFLE=2534.40 D5 CONSTRUCT VERTICAL SAND FILTER "1.2" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. W W I DESIGN M L N DAYSPRII zWAY _ I FINISH GRADE RE EO R ELEVATION: 2537.55 Jv) TOP OF BED ELEVATION: 2536.05 W VERTICAL SAND FILTER 1.2 - PLAN VIEW VERTICAL SAND FILTER 1.3 - PLAN VIEW BOTTOM OF BED ELEVATION: 2532.05 GROUNDWATER ELEVATION: 2531.14 SCALE: 1" = 20' SCALE: 1" = 20' LENGTH: 45' DEPTH: 4.0' = Z CHAMBER 1 WIDTH: 4.5' Q LO CHAMBER 2 WIDTH: 17' m o REQUIRED V2: 323 CF REQUIRED V100: 1,192 CF D6 CONSTRUCT VERTICAL SAND FILTER "1.3" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2538.77 TOP OF BED ELEVATION: 2537.27 BOTTOM OF BED ELEVATION: 2531.77 2545 2545 2545 2545 GROUNDWATER ELEVATION: 2531.00 LENGTH: 80' DEPTH: 5.5' CHAMBER 1 WIDTH: 4' Z CHAMBER 2 WIDTH: 15' REQUIRED V2: 738 CF REQUIRED V100: 2,723 CF 0 w 0 ACHD STORM DRAIN EASEMENT. w _ LO ED � tq w r) tq uA Lq 00 N N Ki 00 N-) (V (V 0- 00 C Z O (14 M NM o Nvv3 M o O+r)N ¢ Cnr-N Id: II rO » OUCn] CS OOZ0OU� LO ad (o N C NN M N � m N mU - - .I- LO n n Cq 2540 2540 2540 CO cn� o2540 w tN a O Q to O M N E N U o z z o+ + » N PROPOSED GRADEo o to oQMN > N o Z N N+ N (V + � IL> NO rm I N N I U 0- oo0! N m (V (Vco to oO nto0co Na Lj Cn> V, U,E Cn Cn Cn � PROPOSED GRADE EXISTING GROUND00 o EXISTING GROUND 80.0' w N - 45.0' 28 L.F. 12" 29 L.F. 12" H.G.L. @ C-900 @ 0.50% Q1o0=0.71 CFS ADS HP @ 0.50% = V100=3.26 FPS O ° 2535 2535 2535 - - 2535 0 Q = o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q °°O °°°O°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°O°°O0 if) o 0 74 L.F.�18" ADS HP @ 0.00% (TOP HALF PERFORATED)-o 0 o ri 39 L.F. 12" o000 0 z o ADS HP @ 0.00% Cn z o (TOP HALF PERFORATED) H.G.L. @ H G.L. @ ~ J Z - Q,o0=0.58 CFS Q 00=2.03 CFS 0 D z V,00=3.05 FPS V o0=4.37 FPS Q rr^^ O 0 W � Q 9 L.F. 12" 12" C-900 0 - Q cI ADS HP @ 0.50% L10 L.F. 12" ADS HP @ WATER CROSSING 3 L.F. 12" 0 0 0.00% ADS HP @ 0.46% LiJ m Q0 8 L.F. 12° - m 03 ADS HP @ 0.50% 10 L.F. 18" APPROXIMATE GROUNDWATER ELEVATION ADS HP @ 0.00% Q V APPROXIMATE GROUNDWATER ELEVATION 2530 2530 2530 2530 z Q _z 0 O CD ID U z LLJ U Q w 00 CD w CD z FEET a_ 20 0 10 20 40 In 0 2525 2525 2525 2525 DATE: SCALE: 9 10 GRAPHIC SCALE 11 11 10 11 12 01/12/2026 AS NOTED 1 inch = 20 ft. Horizontal DESIGN: DRAWN: CD FEET ALH PDL 2 0 1 2 4 0 JOB NO.: FILE NAME: Q 8066 8066-DS-S-DRAIN-PH01 VERTICAL SAND FILTER 1.2 - PROFILE VIEW VERTICAL SAND FILTER 1.3 - PROFILE VIEW GRAPHIC SCALE REF. C4. 17 u HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' w 1 inch = 2 ft. Vertical NO.: VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' SHE 21 OF 41 Z 0 F N U W USTICK RD �Jv "1.8C BLOCK 02 Z 2 w STA.S110+607.50 D1 �� ❑ 20 L.F. 12 El O y60 S w C-900 @ 0.50% El RIM 2537.38 �o O 0 M o D1 DCB 1.8D o Q SDCB 1.8F D1 12" INV. OUT=2534.38 (E) STA. 10+07.50 VERTICAL SAND FILTER 1.1 `` Z co SUMP=2533.38 D1 SDCB 1.8B i Z STA. 15+41.14 RIM=2537.38 RIM=2538.25 Q25=O.03 CFS D STA. 10+18.75 �CY) P 0 Q100=O.05 CFS Co 12" INV. OUT=2534.38 (W) o RIM=2537.46 0 �y �� Q 12" INV. OUT=2535.25 (S) SUMP=2533.38 D3 VERTICAL SAND FILTER 1.2 O 2 L.F. 12" ADS HP @ 90-° -90' >-s"P -0 12" INV. OUT=2534.46 S a d P SUMP=2534.25 Q25=0.03 CFS ( ) Q25=0.15 CFS 2.29% Q100=0.05 CFS SUMP=2533.46 m Q Q100=0.21 CFS Q25=0.24 CFS D2 SDMH 1.8C m VERTICAL SAND FILJTE11-8 oZ Q100=0.33 CFS w VERTICAL SAND FILTER 1.10 W MCMURTREY ST STA. 10+07.50 RIM=2537.53 - Ln y 12" INV. IN=2534.26 (E) Z J a a Q I 12" INV. IN=2534.26 (W) Z D } 12" INV. OUT=2534.26 S 33 L.F. 12" C-900 @ m Z 24 L.F. 12' C-900 @ ( ) W < Z 0.50% 47 L.F. 12" SUMP=2532.26 a Z w C-900 @ 0.50% 0.50% W is w �"W o 8"W "W VERTICAL SAND FILTER 1.17_ALLEY BIORETENTION SWALE 1.4 0 SDMH 1.8 D2 6+00 W MCMURTREY STa `� 17+0o Z 1¢ Z D1 DCB 1.8A VERTICAL SAND FILTER STA. 15+41.14_ _ _ _ _STA. 10+53.23 _ _ _ RIM=2538.40 43 L.F. 12 - RIM=2537.46PUBLIC) VERTICAL SAND FILTER 1.3 0 ADS HP @ 2.36% 12" INV. IN=2534.29 (N) ; M 12" INV. IN=2535.11 (S) 90' 90 116' As 12" INV. OUT=2534.29 (S) IT) L: BIORETENTION SWALE 1.512" INV. IN=2535.11 (N) ' _ ' 8"ss S 8" s >61 L.F. 12" Q Z aD 12" INV. OUT=2535.11 (E) OD � OD SUMP=2533.29 �- ADS HP @ 0.50% ALLEY DW p SUMP=2533.11 Q25=0.43 CFS �-W�B-O-WMIILL�, DR TEMPORARY STORM WATER BASIN 1.7 - (PUBUC) 90' sa I� Q100=0.59 CFS �' � • m 4 L.F. 12" ADS HP @ -0 1.65% a \�. `° 19 L.F. 12" ADS HP @ D3 D5 W� _ O 72' 2.81% J m TEMPORARY STORM n S� A 10 L.F. 12" ADS HP @ VERTICAL SAND FILTER 1.9 Sul } Q WATER BASIN 1.6 u O SDCB 1.8E D1 SDMH 1.8B D2 83' 0.00% KEY MAP > � O o STA. 15+41.14 STA. 15+88.24 SDMH 1.8A D2 71 SCALE: NTS a' O O RIM=2538.23 RIM=2537.95 STA. 10+75.03 D 56 L.F. 12" ADS HP @ 0.00% (PERFORATED) 12" INV. OUT=2535.23 (N) 12" INV. IN=2534.00 (N) RIM=2538.32 Rn N SUMP=2534.23 12" INV. IN=2534.00 (W) 12" INV. IN=2533.68 (N) 90' co co U�/ • U t� O Q25=0.15 CFS 12" INV. OUT=2534.00 (SE) 12" INV. IN=2533.68 (NW) s° M PINa) Q100=0.21 CFS SUMP=2532.00 12" INV. OUT=2533.68 (S) M 11+ 7 w j Z w .� H a 12" INV. OUT=2534.68 (E) �, .y 56 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- A DRAINAGE KEYNOTES Z ° BLOCK 03 I SUMP=2531.68 J 10 L.F. 18" ADS HP @ a" 11C O Z i 2 4 L.F. 12" ADS 0 50% 0.00% D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. J t U_ Q O S&G TRAP gg' D6 m D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611.co d 3 1.8 D4 _ w STA. 10+88.24 1 BLOCK 05 ISO RIM=2538.96 D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. O a 12" INV. IN=2533.65 (N) 10 D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. n n n Z rn Z 18" INV. OUT=2532.80 (E) J re INLET BAFFLE=2532.55 ¢ D5 CONSTRUCT VERTICAL SAND FILTER "1.8" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. III III W � OUTLET BAFFLE=2533.55 � � W DESIGN INFILTRATION RATE: 1.0 IN/HR. ? FINISH GRADE ELEVATION: 2538.15 TOP OFELEVATION: 2536.65 Z VERTICAL SAND FILTER 1.8 - PLAN VIEW BOTTOM OFDBED ELEVATION: 2530.65 Iw SCALE: 1" = 20' GROUNDWATER ELEVATION: 2530.50 LENGTH: 62' DEPTH: 6.0' = Z CHAMBER 1 WIDTH: 4.5' Q LO CHAMBER 2 WIDTH: 17.5' m o REQUIRED V2: 688 CF REQUIRED V106 2,540 CF D6 ACHD STORM DRAIN EASEMENT. Z O 2545 2545 0 w 0 Q r.w vo m Ln °O Cn 00 00 prj N M CO Cb M M L0 LM LM Lf) N Z N N b 00rn N wU N N 0006 Z O Q 00 + < O M 00 - > > "N Z Z cli Ln > > > > NC.D W N Z Z ZZ H (V 00N � ( Nm M Ln 2540 N L� N0) NN 2540 II 40 N N N 00--4:� ROPOSFD GRADE co o re) M 00 to L0 00 + L0 Ld Ln LnN N CO C14Z N co m Q II N z 0 E 62.0' - O EXISTING GROUND 0 Q Q Z CD Z ~ 2535 J z 2535 33 L.F. 12" C_900 @ 0.50% O� _ O z u Q �o�o�o�o�o ono z ,,0000 -000000000 W Q oo..o..o..o 'Co56 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED). o Q Q Q H.G.L. @ W CO 0.33 CFS 19 L.F. 12" ADS HP @ 03 Vloo Q�oo==2.55 FPS 2.81% '^ H.G.L. Q V w 8" C-900 Qloo=0.93 CFS low I Q WATER CROSSING V,00=6.40 FPS z �^ = 4 L.F. 12" ADS HP @ V In 0.50% z 0 z z 2530 10 L.F. 18" ADS HP @ 2530 a Q 0.00% (� o (\I APPROXIMATE GROUNDWA R ELEVATION IV � w 0 0 CD z w CD z FEET 20 0 10 20 40 In Q o IF� DATE: SCALE: GRAPHIC SCALE 01/12/2026 AS NOTED co 1 inch = 20 ft. Horizontal DESIGN: DRAWN: � FEET 2 0 1 2 a 2525 2525 ALH PDL 0 10 11 12 JOB NO.: FILE NAME: Q 8066 8066-DS-S-DRAIN-PH01 GRAPHIC SCALE VERTICAL SAND FILTER 1.8 - PROFILE VIEW HORIZONTAL SCALE: 1" = 20' NO.: REF. /� ■ 1 8 w 1 inch = 2 ft. Vertical VERTICAL SCALE: 1" = 2' 'T V i SHE 22 OF 41 z 0 F N BLOCK 05 W USTICK RD ❑2 1C z 2 w r a � yb° _ Ld 0 o c� a 0:: A COD SAND FILTER 1.1 N 00 0 J CD ¢ VERTICAL SAND FILTER 1.2 P r m o O 3 100' w VERTICAL SAND FILTER 1.10 W MCMURTREY ST VERTICAL SAND FILTE 1.8 z } a A ° D4 S&G TRAP 1.9 CD STA. 11+01.78 RIM=2538.11 = 12" INV. IN=2533.90 (W) o a Id„9-< 18" INV. OUT=2533.05 (S) 17 L.F. 12" ADS HP ® a Z w U Z INLET BAFFLE=2532.80 VERTICAL SAND FILTER 1.12 BIORETENTION SWALE 1.4 W 0.50% OUTLET BAFFLE=2533.80 VERTICAL SAND FILTER 1.11 z I Z 1// VERTICAL SAND FILTER 1.3 ADS HP ® 0.50% 22 L.F. 18" ADS HP ® ALLEY B PUBLIC) N SDMH 1.96 D2 STA. 10+57.38 0 12+10.78 BIORETENTION SWALE 1.5 Q Z 00 RIM=2537.94 - 74 L.F. 18" ADS HP ® 0.00% (TOP HALF PERFORATED) (Pusuc> W BOWMILLS DR TEMPORARY STORM WATER BASF W 0 N PATNEY AVE 12" INV. IN=2534.08 (W) 12" INV. OUT=2534.08 (S) O m SUMP=2532.08 W LLJJ VERTICAL SAND FILTER 1.9 J m TEMPORARY STORM n Z C WATER BASIN 1.6 Sul U a) SDMH 1.9C D2 "n STA. 10+31.00 s "2 c/1 I =12" ADS W 04 KEY MAP o 0 O 0 RIM=2537.62 gp gp 3 SCALE: NTS ' 1 12" INV. IN=2534.21 (S) Eo 0 12" ADS HP 0 0.00% (PERFORATED) N � +, 12" INV. IN=2534.21 (N) O /� • 3 12" INV. OUT=2534.21 (E) U \ SUMP=2532.21 90 10' U a) o N Lu 14 L.F. 12" ADS HP ® Z w 0,50% 22 L.F. 12" D2 SDMH 1.9A 12c ADS HP 0 0.50% STA. 10+76.28 DRAINAGE KEYNOTES Z -5 90' RIM=2537.98 • Q L- 90° D3 D6 D5 D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. 