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HomeMy WebLinkAboutConstruction Drawings z g o cqq U N D y/ o mac,`, o oyb �y o s w o J ' ' U- _ of o r DAYSPRING SUBDIVISION No . 2o AZ z 1�� � P Q 0 rK z M RIDIAN IDAHO SHEET INDEX SHEET NO. REF. NO. SHEET TITLE H 1 C1.1 COVER SHEET Z 2 C2.1 EXISTING CONDITIONS & DEMOLITION PLAN W GENERAL (CITY OF MERIDIAN) ROADWAY (ACHD) f 3 C3.1 OVERALL GRADING PLAN 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, 4 C3.2 GRADING DETAILS NT STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS 5 C4.1 STREET PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 15+00 p1r) OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO WRITING BY THE DISTRICT. Q Z aD TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL M#1 6 C4.2 STREET PLAN AND PROFILE - N DAYSPRING WAY STA. 15+00 TO STA. 19+00 W 1) CONTROLLING STANDARDS OR SPECIFICATIONS. IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTOR'S CLAIM . c' FOR ADDITIONAL COMPENSATION. - W USTICK RD 7 C4.3 STREET PLAN AND PROFILE - N DAYSPRING WAY/W DEERING DR STA. 19+00 TO STA. 23+50 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 DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE 8 C4.4 STREET PLAN AND PROFILE - N DAYSPRING WAY Z a) (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION BM#2 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. DAYSPRING 9 C4.5 STREET PLAN AND PROFILE - W CROSSRIDGE ST W c O COULD BE ROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ,� 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE E� M o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, SUBDIVISION NO. Z 0 C4.6 STREET PLAN AND PROFILE - N TRICIA WAY 5. (0 p O MERIDIAN ON SITE AT ALL TIMES. GRADE RINGS, MANHOLE RINGS AND LIDS. L11�I�Y a �' a) 11 c4 11 C4.7 STREET PLAN AND PROFILE - N BARNSTEAD WAY STA. 10+00 TO STA. 13+50 N � +f 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 v THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. v 12 C4.8 STREET PLAN AND PROFILE - N BARNSTEAD WAY STA. 13+50 TO STA. 17+00 Y CONFERENCE PRIOR TO START OF WORK. .< o 0 ; O 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE N 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF m o 13 C4.9 STREET PLAN AND PROFILE - W AURA DR STA. 10+00 - STA. 13+50 w CONTRACTOR BY THE OWNER. Z Ln 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 14 C4.10 STREET PLAN AND PROFILE - W AURA DR STA. 13+50 - STA. 18+50 Z C, 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. 0 15 C4.11 STREET PLAN AND PROFILE - W FAIRBOROUGH DR & ALLEY F (PUBLIC) • THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. J a) 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY o / 16 C4.12 STREET PLAN AND PROFILE - N WOLCOTT WAY d Ln 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. - 3 APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CIAS CR ® 17 C4.13 STREET PLAN AND PROFILE - N BEBEE RIVER WAY 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 o V' O SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 8 C4.14 ROADWAY AND INTERSECTION DETAILS nn Z M 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 9 C4.15 ROADWAY AND INTERSECTION DETAILS 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 20 C4.16 ROADWAY AND INTERSECTION DETAILS m 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY SECTION 306 OF THE CURRENT EDITION OF ISPWC. Z 21 C5.1 DRAINAGE 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) - 22 C5.2 DRAINAGE DETAILS LV 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 23 C5.3 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. 24 C5.4 DRAINAGE DETAILS = 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. _ 25 C5.5 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 26 C5.6 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. ® 27 C6.1 OVERALL UTILITY PLAN WATER OF MERIDIAN) F. STANDARD CATCH MANHOLE, ISPWC SD-611. 28 C6.2 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 14+50 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR W CHERRY LN , RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL 29 C6.3 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 14+50 TO STA. 19+00 0 PER ISPWC SPECIFICATIONS. 