1n+nn 12" INV. IN=2533.99 (N) J -C O s 12" INV. OUT=2534.99 (S) n d D3 + 12" INV. OUT=2533.99 (E) FUTURE D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. BLOCK 04 to SUMP=2531.99 PHASE D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. • �`� ❑11 SDCB 1.9B D1Z O "SDCB 1.9A Z 1 j STA. 10+13.75 STA. 10+31.13 D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. n n n RIM=2537.30 RIM=2537.30 u W 12" INV. OUT=2534.30 (S) 12" INV. OUT=2534.30 (N) D5 CONSTRUCT VERTICAL SAND FILTER "1.9" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. LV SUMP=2533.30- 0. L.F. 12" ADS HP 63% SUMP=2533.30 Z Q25=0.35 CFS I Q25=1.35 CFS DESIGN INFILTRATION RATE: 1.0 IN/HR. Q100=0.49 CFS Q100=1.88 CFS FINISH GRADE ELEVATION: 2539.20 TOP OF BED ELEVATION: 2536.55 Z Z VERTICAL SAND FILTER 1.9 - PLAN VIEW BOTTOM OF BED ELEVATION: 2532.55 LLI GROUNDWATER ELEVATION: 2531.14 SCALE: 1" = 20' LENGTH: 80' DEPTH: 4.0' = z CHAMBER 1 WIDTH: 6.5' Q LO CHAMBER 2 WIDTH: 24' m o REQUIRED V2: 858 CF REQUIRED V100: 3,169 CF D6 ACHD STORM DRAIN EASEMENT. z 0 2545 2545 0 w 0 Q m r U _N Z L a rn rn o 0 vv 00 o rnrn O M M M � CV N N C, 0) pp \ F- 11 ¢II> I I M cl- M+ nII nj O IIZ p°° Z -O o +2540 NII N � o M ¢ 2540> a N N PROPOSED GRADE > II C> o? p +M Ln C14 NZ c Ld ad (n (n� rn V V NO) F- N04 nCN 0 11 C4 Z p ° CD m N C) II 0- LO Lo � � N N N N -04 - Ln z > 80' r = I - - - - - - - - - - - - ° - - - - - - - - - EXISTING GROUND O Q Q Z CD Z ~ 2535 2535 J 0 - _ o z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 00000000000000000000000000000000 Q 0000000000000000000000000000000000 0 0 0 0 0 0 0 0 00000000000000000 0 0 0 0 0 0 0 � 0000000 0 0 0�0„0„0„0„0„0„0„0„0„0„0„0„0„0„000000o Q 0 A A A 74 L.F. 18" ADS HP ® 0.00% (TOP HALF PERFORATED) A A O LiJ > C) co 0 Q o W m ! ^ 03 14 L.F. 12" ADS HP © v m 0.50% 22 L.F. 12" ADS HIP 0 0.50% Q V ! ^ uu ADS HP @ 0.50% 15 L.F. 12" 22 L.F. 18" z ADS HP 0 0.50% ADS HP 0 0.00% CD DE � Q Z APPROXIMATE GROUNDWATER ELEVA ION z 2530 2530 Q U z U Q LLJ w 0 0 z CD H.G.L. CD z FEET Q1oo=3.05 CFS 20 0 10 20 40 V1oo=4.69 FPS Q o DATE: SCALE: GRAPHIC SCALE 01/12/2026 AS NOTED 1 inch = 20 ft. Horizontal DESIGN: DRAWN: 03 FEET ALH PDL 0 2 0 1 2 4 2525 i 2525 Q 10 11 12 12 JOB NO.: FILE NAME: 0 8066 8066-DS-S-DRAIN-PH01 cn GRAPHIC SCALE VERTICAL SAND FILTER 1.9 - PROFILE VIEW HORIZONTAL SCALE: 1" = 20' NO.: REF. /� ■ 19 w 1 inch = 2 ft. Vertical VERTICAL SCALE: 1" = 2' 'T :J SHE 23 OF 41 z o � N o _ W USTICK RD z w > I o Q O o yb� _ ° wIL VERTICAL SAND FILTER 1.1 Z a A D1 SDCB 1.12A Q VERTICAL SAND FILTER 1.2 d 05 Z STA. 10+45.25 m r RIM=2536.58 12 D4 S&G TRAP 1.10 0 � 12" INV. IN=2533.41 (N) VERTICAL SAND FILTE 1.8 oz � W MCMURTREY ST ° STA. 11+13.50 BLOCK 02 0 12" INV. OUT=2533.41 (S) w VERTICAL SAND FILTER 1.10 RIM-2536.91 ±t = SUMP=2532.41 D2 SDMH 1.12 3 STA. 10+51.06 12" INV. IN=2532.97 (S) ❑7 v Q25=0.31 CFS m z RIM=2537.15 HP 0 18" INV. OUT=2532.12 (W) Q100=0.43 CFS 12" INV. IN=2533.38 (N)21 L.F. 18" ADS 0.00% 21 12" INV. OUT=2533.38 (W) W o � Z Z INLET BAFFLE=2531.87 �' r � w m o OUTLET BAFFLE=2532.87 12" INV. OUT=2534.38 (S) Q Z W U 10 00 11+00- SDCB 1.12E D1 SUMP=2531.38 VERTICAL SAND FILTER 1.12 BIORETENTION SWALE 1.4 79 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) D1 SDCB 1.10A STA. 10+10.75 70 VERTICAL SAND FILTER 1.11 Z STA. 11+43.54 BLOCK 05 RIM=2536.58 VERTICAL SAND FILTER 1.3 Z BLOCK 03 a 190 O RIM=2536.25 12" INV. OUT=2533.58 (S) d D3 D6 D7 ALLEY B PUBLIC) 12" INV. IN=2533.09 (E) ❑8 SUMP=2532.58 1C 16 L.F. 12" 12" INV. OUT=2533.09 W N ADS HP @ 0.50% oo SUMP=2532.09 O Q25=0.28 CFS 29' Q100=0.39 CFS BIORETENTION SWALE 1.5 Q Z 00 �- N Q25=0.62 CFS I (PUBLIC) W BOWMILLS DR TEMPORARY STORM WATER BASIN 1.7 W Q100=0.86 CFS 10+00 _ • c 90' 90' 11+88.79 33 L.F. 12" O 39 L.F. 12" 44 L.F. 12" _3_ 4 79 L.F. 12" ADS HP @ 0.00% (PERFORATED) O 1111�- 30 L.F. 12" w -- C-900 @ 0.50% ADS HP @ 0.00% ADS HP @ 0.00% (PERFORATED) M W ADS HP @ 0.50% 1 90' 90' \ VERTICAL SAND FILTER 1.9 J m TEMPORARY STORM n Z w I D1 SDCB �106 d01 D3 a°. d°.( - -- O ADS HP @ 8' 111+ 6.43 Q WATER BASIN 1.s Sul } STA. 11+75.04 KEY MAP W _ o 2 L.F. 12 @ 0.50% m. ,", =°°, 3 L.F. 12' ADS HP @ ^ RIM=2536.25 '° °` '� �` '°lam°° SCALE: NTS Ix � 00 0 21 L.F. 12' ADS HP @ 12" INV. OUT=2533.25 W -. - - d° - 0.50% ° �W 0.00% ( ) I 44 L.F. 18° N SUMP=2532.25 5 L.F. 12" ADS HP @ D4 S&G TRAP 1.12 ADS HP @ 0.00% ( (J f) ► N Q25=0.77 CFS 0.50% STA. 10+60.35 U V • to 00 (TOP HALF PERFORATED) p D2 SDMH 1.10 Q100=1.07 CFS '°' '°' �' '°` U . O RIM=2536.43 6"PI D3 D5 I p7 ` 6'PI-< 6"PI-< s"Pi < STA. 11+38.29 �- ' ,°. V' a) N 12" INV. IN=2533.34 (E) ? LU w .i RIM=2536.80 18" INV. OUT=2532.49 (S) m ❑7 ® �9 10 11 12" INV. OUT=23.06 (E) I INLET BAFFLE=2532.24 DRAINAGE KEYNOTES Z 12" INV. OUT=2534.06 (W) OUT_LET BAFFLE=2533.24 • Z >+ 12" INV. OUT=2533.06 (N) MCDERMOTT BYPASS D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. Q ) SUMP=2531.06 _ n J N © Z D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. d 3 D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. pq Z D5 CONSTRUCT VERTICAL SAND FILTER "1.10" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. W DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2537.49 TOP OF BED ELEVATION: 2535.99 Z BOTTOM OF BED ELEVATION: 2531.49 W VERTICAL SAND FILTER 1.10 - PLAN VIEW VERTICAL SAND FILTER 1.12 - PLAN VIEW GROUNDWATER ELEVATION: 2531.14 SCALE: 1" = 20' SCALE: 1" = 20' LENGTH: 85' = Z DEPTH: 4.5' Q CHAMBER 1 WIDTH: 8.5' a LO CHAMBER 2 WIDTH: 32' m o REQUIRED V2: 1,170 CF REQUIRED V100: 4,320 CF D6 CONSTRUCT VERTICAL SAND FILTER "1.12" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2537.96 TOP OF BED ELEVATION: 2536.46 BOTTOM OF BED ELEVATION: 2531.96 GROUNDWATER ELEVATION: 2531.14 2545 2545 2545 2545 LENGTH:DEPTH: 4.5 4.5' CHAMBER 1 WIDTH: 4' Z CHAMBER 2 WIDTH: 14' REQUIRED V2: 320 CF REQUIRED V100: 1,182 CF 0 Ld D7 ACHD STORM DRAIN EASEMENT. Q i^n NCO to N �v co r i 1.0 uj 2540 Q Z gQ 0 2540 2540 ¢ II O N M-z Nrz7 2540 O) cV M O r7 a0 SOLn ) N N N Vp NQ � LO 0) n O coD Lp W O N Ln NO 4 N ul� N N0 to �O - 00r ZC)oII N> n n� cna +r7 N N N ��o LO PROPOSED GRADE II +r7 N n -C14 O, > > PROPOSED GRADEN c0 ~� Nvia r7 04 M NI 04 o O � N_N c I N t C-UII 46 ( f ( ^ ul)> V 00 C �� N ao OFV O +M fn fn E n u) n n E 04 n � n> N U � N Q> o ��iti UQ II 1 NN�� N z N \ o ~-N = N z 50' 85' - 00 - H.G.L. @ EXISTING GROUND - - - - - Qioo=0.81 CFS - - - - - - - - - - EXISTING Vioo=3.41 FPS O Q - - - - - - - - - - - - - - - - 2535 RHH.G.L. @ GROUND 2535 2535 33 L.F. 12" 2535 Ql 0=1.07 CFS cID Vl 0=3.64 FPS C-900 @ 0.50% z Z ~ O _ O c D O O ° 0 0 0 0 J z _ - - - - - - - - •°°°� °°°°°°°°°°°°°°° O ono ° o ° ° ° ° ° ° ° o o c o ° ° o o < 0 0_ ..o- ..o-o-o-o-o�o ° ° ° o 0 o°o°o°0000< °°°r 44 L.F. 18" ADS HP @ 0.00%1000o Q u 35 L.F. 18" •„o�, . z °°°�0�0°0°< ADS HP @ 0.00% (TOP HALF PERFORATED) v , U 79 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) ° � z W \ Q ug;g v Q Q 16 L.F. 12" 30 L.F. 12" - H.G.L. @ ^ ADS HP @ 0.50% ADS HP @ 0.50% Qioo=0.39 CFS 5 L.F. 12" ADS HP @ 8" C-900 V�oo=2.68 FPS 0,50% �-�--� o WATER CROSSING 0 D m ce 21 L.F. 18" H.G.L. @ / Qloo=1.93 CFS Q ADS HP @ 0.00% w APPROXIMATE GROUNDWATER ELEVATION Vioo=4.25 FPScn 2 L.F. 12" @ 0.50% 3 L.F. 12" APPROXIMATE GROUNDWATER ELEVATION z �_ 2530 2530 2530 ADS HP @ 0.50% 2530 - DE LL Q Z c cn z EL U z � U 0 i Q � w 0 0 C z w i C = FEET � 20 0 10 20 40 En I 11 1 2525 2525 2525. 2525 DATE: SCALE: SCASENOTED GRAPHIC SCALE 10 11 12 10 11 11 1 inch = 20 ft. Horizontal DESIGN: DRAWN: M FEET ALH PDL 2 0 1 2 4 0 = JOB NO.: FILE NAME: Q 8066 8066-DS-S-DRAIN-PH01 0 cn GRAPHIC SCALE VERTICAL SAND FILTER 1.10 - PROFILE VIEW VERTICAL SAND FILTER 1.12 - PROFILE VIEW REF. w 1 inch = 2 ft. Vertical HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' NO.: C4.20 _j VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' NOES 24 OF 41 i z 0 SDCB 1.11E D1 �p p 20 L.F. 12" C-900 @ BLOCK 02 F STA. 12+79.99 ❑ 0.50% N RIM=2537.77 W USTICK RD �� O � � ® � r 12" INV. OUT=2534.77 (E) O D1 SDCB 1.11 D p y w +� D1 STA. 13+08.49 06O Z > SUMP=2533.77 STA. 13+50.37 Ld 025=0.03 CFS RIM=2537.77 RIM=2538.41 J M _ Q100=0.05 CFS D 12" INV. OUT=2534.77 W VERTICAL SAND FILTER 1.1 0 z ( ) 12" INV. OUT=2535.41 (S) o Z � 90. SUMP=2533.77 SUMP=2534.41 2 L.F. 12" ADS HP @ Q25=0.11 CFS o �� Q 90' 6" 1 < Q25=0.06 CFS I w 2 29% Q100=0.08 CFS Q100=0.16 CFS �P rVERTICAL SAND FILTER 1.2 Q y d P�� o D2 SDMH 1.11E ® STA. 12+85.24 0 W MCMURTREY ST VERTICAL SAND FILTE 1.8 oz o I RIM=2537.92 ® o VERTICAL SAND FILTER 1.10 12" INV. IN=2534.65 (W) �I 12" INV. IN=2534.65 (E) UCD 12" INV. OUT=2534.65 (S)� 24 L.F. 12" C-900 @ Z a a J 8"w 8„w J - $„w 0.50% $„w 8„w o a a Q LZ SUMP=2532.65 Z + IF W MCMU�TREY ST- 13+00 - - - 14+00 - - - _ a w Z a VERTICAL SAND FILTER 1.12 < BIORETENTION SWALE 1.4 W D2 SDMH 1.11D VERTICAL SAND FILTER 1.11 z 1¢ Z 90'- STA. 13+50.37 VERTICAL SAND FILTER 1.3 -> 8"SS > �"cc 9O'' >�8"SS- 8"SS > 8"SS > 8"SS- ALLEY B PUBLIC N O RIM=2538.59 ) �E D s�-61 L.F. 12" ADS HP @ 1.35% 12" INV. IN=2535.27 (S) 90• �90• 12" INV. IN=2535.27 (N) p3 SDMH 1.11C D2 I 12" INV. OUT=2535.27 (W) BIORETENTION SWALE 1.5 a Z 00 SUMP=2533.27 0� ALLEY D W BOWMILLS DR TEMPORARY STORM WATER BASIN W 0 STA. 12+85.27 + ® (Pusuc) RIM=2538.22 4 L.F. 12" ADS HP @ • c 12" INV. IN 2534.39 (N) o A 1.93% w m TEMPORARY STORM VERTICAL SAND FILTER 1.9 12" INV. IN=2534.39 (E) Q WATER BASIN 1.s } 12" INV. OUT=2534.39 (S) D1 SDCB 1.11C W 0 SUMP=2532.39 STA. 13+50.3704 RIM=2538.41 KEY MAP O O 12" INV. OUT=2535.41 (N) SCALE: NTS 0 O SUMP=2534.41 +6 a a Q25=0.11 CFS N +� CDV Q100=0.16 CFS N N + U • O 0 A m `v W o Z .i H DRAINAGE KEYNOTES Z W o C d Z i a N D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. J a) A 13 D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. 3 `� 1 C • w D1 SDCB 1.11A D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. MO > STA. 10+45.25 Z r j < D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. n n n RIM=2536.25 u � a Z 12" INV. IN=2533.09 (W) D5 CONSTRUCT VERTICAL SAND FILTER "1.11" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. LLI W 0 12" INV. OUT=2533.09 (E) v SUMP=2532.09 J / Z z Q25=1.21 CFS v DESIGN INFILTRATION RATE: 1.0 IN/HR. Q100=1.67 CFS FINISH GRADE ELEVATION: 2537.28 n n n 0 TOP OF BED ELEVATION: 2535.55 I LJuu I Z BOTTOM OF BED ELEVATION: 2531.55 LV a 2 L.F. 12" ADS HP @ GROUNDWATER ELEVATION: 2531.14 0.50% LENGTH: 100' D3 D5 D6 12 DEPTH: 4.0' J z 22 L.F. 12" A CHAMBER 1 WIDTH: 9.5' Q 4 L.F. 12" ADS HP @ ADS HP @ 0.502. m o CHAMBER 2 WIDTH: 35' 0.50% REQUIRED V2: 1,568 CF 90' 90° 21 REQUIRED ViOa 5,789 CF 0w -� O ♦� O 94 L.F. 12" ADS HP @ 0.00% (PERFORATED) D6 ACHD STORM DRAIN EASEMENT. D3 w 90° 90° SDCB 1.11B D1 22 L.F. 12" ADS HP @ STA. 10+13.75 o A 0.00% RIM=2536.24 BLOCK 03 12" INV. OUT=2533.24 (E) C SUMP=2532.24 Q25=0.66 CFS I CD 30 L.F. 12" ADS HP @ Q100=0.92 CFS T N O 0.50% zo SDMH 1.116 D2 SDMH 1.11A D2 STA. 10+20.54 STA. 10+50.50 A RIM=2536.41 RIM=2536.80 O 1 0 12" INV. IN=2533.06 (W) 11+00 12+ 7.29 w 12" INV. IN=2533.21 (N) 12" INV. OUT=2534.06 (E) 94 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) 12" INV. IN=2533.21 (W) 12" INV. OUT=2533.06 (S) 12' INV. OUT=2533.21 (E) SUMP=2531.06 SUMP=2531.21 1 22 L.F. 18" ADS HP @ S&G TRAP 1.11 D4 0.00% _ STA. 10+88.75 RIM=2536.96 a 12" INV. IN=2532.90 (N) I 120' I I r 18" INV. OUT=2532.05 (E) m co INLET BAFFLE=2531.80 r a OUTLET BAFFLE=2532.80 ❑2 ❑3 ❑4 ❑5 ❑6 ❑7 z w VERTICAL SAND FILTER 1.11 - PLAN VIEW a SCALE: 1" = 20' N o w N � 2545 2545 N L w Of N 0 N N O O Q Q Z p CD N rrj CO CO v .r> O O O 0 O 7 2540 N w N N C> N 2540 J L z n cv O Np p N O to Q0 O _N Q om > C>j W m O a0 0 Lr. ? 0 N N U N NO] II 00rnN U � 04 0000 ? M NN rn Qoi OfN m PROPOSED GRADE W ph II II - � o p � II N6 0 +M n 04 N O _ O N _ M Q N m 0- fC0 Q N NCn03 O N N O O Q w L Q EXISTING GROUND 100' GE - - - z CD 2535Of 2535 0 z Qioo=1.37 CFS a ~ Q .G.L. @ Vi00=3.97 FPS U 0100-0.92 CFS Ld � Iv Vioo=3. 7 FPS 30 L.F. 0.5 0 � >000000000000000000000000 000000000000000000000000000000000 000 � (J7 W ADS HP @ 0.50% >000000000000000000000000 000000000000000000000000000000000 000 CD > 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 000000 z >000000000000 00000000 0 94 L.F. 18" ADS HP 0 0.00% (TOP HALF PERFORATED) H.G.L. @ CD z FEET Qloo=3.05 CFS 20 0 10 20 40 1 Vloo=4.69 FPS >- 4 L.F. 12" 22 L.F. 18" ADS HP @ o ADS_HP @ 0.50% 0.00% DATE: SCALE: GRAPHIC SCALE 01/12/2026 1" = 20' co 1 inch = 20 ft. Horizontal 22 L.F. 12" TAPPROXIMATE GROUN WATER ELEVATION DESIGN: DRAWN: j FEET ADS HP @ 0.50% 2 L.F. 12" ALH PDL 0 2 0 1 2 4 2530L 0 ADS HP @ 0.50% 11 12 12 530 JOB NO.: FILE NAME: Q 8066 8066-DS-S-DRAIN-PH01 GRAPHIC SCALE VERTICAL SAND FILTER 1.11 - PROFILE VIEW REF. HORIZONTAL SCALE: 1" = 20' NO.: /� W 1 inch = 2 ft. Vertical VERTICAL SCALE: 1" = 2' 'T■ SHE 25 OF 41 Z ` 0 F N U _ W USTICK RD Z O w CC J O M 6� y Ld VERTICAL SAND FILTER 1.1 o Z U / w o �� SAP Q VERTICAL SAND FILTER 1.2 Ofy P�� w d T 00 Q VERTICAL SAND FILTER 1.10 W MCMURTREY ST VERTICAL SAND FILJT1.8 oz U U J C7 m W Z J r _::3 o � Z � Z Q Z W U VERTICAL SAND FILTER 1.17_ALLJEY < BIORETENTION SWALE 1.4 W a VERTICAL SAND FILTER = 1¢ Z GROUNDWATER UBLIC) VERTICAL SAND FILTER 1.3 0 N p� I HIGH FLOW BYPASS ° OBSERVATION WELL 12" ADS HP PIPE Q Z 00 BIORETENTION SWALE 1.5 Z (PERFORATED) ]B W BOWMILLS DR TEMPORARY STORM WATER BASIN 1.7 - / ASTM C-33 FILTER FABRIC ALLEY D BLOCK 01 FILTER SAND (PUBLIC) Ilk VERTICAL SAND FILTER NOTES - - _ _ FINISH GRADE ELEVATION 2539 1C1I1 = = _ _ (_0 I-I I-IIIIIIIIIIIIIIIIII-III I IIIIIIIIIIIIIIII-III I IIII1 1, IIII-III- -III III 1.5' MIN. W� LLLJJJ 1=111=111=111=ll1=ll1=ll1=ll1=ll1=ll1 111=111=111=111=111=111=ll1 111=111= 111=111- =111= = -, J m TEMPORARY 4 r I 1. NO TREES SHALL BE PLANTED ABOVE, OR WITHIN 10' OF, THE VERTICAL SAND FILTER. ll1=ll1=III-III TOP OF BED ELEVATION VERTICAL SAND FILTER 1.9 Z_ Q ll=„ll ll t\ - Q WATER BASIN 1.6 V N �, 3i 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING REPORT WOVEN GEOTEXTILE } x O N PREPARED BY GEOTEK, DATED DECEMBER 2025. FABRIC = KEY MAP LU o 0 Z 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS O ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. o SCALE: NTS 10.' D4 2-YR STORM FLOW 1 Y - 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF 18" ADS HP PIPE +� c4 A D1 -" CFS I 18+0 $+ 6.31 NOT A PART ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE WITH ACHD (TOP HALF PERFORATED) 1% 0 c cn 00 1 INSPECTOR REGARDING PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR -� - p Z I BOTTOM OF BED ELEVATION O Q100=0.10 CFS TO BACKFILLLING. U I- �� N GROUNDWATER ELEVATION a) 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER DETAILS PVC LINER � ZONS. w /�� 6. PVC LINER AND TOBE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES OF " CRUSHED ROCK CHIPS OR DRAINAGE KEYNOTES Z a"W o Dl Q25=0.07 CF�i a ss D5 THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED 2" WASHED DRAIN ROCK • Z 5 p0 /$ 100-0 I0 S SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 MIL MIN. PVC D1 CONSTRUCT SHALLOW INLET PER ACHD SUPPLEMENT TO ISPWC SD-715. J a) GEOMEMBRANE. d 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE SECTION A-A D2 TEMPORARY DITCH WITH 1% MIN. SLOPE. LENGTH PER PLAN. 3 S FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. p3 TEMPORARY STORM DRAIN EASEMENT. M a"ss 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF CHAMBER 1 O N; WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. THIS SHEET. Z _ 1 � D4 CONSTRUCT BIORETENTION SWALE "1.4" PER ACHD BMP 30 AND DETAIL 2, rn A � rx 18" ADS HP PIPE 18" 0 ADS HP PIPE PVC LINER DESIGN INFILTRATION RATE: 1.0 IN/HR. 0', I (NO PERFORATIONS) w (TOP HALF PERFORATED) TOP OF SWALE ELEVATION: 2538.11 R n Z BLOCK 07 I I LENGTH BOTTOM OF SWALE ELEVATION: 2537.53 U U " CRUSHED DEPTH: 0.58' n n n 0 1 2539 1 C I I ROCK CHIPS GROUNDWATER ELEVATION: 2531.14 W 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 CHAMBER 1 REQUIRED VOLUME: 138 CF u ,.�� 2-YR STORM FLOW 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 o WIDTH SWALE BOTTOM AREA: 68 SF N 1 1' CRUSHED ROCK CHIP DEPTH: 2.5' ro. 5 = z 1 ASTM C-33 D5 CONSTRUCT BIORETENTION SWALE "1.5" PER ACHD BMP 30 AND DETAIL 2, THIS SHEET. Q FILTER SAND 5' m o WOVEN GEOTEXTILE DESIGN INFILTRATION RATE: 1.0 IN/HR. FABRIC TOP OF SWALE ELEVATION: 2538.11 BIORETENTION SWALE 1.4 & 1.5 (N 0 ADS PIPE BOTODDEPTHM OF SWALE ELEVATION: 257.53 0.58' SCALE: i" - 20' (NO PERFORATIONS) GROUNDWATER ELEVATION: 2531.14 HIGH FLOW BYPASS 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 o CHAMBER 2 REQUIRED VOLUME: 138 CF 1' WIDTH SWALE BOTTOM AREA: 68 SF 5' CRUSHED ROCK CHIP DEPTH: 3.25' " CRUSHED ROCK CHIPS 5' D6 CONSTRUCT TEMPORARY STORMWATER BASIN 1.6 PER SECTION B-B, THIS SHEET. R M DESIGN INFILTRATION RATE: 1.0 IN/HR. TOP OF POND ELEVATION: 2539.00 Z -a"PI BLOCK 06 4„ „PI I 12" ADS HP PIPE BOTTOM OF POND ELEVATION: 2537.50 p L253 (PERFORATED) GROUNDWATER DEPTH: 1.50' FILTER FABRIC PLAN Lo.A OBSERVATION WELL FREEBOARD: 0.50' U 1C U GROUNDWATER ELEVATION: 2531.14 REQUIRED VOLUME (100-YR EVENT): 173 CF o Z SWALE BOTTOM AREA: 102 SF 1�, VERTICAL SAND FILTER DETAIL SWALE TOP AREA: 314 SF A N.T.S. Q D7 CONSTRUCT TEMPORARY STORMWATER BASIN 1.7 PER SECTION B-B, THIS SHEET. o J Z DESIGN INFILTRATION RATE: 1.0 IN/HR. a"wv s"W - TOP OF POND ELEVATION: 2539.00 BOTTOM OF POND ELEVATION: 2537.50 m BIORETENTION SWALE NOTES DEPTH: 1.50' } 17+00 0 1.5, 5.5' 1.0' FREEBOARD: 0.50' U + 1. SEE SPECIFICATIONS IN ACHD BMP 30 FOR BIORETENTION SOIL MEDIA (BEV), MIN. MIN. GROUNDWATER ELEVATION: 2531.14 Q A 2. SIDE SLOPES SHALL BE 4:1 MAX. SLOPE. 2.0' MIN. REQUIRED VOLUME (100-YR EVENT): 311 CF s"ss S "s < a"ss < 3. DEPTH OF SWALE AS SHOWN ON DESIGN PLANS SHOULD BE SIZED TO SEE PLAN SWALE BOTTOM AREA: 223 SF N ADDRESS STORMWATER MANAGEMENT REQUIREMENTS. J SWALE TOP AREA: 558 SF w W BOWMILLS DR 4. INFILTRATION RATE OF NATIVE SOILS AT SUBGRADE SHALL BE MIN. 1.0 IN/HR. N N a _ 5. VEGETATE WITH DROUGHT TOLERANT PLANT SPECIES, WASHED SOD OR SANDY N n SOD PER LANDSCAPE PLANS. m I o Ln 6. IRRIGATION TO BE DESIGNED FOR SPECIFIC APPLICATION. x > cl 5% 5% w N - n -� 4:1 MqX. 4:1 MAX' �- N BIORETENTION SOIL MEDIA, `iU �%o �`i�iU� �i U` �iU` �i UNCOMPACTED BIORETENTION SOIL MEDIA, A Z53y BLOCK 07 COMPACTED TO 95% DRY DENSITY %%�Q ����� '��'�����'��� SCARIFY SUBGRADE 3" MIN. BEFORE BEHIND CURB �, �\^�,�ui z ��\^, ,�\^,,,\ �,�\^� �,^�; BIORETENTION SOIL INSTALLATION r o \ 24" BIORETENTION SOIL MEDIA O BLOCK 08 o CHOKER LAYER ASTM #8 OPEN-GRADED FRACTURED O Q Q 1C p7 2538.31 FL D6 / ~ AGGREGATE BEDDING COURSE 2" THICK z r(i GROUNDWATER ELEVATION 2538.31 FL B = z D2 z / J" CRUSHED ROCK CHIPS, J 0 D2 1 F DEPTH VARIES Q O oo B B Uo - - N BIORETENTION SWALE DETAIL > Q N LI � � � � / SEE ACHD BMP 30 � N.T.S. Q / o B 0 I 1- O p 24' to w C o Do CD D 03 S Q z c� DE Q 20 Q z o + 0 CD z D3 / a_ Q 107' 0 FUTURE PHASE Q n H 0 zLLI TEMPORARY STORM WATER BASIN 1.6 & 1.7 TEMPORARY STORM WATER BASIN NOTES SCALE: 1" = 20' CD z FEET 1. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER 20 0 10 20 40 MONITORING REPORT PREPARED BY GEOTEK, DATED DECEMBER 2025. WIDTH PER PLAN 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF 0 GROUNDWATER IS ENCOUNTERED AT ELEVATIONS HIGHER THAN DATE: SCALE: GRAPHIC SCALE SHOWN ON THE PLANS. 01/12/2026 1" = 20' � MATCH EXISTING 1 inch = 20 ft. Horizontal 4. DESIGN: DRAWN: CD 03 FEET ' 1 = ALH PDL 0 2 0 1 2 4 _ JOB NO.: FILE NAME: Q 4" MIN. LAYER OF TOPSOIL OR 8066 8066-DS-S-DRAIN-PH01 0 i AMENDED NATIVE MATERIAL W/ GRAPHIC SCALE MINIMUM INFILTRATION RATE OF 1.0 IN/HR u 1 inch = 2 ft. Vertical SECTION 6-B REF. C4 22 NO.: c N.T.S. SHE 26 OF 41 i z 0 L) N U z w r- 6O S LL' zo Q N7 z Z O C9 r w 0) � d P w f // \ / N NOT A PART a z00 // /j/ ���c9j / �/ ��h��1 j % //////x / / �� / �ySgSR/// \ \ 2536.26 • c / 13 14 8 9 8 11 1 4 10 3 1 10 1 14 rJ 2537.26 } O // / / �/ 2537 ^ IW N ��-- r T BO Lu N p O 2538 O O / / /S� // 2537.45 / // / / 0.5% 11 l0 1.0% /0.5% 1� 5% o �ss�9s \ tiyy0�� N 04 / / 1� � 2538.72 TIC 2538.82 TC 1 2539.64 TC �I 9(n • O V) 00 ---- s��-- - 1.0% 2538.72 TC-2538.83 1.2% sTs \� -- ------- - -- ----------- ` --�- Z W3 9.8 6.0 ; N H j / �� / pjf• 's b\ b\ o I w 0 2537.19 / o o w s. of 1 \ Z �� � rn � \�, c �� yoc�y ay 1.8. ry N I I w (�D Q a) / \ / 15 3 TO T° �s 6�� ti yya 15.0 J � / R52' \ s9°� ti d / I 0.5% 1.7% 1 9.0' 12.0' 20.0' TO 12.0' �yy�� 6.0' o I `) , • M 2537.38 2537.52 � O � I � 7 6 .5e 5 5 Io / N„ by o �� o DOG PARK I �s��° 1 _ ; _ z_ M / + \ c'v BLOCK 01 �y N V o 15 AREA I � W 8.0' 0.5% � � 5 1 ,�c 1 C �ss9> 1 5 I�I 2s �s�OseT 8.0' � ° °�° � Z s � c I IX/ I �c o c 2s�9si y��° TO Tc 2sR0 1 W 15 �' n n t7. 