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 TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC 30 C6.4 UTILITY PLAN AND PROFILE - N DAYSPRING WAY/W DEERING DR STA. 19+00 TO STA. 23+50 SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. VICINITY MAP 31 C6.5 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 15+00 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SCALE: 1" - 1000' 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 32 C6.6 UTILITY PLAN AND PROFILE - W CROSSRIDGE ST STA. 10+00 TO STA. 16+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 W CROSSRIDGE ST/N TRICIA WAY STA. 16+00 TO STA. 22+00- 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 33 C6.7 UTILITY PLAN AND PROFILE _ 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 CB CATCH BASIN SS SANITARY SEWER 34 C6.8 UTILITY PLAN AND PROFILE - N BARNSTEAD WAY STA. 10+00 TO STA. 13+50 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 mC6.9 UTILITY PLAN AND PROFILE - N BARNSTEAD WAY STA. 13+50 TO STA. 17+00 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 36 C6.10 UTILITY PLAN AND PROFILE - W AURA DR STA. 10+00 TO STA. 13+50 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 833 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 37 C6.11 UTILITY PLAN AND PROFILE - W AURA DR STA. 13+50 TO STA. 17+00 SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO 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 38 C6.12 UTILITY PLAN AND PROFILE - W FAIRBOROUGH DR & ALLEY F (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 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 39 C6.13 UTILITY PLAN AND PROFILE - N WOLCOTT WAY m �" ISPWC CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). PAVEMENT REPAIR FROM UTILITY WORK (ACHD) WORKS CONSTRUCTION WSE WATER SURFACE ELEVATION 40 C6.14 UTILITY PLAN AND PROFILE - N BEBEE RIVER WAY >_ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING PC POINT OF CURVE MIN MINIMUM 41 C7.1 PRESSURE IRRIGATION PLAN CD WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR PCC POINT OF COMPOUND CURVE Q SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND MAX MAXIMUM 42 C8.1 STREET LIGHTING 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 75 SEWER (ClTY OF MERIDIAN) POLICY MANUAL. PT POINT OF TANGENCY VG VALLEY GUTTER 43 C9.1 STREET SIGNAGE AND STRIPING PLAN \ o 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THECN STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. SD STORM DRAIN 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 CD N CONSTRUCTION NOTE N0. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL J O 0 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 AND SIDEWALK 33 E BROADWAY AVE HANNAH SHURANCE N SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY TRAVEL LANE. 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 PHONE: (208 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 SECTION LINE a"PI EXISTING 4" PRESSURE IRRIGATION PIPE ) 887-2211 MERIDIAN, IDAHO 83642 hshurance0tollbrothers.com E 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION FACTOR. RIGHT-OF-WAY LINE 6"PI EXISTING 6" PRESSURE IRRIGATION PIPE PHONE: (520) 870-4501 N = 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 s"PI EXISTING 8" PRESSURE IRRIGATION PIPE U 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE CONSTRUCTION BEGINS. - - - SURVEYOR ENGINEER EASEMENT LINE -2455- MAJOR EXISTING CONTOURS O o Q WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER LAND SOLUTIONS ESE CONSULTANTS, INC. - MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL STORM DRAIN (ACHD) FENCE - -2454- - MINOR EXISTING CONTOURS z CLINT HANSEN, P.L.S ANNA HIRMNG, P.E. o 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 2455 ~ o MINOR PROPOSED CONTOURS MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 z Z = RULES (IDAPA 58.01.16). 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE O TRACT NO. INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN PROPERTY BOUNDARY chansen@Iandsolutions.biz ahirning@eseconsultants.com 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. ® WATER VALVE - - LOT LINE PHONE: (208) 288-2040 PHONE: (509) 850-4075 LL_I - U SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION FIRE HYDRANT ROAD CENTERLINE FAX: (208) 288-2557 L1__I Q 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. O WATER WELL > pQ - - RIGHT-OF-WAY = - ROADWAY (CITY OF MERIDIAN) 3. ALL SEWERS, SECTION 500,DPARIT 3,NSECTION 34aRM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC ® DROP INLET 10' PUBLIC UTILITY EASEMENT 0 -0- POWER POLE POWER IRRIGATION DISTRICTS (_0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A m 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. S. IOTH AVE STREET NAME IDAHO POWER CO. SETTLERS IRRIGATION DISTRICT CO RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO C GUY WIRE ANCHOR pD cc ANY CONSTRUCTION. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE a.W 8" WATER MAIN ARLIN SMITH 1910 NORTH GARDEN STREET N ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE I, SD-609 TYPE II OR 0 POWER METER 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. -VV VV VV VV- WATER SERVICE LINE > ABOVE THE PIPE ZONE. AREA LIGHT SINGLE WATER SERVICE BOISE, IDAHO 83709 PHONE: (208) 344-2471 � n Q 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER TRAFFIC SIGN asmith@idahopower.com V � AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 2. ram- DOUBLE WATER SERVICE (208) 388-6399 NAMPA & MERIDIAN IRRIGATION DISTRICT U z PRESSURIZED IRRIGATION (CITY OF MERIDIAN) ❑o MAIL BOX 1503 1ST ST S - z 07. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG N0. SD-611. FIRE HYDRANT / 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN 0 IRRIGATION MANHOLE NAMPA, IDAHO 83651 CD 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN N WATER VALVE PHONE: (208)466-7861 z WHICH IT IS BEING CONSTRUCTED. SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, STANDARD DRAWING NO. SD-301. ❑T TELEPHONE JUNCTION BOX < 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 ❑u �►� WATER BLOW OFF ROADWAYS UTILITY BOX ADA COUNTY HIGHWAY DISTRICT j SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO SHALL BE INSTALLED WATER TIGHT. ® WATER SAMPLING STATION d DEPARTMENT OF ENVIRONMENTAL QUALITY DEQ AND THE CITY OF MERIDIAN WATER DEPARTMENT. STREET LIGHT BOIS MEEKER AVE Lv � ( ) 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. s a"ss 8" SANITARY SEWER MAIN BOISE, IDAHO 83713 Q co c1 "©^ GAS MARKER PHONE: 208 387-6100 c? OO SANITARY SEWER MANHOLE -S S S S- SANITARY SEWER SERVICE LINE ( ) 0 LLI zCD (D SANITARY SEWER MANHOLE ss SANITARY SEWER LINE W/ 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: o Eml .I G GAS LINE 3103 W SHERYL DR o PRESSURE IRRIGATION SERVICE MERIDIAN, IDAHO 83642 02/11/2026 AS NOTED Know what's below. �� orlP OVERHEAD POWER LINE N PRESSURE IRRIGATION VALVE o Call before you dig. •CKD � ti IRR GRAVITY IRRIGATION LINE ® 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: o 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 43 s"W SUBDV ISIONNNO. 1 0 � S DR_gs6 1 s 8 6 1 6 \ \ _ \ \ ��� Qy � N s"ss a" / ' w w 6 W_$„SS \ 0 6oyw ss 5 I \ \ \ o 0 } Z \ \ Q ,�� w 4 \ 1 3 w `YO 7 9 5 2 S \ \ I \ \ FEET 60 0 30 60 120 LJ GRAPHIC SCALE Z 1 inch = 60 ft. Horizontal Lu M 00 I I \\ \\ NOTES a W o 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. I 0 C CONTRACTOR SHALL DETERMINE ACTUAL LOCATION, ELEVATION, AND SIZE OF ALL LJ 0 _0 J \ EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. Z I w \ \ 2. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING SURVEY MONUMENTS AND LL1} O \ \ PROPERTY PINS. SURVEY MONUMENTS AND PINS THAT ARE DISTURBED OR DESTROYED �� O 0 DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED SURVEYOR. \ O 0 IIII \ \ � � N o V) co II W \ U O \ LU N CV II NOT A PART \ \ z (n .i \ \ KEYNOTES Z w o EXISTING ROADWAY IMPROVEMENTS PER DAYSPRING SUBDIVISION NO. 1 TO PROTECT IN z L_ J O PLACE. • J EXISTING SEWER MAIN AND MANHOLE PER DAYSPRING SUBDIVISION NO. 1 TO PROTECT INPLAC d 3 M \ \ O3 EXISTING WATER MAIN AND VALVES PER DAYSPRING SUBDIVISION NO. 1 TO PROTECT IN 0 FUTURE PHASE \ \ PLACE. Z 110 I J III I \ \ ® EXISTING PRESSURE IRRIGATION MAIN AND VALVES PER DAYSPRING SUBDIVISION NO. 1 TO LL1 PROTECT IN PLACE. \ LV Z III \ \\ \\ O5 EXISTING TEMPORARY STORM WATER BASINS AND SWALES PER DAYSPRING SUBDIVISION NO 1 TO BE REMOVED. W EXISTING BARRICADES TO BE REMOVED. i LL \\ l�0 \\ O7 EXISTING GRAVEL ACCESS ROAD TO BE REMOVED. Q Z II S¢e\ I W I �9i 8 SAWCUT EXISTING ASPHALT PER STREET PLAN SHEETS. ALL ASPHALT CUTS SHALL BE L PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. m EXISTING WATER BLOW-OFF TO BE REMOVED PER UTILITY PLAN SHEETS. I \ \ 10 EXISTING UTILITY POLE TO BE REMOVED, COORDINATE W/ IDAHO POWER. III 19 \ \ 11 EXISTING OVERHEAD UTILITIES TO BE REMOVED, COORDINATE W/ IDAHO POWER. EXISTING IRRIGATION DRAIN TO PROTECT IN PLACE. EXISTING COMMUNICATION LINE TO REMOVE/RELOCATE. EXISTING SURNEY MONUMENT/PIN TO PROTECT IN PLACE. RESET IF DISTURBED DURINGCONS Z EXISTING WATER MAIN AND VALVES TO PROTECT IN PLACE. C — — — — — — — — — —� I 7 \ \\\ \ i6 EXISTING SEWER MAIN AND MANHOLE TO PROTECT IN PLACE. o EXISTING STORM WATER MAIN AND MANHOLE TO PROTECT IN PLACE. 14 18 SPECIFICATIONS. FICATIONS. LIFT STATION TO BE ABANDONED PER CITY OF MERIDIAN STANDARDS AND EXISTING GRAVITY IRRIGATION PIPE TO BE REMOVED. 11 w � 20 EXISTING CONCRETE IRRIGATION DITCH TO BE REMOVED. m uj N I 20 N I I I \ \ r 20 I \ \ \ 11 11 � o II I � \ Q 13 — \ CD J I I 11 \ \ Cf) 14 18 FM zQ o w I \ O J o w I II I W \ 5 TRICIAS CROSSING ~ — Q 11 \ 15 16 SUBDIVISION N0. 3 0 Z Q z o _ II O co Ld LLIEn / ♦ I / \ \ 17 so \y v / I I I z W Z cn I FUTURE PHASE ` I I I \ — \ / Q � LLI CD I I ICI \ ILLI I 11 / / FUTURE PHASE \ — w / \ / DATE: SCALE: 02/11/2026 1" = 60' II — _- - - - - - _ \ � — — DESIGN: DRAWN: 0 L ALH PDL co1 — o O \ JOB NO.: FILE NAME: x o I \ / 1 8066 8066-DS-S-DEMO-PH02 i � I REF. .: C2. SHEET NO.: 2 OF 43 z g o c� MATCHLINE SEE THIS SHEET _ DAYSPRING 53 �� 2 N� I SUBDIVISION NO. 1 Jam. °y�o i w ►� u- o0r M I 0 W U �`�,� �� / W 6D�lu"S DR . I EARTHWORK QUANTITIES W FAIRBOROUGH DR I 50 o F 25T 50 100 EARTHWORK QUANTITIES ARE BASE ON NEAT LINE CUT/FILL AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. h� w GRAPHIC SCALE ~ CUT. 14,200 CY I I 1 Z FILL: 6,700 CY I �L CK 711 1 inch = 50 ft. Horizontal Lu NET: 7,500 CY (CUT) 2C Z I > M KEYNOTES ° o f I oC 08 jll a w o O LIMITS OF GRADING. I I I 16C 1 I I � � O2 6" DEEP SWALE PER SECTION C-C, SHEET C3.2. LENGTH PER PLAN I N I o-' Z a) � o FUTURE PHASE N N > o0 N � w s� z � MATCHLINE SEE THIS SHEET I \ ��o Q II o I NOT A PART 10 �� a ,Q o III m W W � 1 2 50 LF 2 50 !U= 2 50 LF C - 2 50 LF -, 2 50 LF 2 50 LF 2 50 LF 2 50 LE 2 89 LF \� \ \\\\\\ Z 106 L 2 ��� V' _ \\\�`, oa1 / P�\\,N Z Lu BLOCK 07 �\�\\ \\ \\ \\\ PAD - - - - - - - - - - - - - - -� ti5 � 2543.3 I V � �_ BLOCK 10 �� 2543 \ I ❑2 I 3 ' ' \ 4 I I I � _I I� / \ �`' � 15c����F�S���� �s¢� / ti 2542 � I I ❑ I ❑ I ❑5 © ❑ 8 � ' \ 9 I I ,o / � � , ��� `�P J � J I ❑ y 1 / I y � l�SR � I I � I I I ❑ ����P PAD PAD I PAD PAD 2542.0 2541.7 2541.5 `- , PAD 2540.9 PAD PAD PAD PAD 2541� 2540.E 2540.4 2540.1 2539.9` / PAD BLOCK 09 I / 2sa2 - - 2539.7 �yx- - - �o - �' `'gyp \\ \ z ❑ o FUTURE // I � �so 2542 _ C 2541 \ W CROSSRIDGE ST 2540 ti_ ti5�96s 12 / AMENITY SITE I ��\ / i I I � I� - A - - PAD `ry 0 I \ - - - 2539.5 w / w 2542,17 2539.4E \ / FUTURE PHASE I /// 2543.I0 I ❑ / by �yS°o \ ❑ PAD < � I 2542..0 ❑ I ❑ 2539.20PAD \ 2539.3 \ � a / / � � I I ❑ I ❑ � ® ❑9 10 11 12 I � � � r 0 2542.72/ I I I III III III ❑ III ❑ �� , , / I z PAD PAD PAD PAD PAD 13 PAD B PAD PAD PAD I o\ 14C I uj a 2542.2 2541.9 2541.E 2541.3 2541.1 2540.8 2540.5 2540.3 2539.9 GF \ 2538.93 PAD I I ® 1 / \ TEMPORARY STORM P / 25a1s3 -J L J L _ _ L DRAIN BASIN 2.12 �� 9� tie LO -� _ - �� 253g BLOCK 14 I o h �1 _ o^� �a ti0 °o ry°� QP sQ�9 f I - ti` R CqL Sq D FI ti -ti`'� tih ti5 �y, _may,,• -��kti. bi TER c� TEMPORARY STORM 4 ° 2. ® \ \ DRAIN BASIN 2.11 25a1s4 ,�• p ® _ I PAD I /tih �y°�6 1C \ ryya 2542.2 I h I BLOCK 15 2540 20 ❑ I ❑ I ❑ I ❑ I 15 \ 14 PAD ❑ �� I PAD I I PAD I I PAD I I PAD I I ❑ I /; 13C TRICIAS CROSSING o y, II yeti 2542,21 \ �ti. k�. PAD I PAD I / / / SUBDIVISION NO. 3 Q Q // yay _ �° 254 .5 �y� 2543.2 2542.8 2542.4 2542.0 / Q ® s z f i \2542.5 \ 254 L 7 2543.0 0 _ ca Q Z 2544.10\ 254235 \ � PAD � �y� / -��y _ by ��- �� �ya`� �SQJS> / / �Py ° O � 2542.4 I 2542.53 2542.9 / tiy°��o _ 2543 W AURA DR - 2542 \ \` c�,p� V j n ❑ / \ 'P/�j 11p \ / O 2541 0�0 S9 �� 1C o - Q o Q �D EE W DEERING N 2541IPAD V --- 2542.7 BLOCK 13 �r BLOCK 12 \ I 30 G I 3 I n y \ PAD I I PAD 3 I I I I PAD / BLOCK 11 J \ �sAs ` F r I 2543.7 v ❑3 2543.7 I 2542.0 ❑2 I Q Z o / 2 PAD - Z \ / w \ \ I I 2542.0CD 1`� C \ 2545.11 I I \ // 1 G Q I 3 \ W ^^ � z I \\ c � I � � / ❑ y���1L- _ 2544 - Z a"��p � � �°0 �0 � � / I..L � \ ?�i� \ ❑ �sr Q I tJ` I \\ J \ .` i n, `L`� by V I I PAD � 2543.2 \ 2s ----------�y�y \ I h ti°° \� / �s28 U L 2545.30 I \ 4283 Ld 2543 ,i 1 \ N rya J < (� ICD w I \ huh 2543 / 2542) i� I CD I � T FUTURE PHASE 2�s\ I 2542 ' DRAW BASINSTORM \ 2.14 DATE: SCALE: TEMPORARY STORM 02/11/2026 1" = 50' I ! - - DRAIN BASIN 2.13 _ - - - \ I Y F (PUBLIC v _ - - - - _ - FUTURE PHASE DESIGN: DRAWN: o ALLE o \ ALH PDL Q I I I I \ JOB 8066 L E DS SA R D-PH02 I ' v I I I \ REF. NO.: 3. 