12 2 �� ° ,0 8.0 27.0 M 1� 2 �� 0' S - -�4 1 "' R4' 1.0% N 1.4% / y� o ° J Z - - - - - 8.0' 5.0' ya °' ° _° ° °m a LO ?53865 TC I o 53g 43 ZC ��c 46.0' ISO] 7.0' 82.0' �o DO - �� o0 ti' Tn ° o [C-Ll 5� 8 SS `w - M"Z L M„Z l M"Z L M„Z l MI" l M„Z l � 0 N DAYSPRING WAY M"z` M 12..W ' 1 0 M , 1¢"W 8,. ss � 2538 0 N _ _ w -` 01 < ss„01 ��� s "01 ss"0� < ss"ol��< cn -> ss, cn -s°ss < a°ss < / A 1 'ss _ <� a � 10°SS- I / ��� Nn m `ao m - V) a a N a a a a O 4 3 N \ 00 I BLOC ' a a a a a \ -Go W I III a a a a \ o �_ BLOCK 02 I I I I IF Id"b "b Id"b Id"b Id"b Id"b Id b Id"b Id„b Id"b Idj7 =1d., `� W + TId I - - - - - - - - - - - - I - - It - - of 0 N � U KEYNOTES O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). 0_ 0 O2 6" VERTICAL CURB WITH REVERSE GUTTER PAN PER ISPWC SD-701R (ACHD � Q SUPPLEMENT). J z - O3 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD-701 A. o � Z Z ® CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT), WIDTH PER O PLAN. w O z U Q O5 4" SOLID WHITE PAINTED STRIPE, TYP. 0 Q © ACCESSIBLE PARKING SYMBOL. / Q o O7 4" WIDE SOLID WHITE STRIPE AT 45' ANGLE, SPACED AT 2' ON-CENTER. 0 M MAX. 2% SLOPE IN ANY DIRECTION. J W 0 D m j ® ACCESSIBLE PARKING STALL SIGN, PER STATE AND LOCAL REQUIREMENTS. O9 MID-BLOCK PEDESTRIAN RAMP PER ISPWC SD-712G (ACHD SUPPLEMENT).Ln 10 ACHD COMMUTERIDE VAN PARKING STALL DESIGNATOR SIGN. DEVELOPER TO V z COORDINATE WITH ACHD ON SPECIFICATIONS. cn z Z i 11 STORMWATER FACILITY AND ASSOCIATED APPURTENANCES, SEE DETAIL, Q r� CD SHEET C4.17. a Q 12 DOG WATER FOUNTAIN/WASH HOSE STATION COMBO BY COOL DOG WATER U) o FOUNTAINS, OR APPROVED EQUAL. U W a 13 BIKE RACK. Q Cf) w 0 CD 14 SITE LIGHTING. LLI c? 15 BENCH. z En z o DATE: SCALE: 01/12/2026 1" = 20' DESIGN: DRAWN: co FEET ALH PDL 0 20 0 10 20 40 JOB NO.: FILE NAME: Q 8066 8066-DS-S-PARK-PH01 0 c GRAPHIC SCALE c cn REF. C 5. 1 w 1 inch = 20 ft. Horizontal No.: i SHE 27 OF 41 z 0 L) N U zi O 6 w O S L,,., o Q r+7 LL- _ Z O C9 r rn � d P NOT A PART z J wW. w w w w w w w w w Q w wro w w w w w w w w Z W USTICK RD = ss - - - ss s - - - ss ss ss ss ss ss v- ss ss ss ss ss W ss ss ss�s ss ss ss s s ss - - - - ss- , m 15 AD I- A -- - - - - - - - - - EX. MH-14 \\ Nk\ F� I \ Q Z 00 -- -- - \ \ W 0 t N 8 I o i 4„PI 4„PI 4 PI -- 4_PI -- 4„PI _- 4„PI I 2C I \ n -- -- -- -- -- -- 4"PI 4"PI 4'PI 4„PI 4„PI 4„PI I I Z N-- -- u --� I U � I -- \ W � 0 04 00 \ . � 0 0 Lu ❑ ❑ 10 ¢ w SSMH 1.01 I . 0 pp 8 ❑ w Q 11 2 13 0= 3 I I \ U a) N Ilk- Nw a N N \ I \ ❑ ZLU >_ � o Q w r I �OCK 01 \ Z W D W & SSMH 1.02 A I 1C I \ • Z -51 -- -- la 1C - s \ 1 ® D I 3 I ) \ Z _O " m C') I \ M 0 U A 0 o a i i BLOCK 02 I o � I I = \ W Lu e o � I ❑ ❑ � ® 3 i o \ �V Z C-) ❑ ❑ I z �o� \ Z e � i SSCO 1.03 � FH 1.10 i FH 1.05 1 A I \ �� ��� W 1 I SSCO1.04 i \ p0 5�� \ \ Z SSMH 1.07 _ ° _ o + - - _ SSMH 1.04 � o � ® ® ® EMI ® I I - �p� s ® ® ® ® I I ° ® ® ® SSMH 1.03+ ® Q a•w »w 8»w " _ _ 8• a»w 8 w a w 8»w a"w a"w I - - W MCMURTREY ST- "w g s•ss > •ss > a•ss > 8•ss > - - 1 I ° D s"� >-r a•ss D > 8•ss > 8•ss > 8•ss > a•ss > E•SS > 8•ss s �Q ® ® ® ® + J $ I SSMH 1.06 1n I - SSMH 1.05 ° FH 1.02 FH 1.11 I r I 11C r a SSCO 1.01 20' WATER 4 PI m m _ 3 EASEMENT 12 0 I S❑ S SI SSMH 1.09 s __NI-•- '� � o >s i I I < ❑9 I • N I J e BLOCK 03 I - ® m I NOTA I r 1c r 0 A I co- - 5 I� FUTURE PHASE I I - D _ _ I w P A - I a ❑7 SSMH 1.10 I a Q ` . '� m - - N• I I NOT A PART N Q a� r p I ¢ _ _ FH1.04 U I I Z I I ❑ I a I a I a I a I a I a II 10 II II z} l BLOCK -05 W ©F- aw a� U a_ A s � m I II I o w�I N I I � • ❑ �I' o a r FH 1.09 FH .06 � 5 ❑ - SSMH I I 1.11CL - N I I I I _ 4 - - I A F$y. A'W - Tip r ElN 1 I I �` ALLEY B (PUBLIC) � `� O sl _ ® I • Q Aft. -1 I _� 3 IlkZ z - I �e a SSMH 1.17 SSMH 1.16 ❑ ❑ 6 I Q _ 0 OD N 1 ` _ LOCK 0 I v1 � 1 C z� Z s I 0 I 2 I 3 I 4 I 5 I 6❑ I I 8 I 9 I 10 I 11 I 12C - - 2 1_f ❑ I ❑ I ❑ I ❑ I ❑ II ❑ I ❑ I ❑ I ❑ I ❑ I 13 0 ❑ FH1.03 " Ou I °o SSMH 1.08 a M�' $ - - _ ` Q r -I �� 6"PI < A 6"PI-<- -< L J Q T - - 4„. + „P ® FH 1.07 1C 3 SSMH 1.14 ess SSMH 1.13 0 I �� a",N " � m 0 � W BOWMILLS DR °° a•w- s~ " ��8 ss 1 C w ALLEY D (PUBLIC) - I - - - >- s•ss > s > SSMH 1.12 LOC 07 J D- o cn » 8•$$ 8 • _ 1C 0 - 4 I 4 PI 4 1 4 PI BLOCK 08 _z II % SSMH 1.15 P1 6"PI-< cn z CD FH 1.08 o U Q SSCO 1.02 , s SSMH 1.18 m I m Ld LLI o FUTURE PHASE W I LLI I I I N CD Q I I I I I o DATE: SCALE: 1 I 01/12/2026 1"�D DESIGN: DRAWN: 0 cc FEET I I ALH PDL 0 50 0 25 50 100 JOB NO.: FILE NAME: Q 8066 8066-DS-S-U141101 0 c GRAPHIC SCALE G v' REF. �6. 1 U 1 inch = 50 ft. Horizontal (NO.: i NOES 28 OF 41 Z N O F N O ^I _ \\\ \\ O w O - W USTICK�-- -- o Z O 0r O I� C6.2 It K. __j1_0 w \ I Q s 0 �v' SA P�Q' Q r 0 w Q RIM=2540.51 ti BLOCK 01 __ S7 STA. 14+44 I W � I � � ~ J O W W I Z w �e I I 2C 1 CINV LEN. 94' = Q S6 S e INV. 2534.3 FH 1.01 W4 T c W I C6.10 C6.10 z 10 L1 I i :Z _ L_ ° - 'C W U J � LLI 10 LF-6�W4 - W1 Q C6.4 W MCMURTREY ST C6.5 II I I W7 W2 I W6 3 1 - - - _ I I w # � M� 1 I C I W 3 82 LF - - o Q to LuJ It "w 12 W 12"w 12"w 209 LF - _ `' I N ALLEY A r U Z 12"W 12"wl 12"w 3g LF W5 W3 I (PUBLIC) �I N DAYSPRING WAY Ws S1 SSMH 1.02 W6 I I t2"w 56 LF TFFM co I I I WS t2"w 12"W 77 LF FUTURE a Z C6.3 rn a {� o z I o0 Iw I _ I N II 10 LE SSMH 1.03 S1 N W6 w I PHASE Cn W 0 n W8 I S4 III' - N I ALLEY D Z C6.8 C6,7 • W6 14 178' 1 (PUBLIC) C6.9 I S5 172' 12 vi SS of---H-< I I of -w -ss"0< < Z 10 I 11 1o"ss I I $s"0I. 9 v, > ss.9 rn ass C6.6 Uo sf ss"ol. < IN as 171' III 3 �° �� I C6.11 W BOWMILLS DR } 2: 0 1 P II 6 - /1 W a 04 vi S3 EX. Id I N I C6.11 FUTURE C6.9 +� 0 p z 3 VI1 Waw I1 OcQ I PHASE FUTURE w M SSMH 1.09S ALLEY E (PUBLIC) PHASE SSSMH 1.01 � RvC�nU � vN l O r= 0 n� o0 o °W SHEET INDEX co w Id„b Id„b W Id„ - N + N.T.S. Z to -- - - 3?i I - W 0 Idb d„r - - - � - - - 1 I Z N -- -- -- -- __ - - - - - I • Z BLOCK 06 I 3 I HLOCK 02 J I d N II 13 I I a a I ❑2 ro I \�i/ • I I � I I o SEWER ZEOTES � 0 _501.S6 TYPEASTANDARDSEWERMANHOLEPERISPWCSID M SEE SHEET C6.5 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL ��- W WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. LV PLAN VIEW: N DAYSPRING WAY S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH Z STA. 10+00 TO STA. 15+00 STANDARD SERVICE MARKER PER COM STD DWG SW3. Z SCALE: 1" = 30' S3 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. LV S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. N. J Z S5 FIELD LOCATE AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER m OF ANY DISCREPANCIES. 2545 2545 S6 4" SDR-35 PVC WYE. C� S7 4" CLEAN-OUT PER ISPWC SD-506A. N N co (0 N Z OO mN F- (V NII WATER KEYNOTESO - u rM e O c0 � O +M ZZ - N H T +co N N r 'r' Z N > > z o +00 z =o W1 1" SINGLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER o�n II II O N r7 Ln N = II ZZ - � �- - _ N z z o � � N II Cn d g - - _ N > > PER COM STD DWG W1, W2, AND W6. g N II r- cn (n-: - O = Z Z �� z � NON� z =o PROPOSED GRADE NN� �� � N � - - w N Ez z z o +M - o o N > > AT SEWER N N W2 12" TEE WITH 2-12" GATE VALVES AND THRUST BLOCKING PER ISPWC Z 2540 � �NZZ = -NZZ 2540 SD-403, VALVE BOX AND LID PER COM STD DWG W11. o = u � d a F o o o W3 12"x8" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD 0 / \ DWG W1 1. o FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. - - - - - - - - - - - - / - - - - - - 1 " C-900 WS 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. - - STORM D RAIN CROSSING 4" PIRR EXISTING GROUND 2" C-900 STORM X CROSSING AT SEWER W6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON DRAIN CROSSING a _ SHEET C1.1. m 2535 CD Z 2535 W7 CONNECT TO EXISTING 12" WATER LINE. CONTRACTOR TO FIELD C_gpp WATER MAIN v= 12' O VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. z 00 z W8 EXISTING WATER MAIN TO PROTECT IN PLACE. a M z N LO O H N Q O N � w O N 2530 0 LO M O co O U H + w � Z = Q Q O J � Q = w � � � � Z - CD 2525 < L L- III Z O O z CD - o z O V) Q + Q co Z O � Q o Q m � 2520 2520 Q F Lo D m w = I Z 0 4 66 L.F. 8" PVC a 0.42% � � �/ I.0 66 L.F. 8" PVC ® 0.42% z 156 L.F. 10" PVC 0 0.30% L.F. 10" PVC ® 0.30% Z ~ o EX. 52 L.F. 10" PVC Q 0.40% 47 L.F. 10" PVC 0 0.40% FEET � U Of 2515 2515 30 0 15 30 60 Q I LLI z 0 Nv.=z515.zo s5 0 GRAPHIC SCALELLI Q CD 1 inch = 30 ft. Horizontal IFFIET 3 0 1.5 3 6 n Q o DATE: SCALE: GRAPHIC SCALE 01/12/2026 1"=60' 2510 2510 1 inch = 3 ft. Vertical DESIGN: DRAWN: CD 10 11 12 13 14 15 ALH JIBS 0 JOB NO.: FILE NAME: PROFILE VIEW: N DAYSPRING WAY 8066 8066-DS-S-SAN-6T-PH01 STA. 10+00 TO STA. 15+00 REF.w HORIZONTAL SCALE: 1" = 30' C6.� oVERTICAL SCALE: 1" = 3' NOES 29 OF 41 i z N O N 0 W4 ��\ �\ n �C�O O O6 2� > Q U I I I W USTICK RD J N7 U _ `SSMH 1.13 S4 --�- -- __ Z 0 (� r (v (V U N O T A \ W �, Z z GO= BLOCK 01 I j J C11 � PART cs.2 0 �� ��P Q Z7 co U Lu 1 C I W2 r I \ aP <!J Q d 1- C0 °_ BLOCK 07 �\ I 9� P 2ya� o FUTURE C6.10 C6.10 � I /�W2 } - J - - - - - I I PHASE J C6.4 W MCMURTREY ST C6.5 J Z J W2 ® W3 � w II r W2 o Q I I r S2 S3 I C6.10 Z w — Nw I W 69 LF _ I I > 12"w W1 W3 N ALLEY A Y I Z N 12"w 69 LF 12"W 92 LF W3 73 LF o (PUBLIC) I N cv � — — 12"W � 2"W 12"W D m > FT[Tm 169' 179' N DAYSPRING WAY — �0 90 — W4 N o FUTURE z C6. 