1 I I I „III - - - NOES 3 OF 43 z g o cqq U N Z z p ti d Ld oLL. o r w 0 ��y SAP�� Q a 0 z ( (uJ f )V) H W L� f Z 2.0' Raw 6.0' 5.0' 20.0' BUILDING PAD 12.0' R a W 00 0 I • c m LANDSCAPE 1.0' LI 1.0' W O • N BUFFER +v) O O 3:1 MAX I 3:1 MAX 5. c O 0 FINISH GRADE +' a) STREET 2.00% �% VARIES BUILDING PAD Rn N 0 . O W N N Z U) 'i ~ Z W 0 Z i TYPICAL GRADING SECTION A-A a NTS 3• V' O Z ri W W Jvl C� I I W 5.0' BUILDING PAD 5.0' J Z 1.0' I 1.0' m o I I FINISH GRADE I BUILDING BUILDING i PAD PAD 2:1 MAX 2:1 MAX TYPICAL GRADING SECTION B-B NTS z 0 U W R 12.0' BUILDING PAD 20.0' 5.0' 6.0' RAW 2.0' Q I cn m n 8.0' r 0' I 3.0' LANDSCAPE z BUFFER w c� a FINISH GRADE N VARIES VARIES 1.75% 2.00% STREET N W 3:1 0 MATCH EXISTING �'� i? cN i 0 N N TYPICAL GRADING SECTION C-C NTS O O Q Q z p o N J z o O - O Q 2.0oll ' Row 6.0' 10.0' 18.5' R 12.0' BUILDING PAD 20.0' 5.0' 6.0' R0W 2.0' w \ Q Ln - Q o I I CD i 1.0' I 1.0' I LANDSCAPE cN 8.0' BUFFER LLI LANDSCAPE I Q !^ Q BUFFER 4:1 MAX 3:1 MAX FINISH GRADE �l `J a VARIES 1.75% 2.0% STREET un o -~ j STREET 2 0y 1.75% NN CD I..L V i Q cn LLI CD TYPICAL GRADING SECTION D-D w NTS CD z Q o DATE: SCALE: 02/11/2026 AS NOTED DESIGN: DRAWN: CD ALH Pcc DL 0 JOB NO.: LFLE NAME: Q 8066 6-DS-S-GRAD-PH02 0 i u REF.NO.: C 3.2 _j w NOES 4 OF 43 z g o cqq U N DAYSPRING SUBDIVISION NO. 1 \ \\ z 0 W BOWMILLS DR I \\ \\ J r 0, y S w 0-1 1 \\ \ o 0 � r \ \ o _ �� w rn C4.1 \ \\ N 0 `Pvy S�Q �Q- Q Of o c*1 W FAIRBOROUGH DR Q NOT A PART 1 + \ \ L0 C) 1 \ ,'� \ STA 13+23.28 N DAYSPRING WAY= STA 11+15.99 W FAIRBOROUGH DR Q W 04.11 NOT A \ y \ -- - - - ~ W PART _ � = FUTURE \ J \ J • '+ W �� � > 3 4 0 > BLOCK 07 o N > o ' o . Z W PHASE \\ \\ Q 2C + M M M O J W J \ \ N u-; pj N N N N r W W \ N W \ I 4 - - Q Z � N 3 } \\ \ im y c+ v 25 C4.7 Nv 2539 M Z l 7 SDCB 2.2B Muz t M„z L Cn _ \ \ (p < 253 SDCB 2AB 6 12+00 O - _ 5 13+0 - - 14 00 - + -o � - 15 00 Z \ a Z00 \ 1 M N 8 M N ' v J1+00 - SDCB 2.1A& SDCB 2.2A 7 C4.2 \ W 53 s s _N DAYSPRING W Y ss„? < SS„g ss„a < ssus < „s- / 8 N 5 + 5 C4.5 04.5 04.6 \ 3 W CROSSRIDGE ST Z TRIC A v �•7 'L I CROSSING >_I W • CN + �. SUBDIVISION, ` vi / +.+ C) 0 W o0a0 � N u-� oi I � No, y ✓x 9 N oo� ,nog o < 9 NO. 3 c 0 O 6- W Sss o r> + W. + M + n x a \ / S� �j� + n + n o 5 i 3 4 N + N �0�1�2539.68 VC 2539.71 VC C4.3 C4,$ N ++ N DAYSPRING O m y ° " - - 10+72.99 PT 10+72.99 PTn1 O ^ ---- - -- -- L SUBDIVISION N0. 1�gss 1 �" " - 6 � N BLOCK,09 0 o �, s �� - / I 6c 1. �9� C4.9 v . o sN<o 2sa --- - - - -- - - -- - - -- - - -- I --- - -- -- -- -- - - -- - -- -- - -- Iq �s I w .. 3 v Q� W AURA DR Z to 2!SEE SHEET C4.111d 9 9 Id„9 w Q�E �j�C �Q Z W 0 9 2539.65 RC D D 2539.65 RC �qy 9� C4.12 C4.10 ���� O Z i END ROADWAY END ROADWAY Q IMPROVEMENTS p ° IMPROVEMENTS r J -C J ; 10+50.00 10+50.00 C4.4 0 a J FUTURE Z C4.13 3 d PHASE C4.fl o Z ri ALLEY F (PUBLIC) FUTURE Ix PHASE W (� W FUTURE PHASE SHEET INDEX Z N.T.S. u W PLAN VIEW: N DAYSPRING WAY STA. 10+00 TO STA. 15+00 � z SCALE: 1" = 30' L a KEYNOTES m O MATCH EXISTING CURB, GUTTER, AND SIDEWALK. O SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. O 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). ® 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). o © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET 0- C5.1. 0 O7 STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.2. ® 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD 2550 p N SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL o BE 6" THICK. U-) U O9 TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. m IQ W GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES, INC. (OR APPROVED EQUAL) vim, I- W WITH BRICK PAVER BORDER PER DETAIL, SHEET C4.16. INSTALL PER >_ LOW POINT STA = 11+50.00 = MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. z LOW P INT ELEV = 2538.09 z W uj Q PVI STA = 11+59.83 W PVI ELEV = 2537.99 -� D A.D. = 1.66% III _ F- > K = 30.19 aCn U � Q 50.00' VC I Q o 2545 Z -2 L �� OR bi 00 00 rLO�'0 o Lo M C p 4 N M p Q N N C N N + �" CO CO c) O L.�r.j r.�j O� O O Oi N + LO z�N � LO O oI I I I N + N CO M N + N 4 N M O �� > ri�j II QLLJ II N N� II II N �zoNN N w N � II r2F- ¢ w W J w� Qw W 0- �waW > w N C 0 W EXISTING GROUND W O = uj AT ROAD - - - - - - J Q _ 2540 m_ a _ _ _ 2540 O Q _ 0.50% 0.50% 0.50% 0.50%_ - - - - - - 1.15% - - - - - - - - - - - - - - - 0.50% o P OPOSED GRADE NT ROAD Z Z O 0 EXISTING ROAD AY PROFILE O PER DAYSPRING SUBDIVISION NO. 1 O 0 12" STORM U W DRAIN CROSSING z CD � Q 0 2535 2535 Q V Q 12" STORM DRAIN CROSSING Z CD N J U) 0 W Q Z z W C� z 2530 2530 LLJ z V) W z r, N O r N O O U � M M M M Ld W N N N N N N N NCn CD ` Q CD r W CD 11+00 12+00 13+00 14+00 CD FEET PROFILE VIEW: N DAYSPRING WAY 30 0 15 30 60 Z STA. 10+00 TO STA. 15+00 DATE: SCALE: HORIZONTAL SCALE: 1" = JO' GRAPHIC SCALE 02/11/2026 AS NOTED co VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i cn GRAPHIC SCALE REF. .C4 u 1 inch = 3 ft. Vertical NO.: 4 NOES 5 OF 43 z g o cqq U N DAYSPRING SUBDIVISION NO. 1 \ \\ Z y ' Q W BOWMILLS DR \\\ \\ J , 60 \ \ o 0 0 r \ \ o - _SEE SHEET C4.5 041 \\\ \\ N 0 `�'�y S���� Q Of IN I W FAIRBOROUGH DR \\ A \\ Q P I W col, \ ~O I I � L I \ 2541.27 RC (/) 2541.33 RC ❑ N 10+94.02 2 C4.11 NOT A \\ �a \\ NET A PART 10+95.65 + � FUTURE PART \ \ J 3 n U . PHASE \ \ Q 2541.54 VC � w 3 2541.53 VC _Id„9 ?543 ❑ \ ' 10+90-ar .65 PT Id„9 10+89.02 PT � 3 \ \ , �c0,c2542 \\ \\\ W h I \ B oeKy \ \ Z 1C \ \ 0 N 2 � '�� � W o�� o N C4.7 \ \ 10 3 co n 3 � \ \ a o n a \ ❑4 � b` z r \ Q Z 00 100 07 a M..z + �N DA YSPR/NG W ry Q� 1 Z � C4.2 \ w o G2C �n STA 16+85.16 N DAYSPRING WAY= — AY 2 <C// C4.5 04•5 04.6 m 'r p STA 10+50.00 W CROSSRIDGE ST_SS„ 3 o roX moo. �` sMS„� oo c \ /_/ 6 W CROSSRIDGE ST /8�0� ® �°X oo \\ �v �� C4.7 �L I CROSSING I 5. V 0 C C _ a04 o. M..z ss e IV \ �V �i�, I SUBDIVISIO W vi O 0 J _ \ 9� NO. 3 5 0 0 �W 5 C4.3 C4.8 � N N 44 1 N \ ,SDCB 2.96 4 / �/ • p c� 0 L O O N O �v � 9 • o- SDCB 2.9AU4 \ �9 ��� C4.9 I �e W � cV �9� W AURA DR Z_ w Q H o�G / \ \ ,� �9y 9� C4.12 C4.10 ���� Z J O h 00 , a) O' o o BLOCK 09 0 ti� C4.4 d FUTURE C4.13 3 2541 PHASE C4.11 Z I M v FUTURE o I c9 0 n AMENITY SITE 4 FUTURE Z "' 1-N 6 \ ALLEY F (PUBLIC) PHASE W 2 00 14 (P�;A \ SHEET INDEX UJvI �A7� FUTURE PHASE N. Z N.T.S. W 0% PLAN VIEW: N DAYSPRING WAY o� STA. 15+00 TO STA. 19+00 J Z SCALE: 1" = 30' / L KEYNOTES m O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). O 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.1. O5 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL o BE 6" THICK. 0- © TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. 0 GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES, INC. (OR APPROVED EQUAL) o WITH BRICK PAVER BORDER PER DETAIL, SHEET C4.16. INSTALL PER O N o M MANUFACTURER'S SPECIFICATION AND ACHD REQUIREMENTS O C Q w Q w Q 1-- w Lu (n = u U) _ LL1 Cn a c~n W U) m Z w �w Z_ W co J w z o J w cr> _ (n N = w Cn CO a Q N CDw O t0 CDO N O M \ F— CDO � N �o II II W) Ll- N II + +Q W 00 O co ; EXISTING GROUND II II ; w ifS ifS> -> AT ROAD � LoLoMa � J G✓ Lo > > cn w N � o > > 0 cN — - - - - - - _ � � 0.50% r - - - - - - - - - - - - - - - - - - CN - - - - - - _ - - - - - 0.50% 0.50% � 1.00% u N 2540 2540 W O� AT ROAD J Q _ Q Q 6' PIRR 0 Z Z � CROSSING `V 12" STORM O DRAIN CROSSING O CD 0 2535 2535 C) CD U Z > Q o CD Z Q m N J U) U w cn 2530 2530 Z Z 0 _ ao z Ld/f Ln Q N � N N N (n Cn Q Ld Cn w 16+00 n+oo 18+00 0 0 CD Q w z FEET PROFILE VIEW: N DAYSPRING WAY 30 0 15 30 60 z STA. 15+00 TO STA. 19+00 DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED co VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i cn GRAPHIC SCALE REF. C4.2 _j U 1 inch = 3 ft. Vertical NO.: NOES 6 OF 43 z 0 qq U Al DAYSPRING SUBDIVISION NO. 1 \ \\ �� O y w _SEE SHEET C4.4 W BOWMILLS DR \\\ \\\ J_ bo o N J T 'r — — \ \ © a c� r ++ I alb \ \ o� �cv _ w Q w l 04.1 \\\ \\ N J,�v, rn ����Q Q � Lu = BLOCK 14 1C 0:: W FAIRBOROUGH DR z w 25�2 I¢ / 6 \ \\ 0"P \ Lu `' '� \ J (/) o Z f © � \ C4.11 NOT A \\ /�� \ + FUTURE��. \ o \ PART � - 1 2 2541.49 VC L2541.4 1 \ � \ PHASE \\ \\ J Q - 10+93.00 PT 10+93.00 PT 2 \ \ Q � C� aN � ° W N w +C; \ . . I \ \ f co Z N------------- � Z \\ \\ \ 00 Q C4.7 \ co s„s ss„s < SS„a < i 19 0o N DAYSPRING WAY 25A +00" 2541 21+00 Z \\ a Z00 o — 1 — 1 — — o C4.2 W 0 N STA 20+37.49 N DAYSPRING WAY/W DEERING DR= cV "' z I STA 10+50.00 N DAYSPRING WAY -(�)SDCB 2.10A °o C4.5 C4.5 04.6 m 3 3 ©SDCB6 2.106 22 00 �tiX°�, W CROSSRIDGE ST vZ_ a) r a. �- �sQ TRIC A U a ,� �o�s�� m w 7 C4.7 CROSSING LU} �OF TAi SUBDIVISION, vi p moo � � + � x �o o+ � + �� n / 9 N0. 3 C O O o o cD Q rn u� O �. 