00 3 ' 1 6 17 SSMH 1.12 S1 18 N o M PHASE m l Z $"ss —< g"� 0 0 I � W 0 co a"ss <�s"ss < e"ss < e"ss 9 �, s"ss < e" N I ALLEY D Z C6.8 C6,7 W3 _ — r SSMH 1.18 S1 (PUBLIC) C6.9 — SSMH 1.10 S1 SSMH 1.11 S1 M I I 1 C6.11 W BOWMILLS DR C6.6 / } 6 0 o v' I I L Ill - • N L _ N w - - - - I C6.11 FUTURE C6.9 00 0 d„ti I PHASE FUTURE 'I I +� � ALLEY E PUBLIC PHASE � — N ® BLOCK 06 o ' O C: V) 0 o N I I SHEET INDEX v N �7 3 � / WtD .. �d,v 1 C _ BLOCK 08 a o to N. FUTURE N.T.S. Z w o / - I I // PHASE a I I -51 a 3 v M SEE SHEET C6.6 SEWER KEYNOTES 0 _0 PLAN VIEW: N DAYSPRING WAY Si 60" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. Z M STA. 15+00 TO STA. 18+50 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL - re WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. LLI SCALE: 1" = 30' S2 22' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. ? S3 TEMPORARY SEWER AND WATER EASEMENT. pq ILI Z 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. J Z CD of WATER KEYNOTES m p 2545 °' Z 2545 W1 12"x8" CROSS WITH 1-12" GATE VALVE, 2-8" GATE VALVES AND N THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER z 0 COM STD DWG W11. r- N W2 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. CD rn °��° N + z p W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON Na'I� NNN �N »_ SHEETC1.1. - "d u u u = u z_ z Mcc- N - pp N N +od r) Z Z Z p N a +°,° z o o u ~ �'., > > > > "' "' °O 00 W4 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER N > > +°M° z p PROPOSED GRADE d z z z z COM STD DWG W13. and II Zz � `�N » AT SEWER q V) �Eooaoaoao Z 2540 N N� 00 � Z Z 2540 (1) CnQ:� coco U Z_ EXISTING GROUND 4" PRESSURE a AT SEWER IRRIGATION - Q o r 2535 12" C-900 STORM - 00 - 2535co DRAIN CROSSING �� r � z z g O 12" C-900 WATER MAIN a 0 cli N Ln IO o o � w 0 O N o 2530 l CV O 01 U Lf7 + E C/) w 0 zw = o o = w Q Q v Ld Z o 2525 J o LL- Q Z O O z O — o z O V) 0 + > Q T Z Q 0 I Q m � 0 25201 2520 Q D m J cf) w o I O 0.42% Q 5 L.F. 8" PVC ® V I !^ o � 144 L.F. 8" PVC ® 0.42% � — 0 78 L.F. 8" PVC @ 0.42% cn CD Z_T 66 L.F. 8" PVC CO o @ 0.42% FEET 0- U 2515 2515 30 0 15 30 60 Q LLI CD w GRAPHIC SCALE Q 0 CD 1 inch = 30 ft. Horizontal 0 FEET Z 0 3 0 1.5 3 6 0 o I DATE: SCALE: GRAPHIC SCALE 01/12/2o2s 1"=so' 25101 2510 1 inch = 3 ft. Vertical DESIGN: DRAWN: c 15 16 17 18 18 ALH JBs 0 JOB NO.: FILE NAME: PROFILE VIEW: N DAYSPRING WAY 8066 8066-DS-S-SAN-WAT-PH01 STA. 15+00 TO STA. 18+50 REF.w HORIZONTAL SCALE: 1" = 30' C6.3 oVERTICAL SCALE: 1" = 3' NOES 30 OF 41 i z N O N o - p w W USTICK RD \ \ O OM yb� _ -- Z O U r C6.2 w W IIII ZCD I I LO LO C6.10 C6.10 Z � I BLOCK 02 i BLOCK 02 Q U J ❑ i ❑ I ❑ i ❑ I� W C6.4 W MCMURTREY ST C6.5 Z � I C6.10 W 2 W <n ALLEY A ¢ m I Z LU Q I SEE SHEET C6 10 _ _ I� (PUBLIC) a 12.0' Q °° w D > t0 w = - - - I o FUTURE Q z C6.3 rn PHASE z Q Z00 Cn W 0 o ® ® ® m ALLEY D C6.8 C6,7 v I � k ��� ® I � N � ® ® ® (PUBLIC) Z C6.9 V' W3 II W2 °D J Z 128 LF W1 127 LF W2 W1 W2 W1 I C6.11 W BOWMILLS DR C6.6 } c � O s"wl /1 W - IN a w 8"w 8"w 8"w w s»w a»w 145 LF 158 LF 10 =� I I — — — W MCMURTREY ST 00 90, s"w a w a"w FUTURE C6.9 > o 0 W2 III 11 12 - -� - o - - - I C6.11 C-14PHASE FUTURE $ I $"� S > 1 ALLEY E (PUBLIC) PHASE N f a) N I S 8"SS -> g•� > 13 118"ss +—s"ss > S*5S > 8"SS > s"� >� g & I I S1 SSMH 1.07 0,o J W2 D sD p p I I ® - ® I SSMH 1.06 S1+ a► h I� W2 • 0 V) 00 II �, o II SHEET INDEX 0 W IN o — — I I I � U� ® ® �, ® N.T.S. Z .i 12.0' Z w p _ - - 10 LF W4 a I I I N J SEE SHEET C6.10 I c, r STA. 13+79 a 3 ° m LEN. 39'I -I I a INV. 2534.1 II SEWER KEYNOTES o M Q 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC S - w FUTURE z MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL W I I m I I WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. FUTURE Q PHASE A BLOCK o3 Z I L) I 13 I 12 S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH I PHASE I I I STANDARD SERVICE MARKER PER COM STD DWG SW3. n Z $ I I I z IIn n I�II�III W = z WATER KEYNOTESLO a PLAN VIEW: W MCMURTREY ST W1 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER m STA. 10+00 TO STA. 15+00 ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. SCALE: 1" = 30' W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. W3 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W13. W4 CAP AND MARK TO SURFACE. z 2545 2545 U (n ui co w 00CD a' O N M N N N � co o `n `n II N c0 N N C �04 0 c6 Z Z O �� Z O 2 N Z Z_ Z 2540 ±N > > PROPOSED GRADE 2540 m = II Z z (n (n co m co co `" `" °O 00 12" C-900 STORMuj z DRAIN CROSSING LD N � W A 6" PIRR ~ o N Q CROSSING o X 12" C-900 STORM C EXISTING GROUND 6" PIRR a o _ z M DRAIN CROSSING >0 w AT SEWER CROSSING = O 1 - - - - - - - - - - - - - - - - - - - - - 2535 � — - - - - - - - - -- - - - - - = o 4" PIRR z z - + CROSSING 0O - � T_ Il O 01 12" C-900 STORM ? U O 8" C-900 WATER MAIN DRAIN CROSSING z H F- + L a° Z fn W Lf 7 � M W W Z = O = W Q O Q QW J C~/7 Z o CD 2530 Li O Z z ~ o z O (n 0 0 + � o o O co Z O D a 127 L.F. 8" PVC 00.427 Q 303 L.F. 8" PVC 0.42% Z Q 0 02525 2525 F— 0 w cn Z o z z o FEET 2520 2520 30 0 15 30 60 Q Lv L w 0 0 U Z GRAPHIC SCALE CD 1 inch = 30 ft. Horizontal E FEET En 3 0 1.5 3 6 0 0 DATE: SCALE: 1 01/12/2026 1 =60' GRAPHIC SCALE 2515 — 2515 1 inch = 3 ft. Vertical(_0DESIGN: DRAWN: cc 10 11 12 13 14 15 ALH JIBS 0 JOB NO.: FILE NAME: PROFILE VIEW: W MCMURTREY ST so6s 8066-DS-S-SAN-WAT-PH01 STA. 10+00 TO STA. 15+00 REF. �+ w HORIZONTAL SCALE: 1" = 30' NO.: C V.4 oVERTICAL SCALE: 1" = 3' NOES 31 OF 41 i z N O N W USTICK RD \ Z M o --�- -- -- C6.2 w cf� w w SEE SHEET C6.2 r 0 ��y � �� � Q Op I i i I I \ 9/�0 \ ar + a o 2 T � I Q I � �J o � I 3 Qu I z o W I BLOCK 02 I I C6.10 C6.10 Z ❑ I I � N J I z = 4 ❑ ' i Q N I C6.4 W MCMURTREY ST C6.5 � I Z = W I Y� Z I C6.10 W U a W CO I � � � Q' Z SEE SHEET C6.10 _ N ALLEY A r I I 0 12.0' I (PUBLIC) I O N I BLOCK 01 > Q_ - - - - - - - - - I 0., FUTURE z C6.3 � '"0 "' 1C PHASE z Q Z 00 o W 0 ® 1 01 m I 9 ® ® 1 1 ,� a � I ALLEY D " C6.8 C6.7 • J ® ® ® II o (PUBLIC) Z C6.9 W3 a W3 W1 W3 W MCMURTREY ST W1 I I W3 { C6.11 W BOWMILLS DR C6.6 Z v 8"w 158 LF $"W o O 1. 8 9 , 1 8"W 145 LF 8" $" $.W 183 LF 8"W - W2 p II q o _ S1 SSMH 1.04 W $"W I ; 0 0 15 N - I I C6.11 FUTURE C6.9 p I 16 I I 17 0 18 - W3- - -°�19 FUTURE $" > 8"SSI s > "SS S 8"SS1 > e"SS > 8"ss -> "s� S 8"ss > 19+50 PHASE rn D s 90 8"SS > 8"SS�- g"� S I I I ALLEY E (PUBLIC) PHASE 4; N I I �A�� W3 90° SSMH 1.03 S3 N w ,) 'I® S1 SSMH 1.05 + 1 1 ® ® I + SHEET INDEX U ) 1 1 I `0m °0 - 1 r N N.T.S. Z 04 Q w a � Z I I 1C • Z 11C v I -51 BLOCK 01 v 00 Q C STA. 15+02 I - � LEN. 39' a o J 4°Pi - 4„PI -4„PI INV. 2534.0 `0 Q - - a0 �• 3 s2 Q 4'P' _ 4 _ _ SEWER KEYNOTES BLOCK 03 I W BLOCK 06 Z 0 12 00 12.0' Si 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. I a BLOCK 05 S 10 S S .S S S MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL ��- W WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. s I Z I A A - - - - M rn S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. z • ❑ �� I � _ e"- S3 60" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. W SEE SHEET C4.9 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL SEE SHEET C6.2 WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. = Z WATER KEYNOTES � Q PLAN VIEW: W MCMURTREY ST m W1 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER STA. 15+00 TO STA. 19+50 ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. SCALE: 1" = 30' W2 12'A" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. Z 2545 2545 U o co co c2 W _v cV CN ��c0 N N N N I� M M � p +O) Z Z O N N N 04 O N N N N > > Z �NNN � � �r'; II II 4 mall zz - oi o II II o ao z_ z O cn F- _ - p J LO �06 Z z =O to N N E 00 00 M - N > > > _ 1 >z_ >z_ >z_ z z z PROPOSED GRADE 2540 Q _ V) V)o- 00 co � 2540 co U) U)OR co 00 00 AT SEWER r U Z U Q 12" C-900 STORM _ _ _ _ _ _ _ o o DRAIN CROSSING _ _ - - - J - - - - - - - - - - 12" C-900 STORM _ _ \ 12" C-900 STORM 6" PRESSURE DRAIN CROSSING fz 4" PRESSURE - o o DRAIN CROSSING IRRIGATION / EXISTING GROUND IRRIGATION o 6" PRESSURE / AT SEWER N IRRIGATION - w \ CD � z N C - 2535 un � -co z - ao 8" C-900 WATER MAIN CD U � z W zW 2 O � Q ULU Q O _Q cn w F- Z - 2530 J O Z ~ z z ❑ ❑ cn + � o co Z Q Z Q m Q0 303 L.F. 8" PVC ® 0.42%ce 2525 2525 /w 144 L.F. 8" PVC 0.967. O !^o Z0 N z 0 z o 16;1 CF Of >- U 2520 B ALd �0 LLI 4oOq 2520 30 0 FEE 30 60 Q � 0 U 0 z w o GRAPHIC SCALE 1 inch = 30 ft. Horizontal 0 En FEET 0 3 0 1.5 3 6 o DATE: SCALE: 01/12/2026 1 2515 2515 GRAPHIC SCALE DESIGN: DRAWN: 0 15 16 17 18 19 19 1 inch = 3 ft. Vertical ALH JBS 0 JOB NO.: FILE NAME: PROFILE VIEW: W MCMURTREY ST 8066 8066-DS-S-SAN-WAT-PH01 STA. 15+00 TO STA. 19+50 REF.w HORIZONTAL SCALE: 1" = 30' NO.: C6.5 o VERTICAL SCALE: 1" = 3' SHE 32 OF 41 i Z N O F N U ^I _ uj W USTICK�__ __ \ o Q _ I w Z o CD r r° p C6.2 o 0) w SNEER 00' ` o �� SAP EE BLOCK 01 S \ Z \ 1C I �J o \y I < II � C6.10 C6.10 Z J SEE SHEET C6.9 SEE SHEET C6.7 I \ c� " ❑� C6.4 i � m, \° p N W MCMURTREY ST C6.57 �7 -I I \ - BLOCK 06 `^ �c _ m NOT A I C6.10 Z \ W Q W U 1 C - N,. - � I PART cn ALLEY A ¢ Z U BLOCK 04ifw I m - A \ 24 ¢ w 3 (PUBLIC) a I N 12C 3 A BLOCK 05 A a co ,4' / 1 22 LF� W7 w -mm❑ a v \ T W2 8"W 15+50 FUTURE a Z C6.3 00 2 LF - o z Q o0 � z >_ - - - - FH 1.03 W3 a, 54 W4 PHASE m Z p s 6"PI-< 6"PI-< 6"P < 1 0 LF-6" W6 -� w I Q W 0 00 _ W6 �r- 15 s o I o - I I aLI y o �c ALLEY D C6.8 C6,7 c - 66"Pi-< 6"PI- 9"PI- - - \ g W 1 / SSMH 1.13 S1 z m - c 51 F " 9p. s" I (PUBLIC) C6.9 r>� III W BOWMILLS DR H 1.07 1C o -? / g"W ^55�` C6.6 Z v a) p 10 LF-6" 3 W4 91 �F S v o o 3 - - to - Wi 14 » \1 N W • 0 ���s 04 ss °jo W6 m I C6.11 FU TURE C6.9 c p O v� W5FUTURE � 7 LF 34 LF 35 LF �15 W U ❑I, ''8 'S2 SSMH 1.12 9�, ❑ I PHASE ALLEY E (PUBLIC) PHASE 4; N 27 LF W4 - _ 8»ss / + �, N� BLOCK 07 I ❑ • � to o0 8"W 8"W 8"W " rn 90 W BOWMILLS DR t8W W4 13 �� 4 c SHEET INDEX " ° 10 11 12 - 167' 'g SS 1q d a) I $ > 8"ss >f 8"ss > 8"SSI > 8"ss 8"ss > i 8"ss s W6 N N.T.S. W Z cn •� � SSMH 1.15 Si S1 SSMH 1.14 v N v A Z w 0 J m � C BLOCK 08 Z -51 Q L_ w 00 Er -4"PI 4"PI "PI 4"PI 4"PI 4"PI - L J - 4"PI 6"PI-< 6"PI-< / / O \ / I \�// • 3 a - - - - I SEWER KEYNOTES M \ o O SEE SHEET C6.9 0 \ \\ o Si 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. Z r i MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL - re ° a FUTURE \� 1 SEE SHEET C6 3 WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. w PHASE \ S2 60" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. ❑� ? FUTUREc�MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL 14 � � PHASE WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. I I I I I I IZ WATER KEYNOTES W1 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER = z ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. a LO 00 of W2 12%8" CROSS WITH 1-12" GATE VALVE, 2-8" GATE VALVES AND PLAN VIEW: W BOWMILLS DR THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM SCALE: 1" = 30' STD DWG W11. W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. W4 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. W5 90' BEND WITH THRUST BLOCKING PER ISPWC SD-403. W6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER O 2545 2545 W7 o COM STD DWG W13. U Z J m (n - Vi-�i w .W^.. `O � � N N (V CV 00 Z I- (V (V 4 00 00 00 L m N II II r7 N _ cv +Cli Z_ Z O I N N N r7 N N rn­ 11 11 11 O II U N N 2 N +� Z Z Z p M O N C,OON II U) - - �N » > > +M - O w o cD II PROPOSED GRADE cn cn Of 00 00 00 d II z z z z N o+, z I AT SEWER (Cn nn c~n�w w 00 m N z z m 2540 N Z Z V' V' °° °° 2540 co U) r fn fn� 00 00 I U Z - wU' - - - - - - - - - - - - - - CROSSING o w EXISTING GROUND %" PRESSURE N a - - - - - - - - - - - - AT SEWER IRRI 3ATION SERVICE o cc (_0 0 z j N - M - w o � 2535 - N 8,. C_g00 WATER MAIN 2535 ---------------- Q w Z Oo CD 2530 2530 z O O z - o z I V) I 0 C/) � o T I Z 0 Q Q J m 219 L.F. 8" PVC © 0.73% z m 0 CID 2525 - 2525 O 0 w m Z z z 8ABC2 O � 929 I ® A00% FEET U 2520 15 LF 8 2520 30 0 15 30 60 W w 0 0 CD w GRAPHIC SCALE CD z 1 inch = 30 ft. Horizontal FEET w 3 0 1.5 3 6 Q o DATE: SCALE: GRAPHIC SCALE 01/12/2026 1"=60' 2515 2515 1 inch = 3 ft. Vertical DESIGN: DRAWN: cCD c 10 11 12 13 14 15 15 ALH Jes 0 JOB NO.: FILE NAME: PROFILE VIEW: W BOWMILLS DR sobs 8066-DS-S-SAN-6T-PH01 ❑ HORIZONTAL SCALE: 1" = 30' REF. u VERTICAL SCALE: 1" = 3' NO.: C6.6 w NOEET 33 OF 41 z N O N w W USTICK RD \ \ O OM yb� _ -- Z O U r C6.2 W U1 w r Q 0 C6.10 C6.10 Z C6.4 W MCMURTREY ST C6.5 Q H _ SEE SHEET C6.6 Z IT - AT SEE W�SHHEET C6.5 _ I Cs.10 L� Lu I I N ALLEY A I Z I ® a ® I < (PUBLIC) F ¢ 0 ` m I I J wTmTrm a g BLOCK 05 �' I FUTURE z i0 m F I 1C ❑ ❑ © 7 8 9 w I I PHASE � C6.3 Q W 0 I ❑ ❑ ❑ 10 11 C o I C6.7 I Z I I j I ALLEY D Z C6.8 I w I I I I I (PUBLIC) C6.9 FUTURE J Z I w y C6.11 W BOWMILLS DR C6.6 / } O �- S2 S2 v Q S2 S2 S2 S2 S2 S2 S2 I L PHASE o Q STA. 11+10 STA. 11+43 0 STA. 11+76 STA. 12+09 STA. 12+42 STA. 12+75 STA. 13+08 STA. 13+41 STA. 13+74 ® I W � O Cj O � w LEN. 19' LEN. 19' � Q LEN. 19' LEN. 19' LEN. 19' LEN. 19' LEN. 19' LEN. 19' � I � � LEN. 19' I C6.11 FUTURE C6.9 ix F o p INV. 2534.0 INV. 2534.2 0 INV. 2534.4 INV. 2534.5 INV. 2534.7 INV. 2534.8 INV. 2534.5 INV. 2534.2 INV. 2533.9 PHASE FUTURE C� N I I r'1 Z ALLEY E PUBLIC PHASE - N 17.5' W6 W1 W6 W1 I W6 W1 I I W6 W1 I I W2 W6 I -- ( ) V N � 0 C) U O 10 - - - SSMH 1.04 S1 15 SHEET INDEX �u I _s, SSMH 1.081 I >��"ss - a•ss a°ssL�> a"�s A"ss >� -�s"s > 81 s > 8' 8" y N.T.S. Z W .� ALLEY PUBLIC _ _ I _ �- 8"w I 8"w 208 LF E�w e N g•yy N N 188 LF cn " N N I I - 9°` �; W3 Z w a W3Air - - 8"w _ s w 8" 8"w ® O Z Jt� I - a N W5 20' W5 I W5 W1 I W5 I W5 W1 I W5 I W5 W1 W5 I W5 W1 I W5 I W5 W2 W5 \�J J • STA. 11+18 STA. 11+53 STA. 11+84 STA. 12+19 STA. 12+50 STA. 12+85 STA. 13+16 STA. 13+51 STA. 13+78 N I BLOCK 02 SEWER KEYNOTES o z LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' LEN. 31' Z r i INV. 2534.0 INV. 2534.2 INV. 2534.4 I INV. 2534.E� W INV. 2534.8 INV. 2534.7 I INV. 2534.4 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. I O Q S2 I S2 I S2 I S2 I S2 S2 INV. 2534.1 INV. 2533.9 I ❑ ❑ u-i w O O I I S2 S2 I W MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL I I W a I I I I I I - 1_04 W4 O O I O I S2 I ® f ® WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. W N I I BLOCKL066 I I I I S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH Z STANDARD SERVICE MARKER PER COM STD DWG SW3. o-- f 8"ss 1 C ❑ ❑ ❑4 ❑ © 7 8 9 ❑ W ❑ ❑ ❑ '° ALLEY E (PUBLIC)- - I I M a"w I m I I WATER KEYNOTES = Z Q � i111 I I I I I I I I I I ® I W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER SETTER m o SEE SHEET C6.6 - - _ 1_ _ _ PER COM STD DWG W1, W3, AND W6. SEE SHEET C6.5 W2 1" SINGLE SERVICE CONNECTION WITH Y44" METER AND METER SETTER PLAN VIEW: ALLEY C (PUBLIC) PER COM STD DWG W1, W2, AND W6. SCALE: 1" = 30' W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. 2545 2545 W6 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.1. z U N w W LO N N O cV (V N C") C)r7 II raj raj � O DO O Lf, 2 N p C)ao p O N N II _ ±N z PROPOSED GRADE o +M z z c) Q N Lr)Ofco SEWER � = �LI)C4 2540 N ~E- _ m � �� �� co 2540 co U Z U Q - - - - - - - - - - - - H 00 Ln 6" PRESSURE EXISTING GROUND 4" PRESSURE N IRRIGATION AT SEWER IRRIGATION w 8" WATER 2535 18" - 2535 c� 1 MIN. MIN. 07 0 Q Lw Z CD 2530 2530 J L.L. Z ~ z O z V) u � 343 L.F, g„P 0 � � � V� 2.069; Z Q ch 8" PVC SEWER Q o o D m ce 2525 2525 U) w LLI 0 z Q Z_ z cn z o CD FEET U 2520 2520 30 0 15 30 60 L1J cf) w 0 0 CD w GRAPHIC SCALE CD 1 inch = 30 ft. Horizontal z FEET En 3 0 1.5 3 6 Q o DATE: SCALE: GRAPHIC SCALE 01/12/2026 1"=60' 2515 2515 1 inch = 3 ft. Vertical DESIGN: DRAWN: cc 10 11 12 13 14 15 ALH JBS _j JOB NO.: FILE NAME: PROFILE VIEW: ALLEY C (PUBLIC) sobs 8066-DS-S-SAN-WAT-PH01 HORIZONTAL SCALE: 1" = 30' REF. �+ w VERTICAL SCALE: 1" = 3' NO.: C V. 7 j SHE 34 of 41 Z N O F N O ^I _ W USTICK RD o Q O = C6.2 o ,� w rn r o �vv, SAP Q a J O Z a a C6.10 C6.10 Z � _ SEE SHEET C6.5 _ _ J C6.4 W MCMURTREY ST C6.5 I I I I I I I I I I I Z I I I I I I I I I I I C6.10 W m BLOCK 03 j © N ALLEY A Y I Z a I a Q (PUBLIC) N p 1C I 2 03 �4 ❑5 6 ❑7 �g ❑9 10 11 10EuRm a I Z I FUTURE Q z C6.3 M PHASE z Q Z00 a m W 0 tD J LZ a_ I Z CD ALLEY D C6.8 C6J o Q S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 a I z ``'STA. 10+86 STA. 11+101 STA. 11+291 STA. 11+53 1 STA. 11+70 I STA. 11+98 STA. 12+191 STA. 12+431 STA. 12+621 STA. 12+87 � (PUBLIC) C6.9 FH 1. 9 W5 LEN. 31 , LEN. 32' , LEN. 31' I LEN. 32' 1 LEN. 31' 1 LEN. 31' , LEN. 31' LEN. 32' LEN. 31' LEN. 31' , Z _ o 8 LF-6" INV. 2532.E INV. 2532.8 INV. 2532.9 INV. 2533.0 INV. 2533.1 INV. 2533.1 INV. 2532.91 INV. 2532.71 INV. 2532.61 INV. 2532.4 1.0 A C6.11 W BOWMILLS DR C6.6 / } � � O W5 L W2 W3 I W1 I W3 I W3 W1 I W3 I W3 P W3 I O I I 8 LF-6 I - - - W - • N W3 W1 W3 W3 W1 I W3 Cg.11 FUTURE C6.9 > o p - -�- W2 j PHASE FUTURE ke FUTURE 32 LF - ALLEY E PUBLIC PHASE ±' (PUBLIC) N 1v I _ (n- "W N a - cn 228 LF ALLEY B (PUBLIC) $" o N �, $"'" (n T 48 LF e•w I BLOCK 05 � ado PHASE S1 SSMH 1.17 s 3 11 e•ss > 3 3 12 N - 3 , ❑4 14 SHEET INDEX • P a 3 - T- "ss > 8"ss �-�" s > 8" S I W W4 90 SSMH 1.1E S1 I N.T.S. Z W 0 ~ Z-zri-- -or- O J I W4 Wi I I - -I I W4 W1 I I W4 W1 I I W4 W1 I z 3 s Z W1 o - - - r N STA. 10+83 STA. 11+06 I STA. 11+26 STA. 11+50 I STA. 11+73 STA. 11+95 I STA. 12+16 STA. 12+40 I STA. 12+59 STA. 12+84 w I I J N 0- LEN. 19' 1 LEN. 19' 1 LEN. 19' 1 LEN. 19' 1 LEN. 19' 1 LEN. 19' I LEN. 19' I LEN. 19' 1 LEN. 19, I LEN. 19' 1 N < ❑3 d g INV. 2532.6 1 INV. 2532.71INV. 2532.8 1 INV. 2533.01 INV. 2533.1 1 INV. 2533.1 IINV. 2532.9 1 INV. 2532.71INV. 2532.6 INV. 2532.4 0 Lu N • 3 o a S2 S2 S2 S2 S2 S2 S2 S2 S2 1 S2 1� 00 J SEWER KEYNOTES I o 3 W o I o a Si 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. Z M a MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL ��- I I I BLOCK 04 I WALL BEING ON THE UPSTREAM SIDE of THE SEWER MAIN. W I 1C ❑2 ❑3 ❑4 05 © ❑7 ® �9 10 11 12C I 3 A W°D 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH ? STANDARD SERVICE MARKER PER COM STD DWG SW3. n n n W I I I I I I I I I I I 11 1�1 1�1 11 3 I I I I I I I I I I I • - -42D -<- SEE SHEET C6.5 - - - Q SEE SHEET C6.9 WATER KEYNOTES LO PLAN VIEW: ALLEY B (PUBLIC) W1 1" DOUBLE SERVICE CONNECTION WITH 34" METER AND METER SETTER m SCALE: 1" = JO' PER COM STD DWG W1, W3, AND W6. W2 90' ELBOW WITH 8" GATE VALVE AND THRUST BLOCKING PER ISPWC SD-403. W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.1. W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. Z 2545 2545 U (n W w 0 �_ FO L C J O (V N 04 IJ Lo N r- _ N H +no N- II m m 2540 � +M - O 2540 cod N z PROPOSED GRADE �'., r En Cnn Cn ot�oo AT SEWER cn En-: cr, cr,BE ao 'co w c� a LD � I o LO w � � O N Q zI _ - - - - o O - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - O 00 N 2535 I 2535 EXISTING GROUND AT SEWER 8" WATER • O I O Q Q w Z CD 2530 2530 J L._ Z z U O 2 V) u 50 L,F. 8" PVC ® 0.62% Q z 5 Z - Q 0- 0 0 z m m co 2525 2525 w uJ a_ NQ Z uCD z z CO o FEET U 2520 2520 30 0 15 30 60 Q W L C/� w 0 0 CD w GRAPHIC SCALE CD 1 inch = 30 ft. Horizontal z FEET w 3 0 1.5 3 6 Q o DATE: SCALE: GRAPHIC SCALE 01/12/2o2s 1"=so' 2515 2515 1 inch = 3 ft. Vertical DESIGN: DRAWN: cCD c 10 11 12 13 14 ALH JIBS 0 JOB NO.: FILE NAME: PROFILE VIEW: ALLEY B (PUBLIC) 806E 8066-DS-S-SAN-WAT-PH01 cn REF. .C68 ~ HORIZONTAL SCALE: 1" = 30' NO.: \.I VV VERTICAL SCALE: 1" = 3' NOEET 35 of 41 Z N O F N O ^I _ W USTICK RD o Q O = C6.2 o ,� w rn r o �vv, SAP Q a J O Z a a C6.10 C6.10 Z � _ SEE SHEET C6.6 SEE SHEET C6.8 C6.4 W MCMURTREY ST C6.5 I (�J f )VI Q ck:o - - � �� - - I C6.10 W S� N ALLEY A ¢ Z FUTURE _ _ a PUBLIC w j 0 J Y PHASE W °° Q � BLOCK 04 Im BLOCK 03 o FUTURE z z C6.3 Q z PHASE m 00 11 11 ,,, I � W 0 _ SEE SHEET C6.6 o _ _a*w _ _ m _ _ - C6.8 C6,7 C) n ALLEY D ILJ� • c w (PUBLIC) C6.9 12C ¢ C6.11 W BOWMILLS DR C6•6 ? v 0 12.0' 1 C I O FUTURE I /1 LW 7 " cN PHASE SSMH 1.15 Si 11 �� C6.11 PARE C6.9 FUTURE IX c Oo 0 12 ALLEY E (PUBLIC) PHASE N I I I Rn N � +' ob W2 <h 8"SS < 8-SS < a"SS-E-< cn �; �J v � ob I N PATNEY AVE W4 s1 SSMH 1.16 Ws SHEET INDEX W > N S2 SSCO 1.02 I O �o SSMH 1.14 Sl 2I � � a' a"W 119 LF a"W N.T.S. Z w � ~ 10 � IIII 11+50 vN, J W3 Z 0 I o o a"� I N - O Z N N W5 N W4 I BLOCK 06 17.5' I J t N a"W 52 LF IW1 1C ❑2 r 1� >_ �..PI ->-s"PI > 6" a. W41 W2 I I SEWER KEYNOTES t9 0 S4 S3 W2 A I S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. Z rn I FUTURE TU RE " ° I BLOCK 05 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL ALLEY E (PUBLIC I� a► I I I 1 � I ❑3 WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. W II � PHASE 1c I ❑2 I � I � WZ FUTURE I BLOCK 08 A S2 "T" TYPE CLEANOUT PER COM STD DWG S1. 