15' o in u-� W \ FipNc / Li + N N N W�� N `V`'���t�O C,� N N�N N coW O O \ la �\ {- + a I II o 4,Q C4.3 -2541.13 VC - 2541.13 VC C4.8 \ N 1 2 END ROADWAY o END ROADWAY o o pP F�OO / V) pp IMPROVEMENTS o IMPROVEMENTS i 1 C 1 \ti h� ��2541 ���Xa,° 2� �� C4.9 U a) O 10+07.00 10+07.00 PT 2 N F, Q- �� �l \ IV \NO 0� q�so PF� W AURA DR Z 04 (n 2! H BLOCK 09 Xo��� 2� Syr v� C4.12 C4.10 ���� • Z 5 o J t 4 �5 45 C4.4 � a to \ FUTURE Z C4.13 l J 3 \ PHASE C4.11 o FUTURE FUTURE Z AMENITY SITE °P �,�5 ALLEY F (PUBLIC) PHASE W ��o � W X SO Z SHEET INDEX n n N.T.S. W PLAN VIEW: N DAYSPRING WAY/W DEERING DR STA. 19+00 TO STA. 23+50 FUTURE PHASE = Z SCALE: 1" = 30' L a KEYNOTES m O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). O 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 0 5' WIDE TYPE A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C5.6. O TEMPORARY STORM DRAIN EASEMENT. © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET o C5.5. 0- O 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD 0 SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL CIO) w BE 6" THICK. II ® TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. C) C14O 4 o 2550 GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES, INC. (OR APPROVED EQUAL) + U z WITH BRICK PAVER BORDER PER DETAIL, SHEET C4.16. INSTALL PER 0 I w MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. Q ui HLu Lu U) 2 r r n Lu r Z_ Lu zz w J LV CK Cj:: a 2 can H I oo^ C, w 0 rn 2545 I-CD N Q rnoo 0 + `4 �D r7U-) II II + N �zN II O n0 O p+ Q W N gLIJ 11 to N Z NON W II �wQ W N cn W Q0 ��> 5 11 > �ov~iw 11 IIx (V (n(n d W J O W o PROPOSE GRADE N :Z L'i�a- a N w AT ROAD N - - - - - - -0.50% - - - - — - - - - - - 0.50% 0.39% — - - - - - - - - - - - - - 0.50% Q _ N L 2540 EXISTING GROUND !! ^^ O Al ROAD 0Ld s V L► J � Q 0 Q Z + Z o T 0 ( wN Z z N 12" STORM �"I O DRAIN CROSSING 0 O L! o _ Q 2535 =- 2535 Z \Y) > Q co Q Q o z ~ 17] co Q N En a- 0O Z + cn Z z i 2530 =- 2530 CD w CD j v NN N NN < I w W QW 0 z 20+00 21+00 22+00 23+00 W Z i z FEET VIEW: N DAYSPRING WAY/W DEERING DR En 30 0 15 30 60 PROFILE STA. 19+00 TO STA. 23+50 DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED �D VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i GRAPHIC SCALE REF. C4.3 _j w 1 inch = 3 ft. Vertical (NO.: NOES 7 OF 43 z g o cqq U N DAYSPRING SUBDIVISION NO. 1 \ \\ Z ' � 0 W BOWMILLS DR \\\ \\ J , y _ \ \ o 0 C9 r \ \ o - rn J, � �Q' SEE SHEET C4.3 C4•1 \\ \ ",,o S ��� N W FAIRBOROUGH DR \ � \\ Q P \ A cal 0 BLOCK 14 I \ C4.11 NOT A 254 ❑6 FUTURE PART \ \ J A A � 1C - - - - PHASE \\ \\ H 19+94.49 PC 19+94.49 PC 1 2 - \\ \\ Z 2541.29 VC 2541.99 VC _ �7 r \ I W O U O U LJ \I ?�xI + o � o � o -rQ z a > ?Sstj,�T�.T N 0 > + °? + C'i z a > o j ?$q O \ 5 a�o �� AOL Ce I �� o � a � � rnn o^ \ ?s4¢ z \ \ LLJ 3 C d O N O. o CO w N N N \0 Q 04./ \\ \\ � LO Q00 \ 3 2S¢3 Z \ " 2 C4.2 W 0 10+00 2 W 11+00 N DAYSPRING WAY 12+00 2542 � C4.5 �5 04.6 - -I � �, - 13+00 STA 10+50.00 N DAYSPRING WAY= ��" STA 14+10.41 N DAYSPRING WAY= W CROSSRIDGE ST Z STA 20+37.49 N DAYSPRING WAY/W DEERING DR 6 a"ss \ STA 11+05.56 ALLEY F (PUBLIC) ] ti CROSSING AG } 6 � 0 3 0 - • SUBDIVISION, � 0 0 NO. 3 5. C 0 a O . N�o o o rn rn rn 253 \ 9� �e a U U C4.3 C4.8 lnv/n/ N 6 -w N V�yp\ho JG I R j N + + N a �StxO \ P� • 0 (n 00 ti l o N N N s ss Po4�a� 9� C4.9 U 04 O 20+80.49 PC 20+80.49 PC N c� N 1 2 ^ N �� 3 00 w 25a1.2s vc Z 2541.29 VC Q �o�o aX�h 0� rs W AURA DR Z (n •! oo �N �(' m o �� `Q y�� O��R\\J op/ 9� ��c w ) LLJo �� 4 9� C4.12 C4.10 0�� Z 5, BLOCK 09 1 C o N ^X �� ass qr �� • Q a) 21+03.65 PC N 21+03.65 PC C4.4 Q d 2sa1.n vc 2sa1.n R vc PHASE C4� Z • M I C4.13 3 ARo ��gy I �� 0 O,o S.00 Q o Z M I �� ALLEY F (PUBLIC) FUTURE PHASErx W FEE SHEET C4.3 �o '�94?occo oP�6t /sXDD (� Z SHEET INDEX Fyn?S¢3� oQ ,,S �oy�ah O��9q Rc yb�1 n n n Z o�ITS ti N.T.S. I I lul I I W PLAN VIEW: N DAYSPRING WAY = Z SCALE: 1" = 30' of FUTURE PHASE KEYNOTES m O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). O 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). O TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C5.6. © TEMPORARY STORM DRAIN EASEMENT. Z 0 o_ U (n W Q H Cn m co (n r U Z W U a 2550 I 2550 N Z U ON m \ Q W LO W u') O O a00 i O_ � + N r- Ln � M N U' CD O C Q + N Q�� � N CS) t zZ + U, ow II II II + Nz \ O O 11 O N N N O II p PE Q W Q w N \ U o � � L0 Min Om II II ±� J �p�cn W Cn W II >w N O p p CO + N + N O O Q W � W Z�7 5 Q W 2545 in o r�o O zzn (n � � � � a- w�0- » mow= + N �� II II II II oo �O oN cnaw 2545 O Qp w¢ w a w o II � a � a� II II Q 6(n w (n w o} C) J II O C,> > > > `"cn w PROPOS D GRADE I 0.31% W _ co LLJ A ROAD Q w > > p Q L -> s a w O� - - - - - - - - - - - - - -° - 0.59% - - - - - O o - 0% 2.00q - - - - - - - - - - - - - - - - - - No 0.50% 