5 I I W PHASE I 1 C o r S3 TEMPORARY SEWER AND WATER EASEMENT. I I I I I I Z S4 16Cal ' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. SEE SHEET C6.6 _ SEE SHEET C6.6 Q m o PLAN VIEW: ALLEY E (PUBLIC) PLAN VIEW: N PATNEY AVE WATER KEYNOTES SCALE: 1" = 30' SCALE: 1" = 30' 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. W2 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. W3 90' BEND WITH THRUST BLOCKING PER ISPWC SD-403. W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. W5 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER Z 2545 2545 2545 2545 COM STD DWG W13. co v Q, W6 90' BEND WITH 8" GATE VALVE AND THRUST BLOCKING PER ISPWC 0 N SD-403. w O NLn N N N O I� (V 04 Z O +M D O 0i Z Z = O O N� O _> > N toOII 04 NN _ CD toN n n 0'00 00 .._. O CO O 00 N II CO cV Q ~ N Ln N(n (n 0! 00 00 00 O O = N PROPOSED GRADE +Mz O,n Cn 2540 AT co 2540 2540 2540 co LI) » fn fn E 00 00 Q N Z Z U PROPOSED GRADE Cnn c~n 0:�00 00 z YEASTING AT SEWER o4" PRESSURE � � GROUND N ~a IRRIGATION AT SEWER - - - - LO o 00 - - 0 18 41RRGATIONE - - - - - - - - ; z w 2535 2535 2535 0 - 2535 N g" W ATER EXISTING GROUND AT SEWER 18" MIN. 8" WATER r O Q Q Q Q Ld >_ Z CD 2530 2530 2530 2530 L L_ z Z � � z Q o z 11 V) u Q O Z 5 o co 125 L.F. 8" PVC 0 0.42% I 0 Q u o . Q ^ m co 2525 2525 2525 2525 Q U D m __j J LLI ZD z z Z u z L uCD �? 1 2520 2520 30 0 FEET 30 60 2520 2520 30 0 FEET 30 60 J < W I Q Q Cf) 0 w GRAPHIC SCALE GRAPHIC SCALE S 1 inch = 30 ft. Horizontal 1 inch = 30 ft. Horizontal FEET FEET >_ 3 0 1.5 3 6 3 0 1.5 3 6 Q o DATE: SCALE: GRAPHIC SCALE 01/12/2026 1"=60' GRAPHIC SCALE 2515 - 2515 2515 2515 1 inch = 3 ft. Vertical DESIGN: DRAWN: CD 10 11 11 1 inch = 3 ft. Vertical 10 11 12 ALH JBS 0 JOB NO.: FILE NAME: 0 8066 8066-DS-S-SM-WAT-I' PROFILE VIEW: ALLEY E (PUBLIC) PROFILE VIEW: N PATNEY AVE REF. C6.9 ~ HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' NO.: VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' NOEET 36 OF 41 z N O N u� - �� > W USTICK RD \ j Z M o 0 --�- -- -- C6.2 w cf� w rn ��y �� Q �2 Q d P Z r 0 z C6.10 C6.1 Z z J C6.4 W MCMURTREY ST C6.5 Q H C6.10 � Z W w Z En ALLEY A Y Z_ I SEE SHEET C6.4 _ _ SEE SHEET C6.5 (PUBLIC) uj i 00 Q `o I I N I N ® BLOCK 05 I o FUTURE z C6.3 Q ® cn ro m 11C PHASE z Z00 w w® I I w l W 0 BLOCK 03 BLOCK 02 © I ALLEY D Z SEE SHEET Cl8 C6,7 • o (PUBLIC) C6.9 _ 6.4_ _ BLOCK 02 I �I A o Z FUTURE "' C6.11 W BOWMILLS DRE==[c I C6.6 } o r J w cj PHASE W - - - -I -3 O O EH 1.05 W4 ,y C6.11 FUTURE C6.9 PHASE FUTURE ' V N d ao 10 LF-6" J `ao I o 0 ALLEY A (PUBLIC ® zj W4 - = I = -3 Id�e W4 I + I ALLEY E (PUBLIC) PHASE N +, 04 FH 1.10 S2 SSCO 1.01 F 0 LF-6" II I 49 LW1 O 0 C) SSMH 1.07 S1 i A o + W ^^-$ A SHEET INDEX ° 10 11 11+50 � W1 `" a w W3 0 0�o SSMH 1.05 S1 w I - - w c0 ----- - - 11+5n i F y 49 LF o N.T.S. Z cn - o o I o 10 LF8w o 9 I w w M.8 �� Q N--� o W sS„8 to - w 0 H o O - 0° �-- "' w W3 o Cs SSMH 1.06 S1 o Q w I Z N w3 wt w Q o w2 �I 9 N PATNEY AVE 44 LF -'o w--� - - N _ 11+50 o /� as o° J O Z - e•w I a Q w N 'r ss"g 9 N N CORBIN AVE I W2 w J to W2 ® W2 as as S2 SSCO 1.04 S5 I 00 I d 3 S3 S4 ODs2 M FH 1.11 ssco 1.03 S5 I N In �_ d =: A I = _ ,d..9- SEWER KEYNOTES _o 8 LF-6"W4 I 'w ? I S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. M 12.0' I BLOCK 02 d _ _ _ >-Id BLOCK 02 3 y MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL re r © BLOCK 02 t ® Lu ® ® %0 ;n WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. WFUTURE 6 t2'0 `0 BLOCK 03 Z 12.0I "T" TYPE CLEANOUT PER COM STD DWG S1. ❑❑ PHASE I ' I O FUTURE PHASE A 12 S3 TEMPORARY SEWER AND WATER EASEMENT. I I I I I I IZ I is I L IL L. k- I L L_ - - IL L L L S4 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. I I . SEE SHEET C6.4 SEE SHEET C6.4 SEE SHEET C6.5 ss 26' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. a Z � Q m o PLAN VIEW: ALLEY A (PUBLIC) PLAN VIEW: COMMERCIAL ENTRANCE/N CORBIN AVE PLAN VIEW: COMMERCIAL ENTRANCE/N PATNEY AVE SCALE: 1" = 30' SCALE: 1" - 30' SCALE: 1" = 30' WATER KEYNOTES W1 8'A" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. W3 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W13. z 2545 2545 2545 2545 2545 2545 O o W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. � 0 w � w 0 N 00 00 O W) o o lo n n O � CISC N N Co Co _ NII II N� co NO � 00 NZ NZI I N-CD N N c0 N CNN C4 N CD +0p ^ to oo II N � O 11 + I 11> OP.) +r-O O + OII M J O ~ O O Z O re) In O Z 2 N Z Z Z O CSN Z 2 Z Z Z H o +MO 2 �N Z Z (n Of 00 Wig_ _ _ U ¢ _ N O L Q I I V) V)E c0 00 00 N N E 00 In In Of 00 00 00 O] 2540 o Q`;Z N N�00 00 2540 2540 2540 2540 - 2540 N N N o'0O PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE 6" PRESSURE AT SEWER AT SEWER Z AT SEWER IRRIGATION 6" PRESSURE a IRRIGATION N O W L H N Q EXISTING GROUND EXISTING GROUND CD AT SEWER 12" C-900 S ORM Q AT SEWER \ z_ DRAIN CR SING ^ Q w o LE o - N2535 - - - - - - - - - - - - - - - - 2535 2535 - - - - - - - - - - - - - - - - - 2535 2535 - - - - 1 ^� - - - - - - - - - 2535 18' 18" 8" WATER 12" ADS HP STORM 12" C-900 STORM 12" ADS HP STORM EXISTING GROUND MIN. MIN. DRAIN CROSSING DRAIN CROSSING 18 18" 8" WATER DRAIN CROSSING w E 8 WATER AT SEWER q MIN. MIN. �..� 0 Z � Q O Of _ O Q w w z o CD 2530 2530 2530 2530 2530 2530 J li z O Q Of 2 O z Of 0 u W Q cn ch Z Q 46 L.F. 8" PVC ® 0.42% Q co L.F. 8" PVC 0 0.42% O m 0 59 L.F. 8" PVC ® 0.42% Z U m 2525 2525 2525 2525 2525 2525 J Q o U LL cn J cn m CD 2520 2520 2520 2520 2520 2520 Q Q w 0 0 W z w C o Q z FEET 0 30 0 15 30 60 DATE: SCALE: 01/12/2026 1"=60' \ DESIGN: DRAWN: GRAPHIC SCALE 2515 2515 2515 - 2515 2515 2515 ALH JIBS co 10 11 11 10 11 11 10 11 11 0 1 inch = 30 ft. Horizontal Job NO.: FILE NAME: PROFILE VIEW: ALLEY A (PUBLIC) PROFILE VIEW: COMMERCIAL ENTRANCE/N CORBIN AVE PROFILE VIEW: COMMERCIAL ENTRANCE/N PATNEY AVE FEET 8066 8066-DS-S-SAN-WAT-PH01 3 0 .5 REF. C6. 1 ~ HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' NO.: VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' GRAPHIC SCALE i 1 inch = 3 ft. Vertical NOES 37 of 41 Z N O F N U ^I _ W USTICK RD o Q O = (11 Z �p cry C6.2 rn r o ��� SAP�� Q 'j"k I d P� 1 Z ti�01 Q J O a 0 C6.10 C6.10 Z C6.4 W MCMURTREY ST C6.5 C6.10 Z W w SEE THIS SHEET <n ALLEY A W ¢ J Z L 1 0 I — — — — SEE SHEET C6.8 _ SEE SHEET C6.6 (PUBLIC) � Y I N r _ m �,, FUTURE MLLLz C6.3 rn I Q co a0� I PHASE z Q Z o0 E W o r I � C FUTURE m I ALLEY D C6.8 C6,7 FUTURE S I _ _ _ _ N m I (PUBLIC) Z C6.9 PHASE a Z eLocK o4 — — — — J PHASE �I 1_ I DC6.-H W BOWMILLS DR C66 / K v 2 3 4 YO BLOCK 03L I 3 a 6.0' I I 1 I I v BLOCK 04 m s 0 a 1 1 I I� ❑ Cj 2 m �I ❑2 � 1 C6.11 FUTURE C6.9 > Oo Oo — — — — 1 PHASE ALLEY E PUBLIC PHASE - - - — I �4PI 4" 04 ❑ m M 1C 8 LF-6" >_ 1C II W314 LF-6" N O � o0 N - - Q i i SHEET INDEX W a o ALLEY D PUBLIC V�' o `� w1 cfl — — 6.0' o — — I f I N.T.S. Z 0 0 0 9 70 00 57 LF 8" 11+00 W BOWMILLS DR 1 _ I `�� W5 W1 i I W5 Z w �+ 23 LF N 4 a W5 W — 13+00 W2 M"8 nn"g 14+00 M"s M"8 54 LF W4 Q t 2 — — —1 — I I— _ 1111 5+ + 6 N. a to w N CORBIN AVE I I o 6.0' W 3 Lu I I WATER KEYNOTES o — — # D W7 W6 Z M _ P= u_') - _ _ II L W1 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER - - —a'PI - ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. W pLu >—Id�9 >—Id„9 >—Id 9 > —>—Id„9 >—Id 9 p W2 90' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z ' 0D —E _ _ W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. ��In n n��I 0W7 w4 SEE THIS SHEET I� w W6 W3 H 1.08 W4 >�� W4 COM STD DWG ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER 16.0' 14 LF-6" FUTURE FUTURE PHASE PHASE I W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON J Z o J SHEET C1.1. Q 24.0' W W6 TEMPORARY WATER EASEMENT. m J Q O 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. PLAN VIEW: ALLEY D (PUBLIC) PLAN VIEW: N CORBIN AVE SCALE: 1" = 30' SCALE: 1" = 30' Z O F- 0- U (n Ld Cn H Cn 2545 2545 2545 2545co r U Z U Q N U W N Q O CO N � W O N 2540 2540 2540 2540 01 PROPOSED GRADE PROPOSED GRADE AT SEWER AT SEWER w O Q — — — — — — — — — Z — — 6" PRESSURE00 a z - - - - - - - - - - - - - - - - -Q _ 6" PRESSURE Q CD co IRRIGATION — — — — — — — — — 6" PRESSURE IRRIGATION w Z 2535 `� 2535 2535 IRRIGATION 2535 z J a_ EXISTING GROUND EXISTING GROUND 18" I..L Z Z MIN. 18" AT SEWER Q MIN. AT SEWER MINA g" WATER Q 8" WATER (n Z 5 Q I _ o Z 0 Q o Q i 2530 2530 2530 2530 Q m Q u ZD N Z CD o Z W w 2525 2525 30 0 FEET 30 60 2525 2525 30 0 FEET 30 60 Q Ld w Q 00 CD w GRAPHIC SCALE GRAPHIC SCALE z 1 inch = 30 ft. Horizontal 1 inch = 30 ft. Horizontal FEET FEET >_ 3 0 1.5 3 6 3 0 1.5 3 6 o I DATE: SCALE: GRAPHIC SCALE 01/12/2026 1"=60' GRAPHIC SCALE 2520 — 2520 1 inch = 3 ft. Vertical 2520 — 2520 1 inch = 3 ft. VerticalCD DESIGN: DRAWN: c 9 10 11 12 13 14 15 15 ALH JBS 0 JOB NO.: FILE NAME: 0 8066 8066-DS-S-SM-WAT-PH01 PROFILE VIEW: ALLEY D (PUBLIC) PROFILE VIEW: N CORBIN AVE REF. C6. 11 ~ HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' NO.: VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' SHE 38 OF 41 z 0 F N U _ R z c;�'�`� o w 0 O y0 Z ,j oQ LL 0 CD r rn J� �y S Q � d P o_ Q NOT A PART z OHP OHP OHP OHP 0 OHP OHP n n W W yy W W w w OHP W OHP w OHPw OHP OHP OHP OHP OHP OHP OHP W W w w w w W w w Z _ _ W USTICK RD — ss — — — ss s — — — ss ss ss ss ss ss O ss ss ss ss ss ss— -- — — — �— — — — — W T , — T T T T T TtF T T T T T T SS SS Ste— SS SS y— SS —— S S —— ss SS ss� ss SS Z 15 AD -- --- -- — T— -- T T T T �— —— — —— — 0 ` -- -- �-- — \EP L— — T F +� NT 7 2 -- - -- -- —— _ — — _ __ ►— KEYNOTES w o W W -- — — • TO 4"PI 4"PI 4"PI __ _4"PI __ 4•pl __ 4"pl 784 LF 2 8 c� 2C O1 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. _ W 7 4"PI -- 4"PI -- -- 4"15 I -- 4*Pl 4"pl n 4"PI a m 2 1422" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. cU 17 LF -- -- -- -- __ __ _ Z } 17 LF 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. ; V) O 0 p O 6 s I \ m ® 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. ;a N 1 O5 PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT c Ob & I I ❑ ❑9 11 14 F ¢ LOW POINT OF PRESSURE IRRIGATION SYSTEM. • O �; 0 0 ❑ 12 13 o I �I 0 U N I © 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z Q H ' 1 W 5 aI 3' I i 6 \ I I O7 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z W 'v I w (�2 Q W J ~ I \ ® 90' BEND WITH THRUST BLOCKING PER ISPWC SD-403. J t -- -- -- -- -- - -- -- 1C s n d N � � i i -- -- i -- -- -- -- -_ __ __ __ __ __ __ I `� � t�9 4"x4" TEE WITH THRUST BLOCKING PER ISPWC SD-403. } I I I J� T 6"x4" TEE WITH THRUST BLOCKING PER ISPWC SD-403.m 11 6"x6" TEE WITH 6"x4" REDUCER AND THRUST BLOCKINGn n n"' 3 95 L 14 2 21 aBLOCK 02 — o ~ I = \ F�' \ PER ISPWC SD-403. W , _ _ _ = I W e © ❑ 4 12 6"x6" TEE WITH THRUST BLOCKING PER ISPWC SD-403. Z 3 ❑ 3' I 6 F 17 2 13 4"x6" CROSS WITH THRUST BLOCKING PER ISPWC 2 7 58 LF s a A BLOCK 01 p��0 SD-403. Z 1 4 55 LF W 16 15 1 15 16 i 58 LF i 4 55 LF i J 1C 4" CATE VALVE WITH THRUST BLOCKING PER ISPWC 12 12 16 5 P15 16 � N iil SD-403. z D `n Q _ 12 ° 12 14 2 0 \ �•f� 15 6" GATE VALVE WITH THRUST BLOCKING PER ISPWC Q + — — — — 15 — 15 _ _ 15 I � SD-403. O7 0 F 15 MARK END OF IRRIGATION LINE. W � ® ® ® ® ® I I ® ® ® ® I I ® ® ® ® ® I O s I I 63 LF 4 3 LF + ' 3 LF + ® O a"w 8°W s"w 4 3 LF 63 4 A ' F \ �9/ 17 4" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. ~ s'w a"w 4 3 LF O 3 60 LF s w 8"w 8^W s°w „w I � 'L W MCMURTREY ST 60 L 3 �� 18 4" BLIND FLANGE. s 8'SS > S s > � 8'SS > 8"SS > 8"SS >�8"SS > � 8"SS s > 8'SS > 8"SS > s 8"SS > 8"SS > 8"SS s I / 8 D p p ® 15 ® II + II EM —® ® EM II + II 15 ® ® ® ® + y 1 J 19 4" BLIND FLANGE CONNECTED TO GATE VALVE. $ e 14 16 19 15 N 10 2 7 7 14 — 14 z I I 20 6" BLIND FLANGE CONNECTED TO GATE VALVE, 7 S 2 � el o C — 4"PI 115 LF `� 7 N I 21 CAP END OF IRRIGATION LINE AND INSTALL THRUST a e j r I 4,.P191 LF �� °0 — — BLOCKING PER ISPWC SD-403. z0 J - - 14 3 24 LF 2 9 F 13' 3 i 12 J _ 0 s s 0 LO —S — — : s n cD METER LID w 1 w 24" CONCRETE PIPE, PVC g w 113' — — I PIPE, OR METER TUB 00 — I ❑9 O1 L6 I y - - - - — I ❑9 —s — ® D D J I Q e e 5 ❑ ~ 5 K 03 8 I w PRESSURE IRRIGATION m NOTA I � 8 2 1 1 1C 1 1 1 8 2 r rn 5 � —s A a A I I MAIN LINE I I� FUTURE PHASE 1Y" CURB STOP _ w PAR 1 � T I O BALL VALVE NON POTABLE TAGCD a _ m p I m 240 L w I W I 1 " TAPPING SADDLE I y g� r o� Q 6„ o000000 18" MIN. o I Z I w 13' BLOCK 05 k� ❑ i I W I o000000 I o > II 4" CRUSHED ROCK CHIPS w � 2 3 4 5 6 7 8 9 10 11 � I 24" I I I I I I I I I I I - - ❑ N e l NI Z 5 s I w , — N S 99 ' r ❑ _ _ N h� l = A w s N N I NOT A PART 24" o E a ' sLL�8„ ALLEY B (PUBLIC) I ® —S I Z 1 1 I w y - - 6L CK 06 A 2 ~ IRRIGATION DRAIN DETAIL z o Q �e ��, I I I I I I I I — < 113' ❑ —S NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN THE LL o LOCK 0 — — PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. 7 co 1 — — N 52�F L Z 0 2 I I I I I I I I I 1 "� 21 z O O s C ❑2 O O4 O5 �6 O7 ® O9 0 2 12r, F 3 14 I M [2 10 LF U 7 I I I I I I I I I I 3 A 7 � 15 2S 4 15 7 14 + � 4 LF 00 6 LF "' 46 6 L 3 $" a 7 13 LF 1. 7 s 91 LF s"PI—< 14 Ti 1� � I > Q U 223 LF 4-L 6"PI—<— s"PI < — 2 g 6 A 1 OHP — Q 10 68 LF + 100 LF 28 14 LF 15 LF $ � 0 0 s 15 LF — r 1C \\ 11 4 LF s 17 �/ m � 15 v + 15 w $' 0 14 3 7 LF 14 2 1 1 1 1 1 7 14 °' 11 2 8..w $"w '—s"ss 1C ALLEY D (PUBLIC)1 65 L 4 "ss + — ` I 4 30 F W BOWMILLS DR ° ° N= BL C 07 W � n 5 s )1---8"ss > 8"ss > 8"ss s 2 2 I V Q 11 LF � 13 15 1C N 8 16 _ — ° , 11 LF BLOCK 08 Z 4"PI D 0 4 466 LF 43 LF s"PI70 L< w — Z 7 z 4 LF 14 3 7 LF 14 2 8 4 33 LF 3 4 I W V / � o 20 16 15 m 15 16 20 U Q (W LLI FUTURE PHASE I I W 0 CD W J I z N I I w o DATE: SCALE: 01/12/2026 1" = 50' CD FEET 1 A ALH PDL 0 50 0 25 50 100 0 JOB NO.: FILE NAME: Q 8066 8066-DS-S-PIRR-PH01 0 L GRAPHIC SCALE REF. C7. ■ 1 w 1 inch = 50 ft. Horizontal NO.: I NOES 39 OF 41 z 0 L) N U zi O 6 w O S L,,., o Q N7 LL- _ Z O C.0 r rn � d P NOT A PART V. J w w w w w w w w w w w Q - - - - - - - - W USTICK RD w w w w w w Z w w w w ~ Lu — — mr m 15 AD -- -- -- -- -- -- -- -- — �— -- \— EG�EP F T— Z 00 -- -- -- -- -- -- - -- -- —— -- —— -- - -- - -- --\ LIGHTING KEYNOTES W o W o a 2C I \ O1 TYPE 2 STREET LIGHT WITH IES TYPE II LUMINAIRES a a I -- -- __ __ __ __ __ -_ -- ❑ PER CITY OF MERIDIAN SPECIFICATIONS. Z I 0 W N \ \ � 0 q \ I \ nn N D - 0 C) 8 9 10 0 o \ " 2 13 I \ \ V' N N 1 I w , I ❑ LU Z U) i ~ LOCK 01I Z w 0 W 1C I \ • Q a)4 \ J -, a O 0:: Q ka4 o i i BLOCK 02 I I I = \ \ W m t o i ' i 0- = n n W 8 0 I ❑ ❑ ❑ ® 3 w i ❑ z 1 \ \GP��O� \ ❑ W \ J z LO l s ® ® i ® ® ® ® ® ® i EMI to ' ' ' W MCMURTREY ST 1 \ I ti� a e j 0 9= Q 0 r � w 1 � g p Q - - _ _ 191 9 I W BLOCK 03 Isg I FUTURE PHASE c 0 NOT A I - _ } I z PARa m m I I i — I I I — i I ❑' _ — 1 I NOT A PART 0-1 g U ¢ BLOCK 05 LLj I z z I © Q II I I w N � I ❑ I ❑ I 0 I 0 ; © 1 ❑ 1 ® 1 D 1 10 I 11 I < - - W el z ❑ I z /Aft o W — ALLEY 6 (PUBLIC) I ® — — I I _ // - - I z ❑ - - BLOCK 06 C LOCK 0 _ _ a- s C i ❑2 ' ❑ ' a ' a ' a ' ❑ 1 ® 1 ❑9 1 10 1 11 112C ❑2 OO I I I I I I I I I I ❑2 , O - - I I z > co Q + I ,c I ch o ce ALLEY D (PUBLIC) 1 W BOWMILLS DR 1 1C D m w BLOC 07 ` 1C BLOCK 08 w w z z I 0 Q m I U o W Q w Cn CD FUTURE PHASE LLI z J Q z `D I En N I I o DATE: SCALE: 1 I 01/12/2026 1"�D DESIGN: DRAWN: 0 cc FEET I I ALH PDL 0 50 0 25 50 100 JOB NO.: IfFILE NAME: Q 8066 8066-DS-S-LIGHT-PH01 0 c GRAPHIC SCALE v' REF. C 8. 1 U 1 inch = 50 ft. Horizontal (NO.: V NOES 40 OF 41 z 0 L) N U Z (7 2 ollJ y�o i o Z O CD Q d P NOT A PART SIGNAGE NOTES z 1. PRIOR TO INSTALLATION OF SIGNS, CONTACT ACHD INSPECTION TO COORDINATE ALL SIGN LOCATIONS. J 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND w w w w w w w w OBTAIN A RIGHT OF WAY PERMIT PRIOR TO SIGN INSTALLATION. W USTICK RD w w w w w w 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD Z STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGNPOSTS, VINYL W �- - - - - - - - ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND �`— Ep I APPROVED BY ACHD COORDINATION INATION WITH ACHD REGARDING THESE 15 AD —— m —— —— —— —— —— —— —_ ® —— — f — — EC MODIFICATIONS MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. —��— Fq CUSTOM MODIFICATIONS OF STREET SIGNS AND HARDWARE IS \ PROHIBITED. M _ S7 P2 S3 S7 \ 4. SIGN INSTALLATION SHALL BE IN CONFORMANCE WITH ISPWC SD-1130. Q Z 00 W 0 SIGNAGE KEYNOTES � T_ STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04. SPEED LIMIT SIGN (25 MPH) R2-1 (18"x24") L O O STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04 c O O MOUNTED OVER STOP SIGN R1-1 (30"00"). L 4; N i BLOCK 02 \ I \ I �/f 1 I 0 & ® 11 S4 STOP SIGN R1-1 (30"00") 0 0 ❑9 10 ❑ 12 13 I \ I \ U. U N P4 \ I \ S5 PEDESTRIAN CROSSING SIGN W11-2 (36"x36") MOUNTED OVER DIAGONAL Z � > I�� i i i W i i � i I \ I \ DOWNWARD POINTING ARROW WARNING PLAQUE W16-7P. W D e I i i Q S5 Z & ~ I P1 \ I I \ S6 RIGHT TURN LANE MUST TURN RIGHT SIGN R3-7R. O Q i \ TYPEPLATE AT END OF SIDEWALK II TERMINUS BARRICADE WITH KICK d 1 P1 "" "' \\ PER ISPWC SD-1132A (ACHD SUPPLEMENT). �/ • M i i S5 BLOCK 01 S8 TYPE III TERMINUS BARRICADE PER ISPWC SD-1132B (ACHD SUPPLEMENT) O ' \ WITH "THIS ROAD TO BE EXTENDED IN THE FUTURE" SIGN MOUNTED TO W V) S6 3 1C \ THE BARRICADE. 14 n M u LLI STRIPING NOTES Z O ❑ ❑ ❑5 ❑4 3 o iI } p. Jf ❑ ❑ o 1. STRIPING SHALL COMPLY WITH SECTION 1104 OF THE ISPWC AND THE n n n C9 P3 11 11 0 \ t�0� ACHD SUPPLEMENTAL PROVISIONS. I I I I I I Z 2. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING, g 33 I ' S8 P1 S5 i S8 ' P6 \ �p0 ���� \ EVEN IF NOT SHOWN ON THE PLAN. a4 a� R I o a o S2 \ Fp stL STRIPING KEYNOTES m — S4 I \ 10 P1 CROSSWALK MARKINGS PER ACHD TRAFFIC STRIPE DETAIL 18 OF s ® Em ® 101, STANDARD DRAWING TS-1112.03B. ® ® ® ® ® ® ® ® ® \ OQ a 0 9 9 9 S8 � F \ y� P2 24" WIDE SOLID WHITE STOP BAR PER ACHD TRAFFIC STRIPE DETAIL 19 W MCMURTREY ST I 'L OF STANDARD DRAWING TS-1112.03B. � I ® 8" WIDE SOLID WHITE CHANNELIZING LINE PER ACHD TRAFFIC STRIPE S7 ® ® ® ® ® I DETIAL 15 OF STANDARD DRAWINGS TS-1112.03A. — — ® ® ® ® P2 F O4" WIDE WHITE LANE LINE EXTENSION PER ACHD TRAFFIC STRIPE DETAIL S1 SS Si 14 OF STANDARD DRAWING TS-1112.03A. S3 P2 11C I I I P5 YELLOW CENTER LINE, NO PASSING ZONE, TWO DIRECTIONS PER ACHD a e S8 m — — — — P3 O TRAFFIC STRIPE DETAIL 7 OF STANDARD DRAWING TS-1112.02. 0 F- 13 12 10 P7 P6 RIGHT TURN ARROW PER ACHD PAVEMENT MARKING DETAILS STANDARD 10L DRAWING TS-1113.01. � I — — LEFT TURN ARROW PER ACHD PAVEMENT MARKING DETAILS STANDARD Q g J I SEE SHEET C5.1 FOR DRAWING TS-1113.01. — — — — — — I ❑9 P3 I PARKING LOT STRIPING ❑g I & SIGNAGE DETAILS W FUTURE PHASE BLOCK 03 Cn I I NOTA I 1c ® co- - I RIGHT LAME PA uj Z a _ _ m ❑ I LIMIT MUST I I I I I I I I I ❑7 I N j m �- - - I I NOT A PART TURN III w 25 p — — BLOCK 06 " Q 9ge U I ¢ � ❑ I f P5 I BLOCK 05 w 6 I 4 I o II Z WI ❑ Q m I I R1-1 R2-1 R3-7R I I I I I I I I I I I � ❑ I ❑ IDI ❑ I © IDI ® ICI 10 I 1, 1 - - I 099 W I 14 Z 5 I N / A — 4 \ I I W11-2 A& Aft. — ALLEY B (PUBLIC) I ® — — I I O o z S4 Z LOCK 0 1C P2 W16-7P QCD z 0 s iC 12C I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 2 S7 o ❑ I ❑ I ❑ I ❑ I ❑ I ❑ I ❑ I ❑ I ❑ I ❑ I ❑ ❑ r^ CD 2 - - S2 I CJ Q v, Q IS1 S1 S8 0 0 T i I —I — I I I = J_ 1C1, C 0 ALLEY D (PUBLIC) r W BOWMILLS DR 1C S7 z m (n S8 BLOC 07 0 BLOCK 08 P2 i I Lu z cn S3 � iC S7 S8 Of CD S7 I 0 S7 S8 S7 m S8 QLd Cn CD FUTURE PHASE z W W J CD Q N I I o DATE: SCALE: 01/12/2026 1" DESIGN: DRAWN: cc FEET ALH PDL 0 50 0 25 50 100 JOB NO.: FILE NAME: Q 8066 8066-DS-S-SIGN-PH01 0 � GRAPHIC SCALE 0') REF.No.: :J C9. 1 w 1 inch = 50 ft. Horizontal i NOES 41 OF 41