2� - - - - - - - - - - - - - - - - - - - - - - - z Z _ _ - - - - - - - - EXISTING G OUND � 1.08% AT R AD q � 0_ O 0 2540 - 2540 C) O Q ch z z /u < 0 0 Q 0 m 03 N Q a- Q (,7 DE 2535 2535 Q Z 0 Z 0 � CO GOO M � ((D CD u) N N Ld z Z � d dLd N N N N N N N N N N V / Ld ! ; 10+00 11+00 12+00 13+00 14+00 Q W 0 CD Z W z FEET 30 0 15 30 60 In 0 PROFILE VIEW: N DAYSPRING WAY DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED co VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i cn GRAPHIC SCALE REF. C4.4 U 1 inch = 3 ft. Vertical NO.: NOES 8 OF 43 Z g o cqq U N DAYSPRING SUBDIVISION NO. 1 \ \\ Z y ' O W BOWMILLS DR \\\ \\ J , 60 \ \ o 0 0 r \ \ o - rn 04.1 \ \\ N 0 `Pv SAP�Q- Q W FAIRBOROUGH DR SEE SHEET C4•2 �I I 50NN.9 6 lIC I I ❑4 I IIQ� C4.1 r NOT A ew 0 PART As+oo.00 I 6 FUTURE s vc PHASE = E3 \ \ �Zw WW QSEE SHEET C4.7 E3 \ \ 2 I I Z I \\ \ Z I 2s42 0o 3 BLO 10 I I Z W \ \\ 0 cal - W N \ 'J N r C4.7 \ \ 16+43.65 11+9jiRC r 7-,2 , CO I I N v = o _ 2541.18 VC 16+43.65 PCC 0481 ?54 PT v \ � I S 2541.18 1 G6 as sc 1 C I I N �g g U z r 7 Tom-__ \ Q Z 00 16+ 29 VC a 1 d � 2� T 25 0-RC I N Q C4.2 25R1. \o 2 o U " 2S' 9 RC + 812P1'RC + a W C4.5 C4.5 C4.6 W o I o w o a 7 S 11+04, cn STA 10+50.00 W CROSSRIDGE ST= �^� o N ? LOCK 07 + _ + a ?BOOg�� o�Q 254286 RC C STA 16+85.16 N DAYSPRING WAY i g N �c I A W ^ 2C 3 *��� o ; ° 3 11+1as6 Pc N j W CROSSRIDGE ST Z RC w w �- N v - �� N 10+00 5 �, ,y � � �s oA Q n+1s.o1 Pcc N N _,;, 2 3 �w cn � � � TRIC A � 1 '16+85.16 I rsp��a R20' W 3 254281 RC N�_ = C4.7 'L I CROSSING } O 2541.39 VC W _ ~ 8" 8 N ,�'�X 1k3a9S RG + w _ s"w -16i77 '�i I SUBDIVISIO O O 8„W �X>s2����P� 1 2yR2•� cNn+ N> n-v -' 9 NO. 3 Q: C Q i � Q I I N �A -P� � ❑ / S 11+pp 8 W 9cPn c� I m O N 2541 s°ss C4.3 C4.8 - N N 8"W _ < Q 1 2542 - • O 'n 0 _ - _ �aq 9��� C4.9 I w N 5 _ 12+00 4 4 14+00 w <-s" 2s W CROSSRI /�- s'ss G pEt /sue > 2S - \\� �y W AURA DR �� Z to 4j 19 tc w a DGE ST - �� 2542 _ <�s„ss W SEER ��� y'� Z w 0 %C M J w a ss�� - ess - _ N <Gyy v� C4.12 C4.10 ���� • Z -51 s STA 12+38.31 W CROSSRIDGE ST= -1 C7 l� ?B`0Bo `r c� m J+ O J L sp ,) _ +2526� N 1 N N w a STA 11+60.85 N BARNSTEAD WAY �A o� C4.4 J>- /2S 00 25 PCC _o BLOCK 1 t)-y o v I 4 m e + n o n a >41.19 VC v-�- ^<v-,orv. c FUTURE Z C4.13 1G + PHASE C4.11 2 N I 1\�' //J/I • rn O Q N ♦ _ l�xs a . 21 2P+To 2.ss c �1 N + Pc + � Z 2 3 FUTURE"V.12 w + (51 ALLEY F (PUBLIC) PHASE 12+100 pC -0 Z� pq ri N o -0 z W S 2Sg106000 � 2542.05 RC 12+020j a _ I I nn nn W � 2542j,R� �� BLOCK 15 8 � SHEET INDEX 12+09.37 PC I I W 254205 RC I 7 c I 1 N.T.S. 1C a ❑2 I 5 J Z - 12+46.92 PC A 00 ] Q SEE SHEET C441.8 7 Rc KEYNOTES m 92 PC 2541.87 RC O1 5' TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. O 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). PLAN VIEW: W CROSSRIDGE ST O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). SCALE: 1" = 30' ® 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). O5 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). z 0 0 (n W t� 2550 0 co + a � U � �� Q W m W W O Lu (n 0 CD Q (n m CQ LnLn W w 0 om 0 ° Z W Q CD 0 0 00 oo � o � c�m� J UW o 06 I� p + N + N �.'�0O U \ H + LO N NLO O � O II O OOP II Ir Q 2545 0 + N o Ln II u n II II II + N o � J > II Q \ N N J O LLJ cn LLJ H J W cnII wLd w 5 5; Cn Cn (nW > d W N m W W d o d � d N W N EXISTING GROUND � ATROD � N - - - - - - - - - - 1.09% - - - - - - - - - - - - - - - - - - - - - - - - 1 2.01% 1.9gq - - - - - - - - - - - 0.50%- - - - - - - N PROPOSED GRADE7 W O 2540 ml Rumu 2540 J O Q Q Z c� ~ Z z o CD 6" PIRR O CROSSING U o w jn U v ! Z � Q 2535 -- 2535 Q - 0 Z0 m 03 Q N J O w In Z z w3: of z 2530 2530 W C V C3 a N N N C N N N N N N "' Q w LLI CD Z i 11+00 12+00 13+00 14+00 15+00 z FEET 30 0 15 30 60 In PROFILE VIEW: W CROSSRIDGE ST DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED co VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD FEET ALH PDcc 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i GRAPHIC SCALE REF. C4.5 w 1 inch = 3 ft. Vertical NO.: �+ NOES 9 OF 43 z g o cqq U N YSPRING \ F7LSUBDIVISION N0. 1 \ \ Z ' �� Q DR \\ \\ ov J , r- y60 S > 0 M 1 LL I \\ \ o 0 0 r o / 04.1 \\ \\ Ofgyp P�� ❑ 1 W FAIRBOROUGH DR Q z C4.11 I NOT A 1 1 ' FUTURE PART J ^ PHASE \ \ BLOCK 10 \ \ Z a O N\ W Z \ \\ Z C4.7 \\ ro �� a _ \ M 18+00 \ a yr N 3 Car Z 00 imp 9p L� S\ g [ \ W 0 8"ss C4.2�,8 C a'Ss� N h \ STA 20+49.25 TRICIA WAY= C4.5 �5 C4.6 8"ss h N "�N N N STA 10+52.6 N BEBEE RIVER WAY TRICIAS CROSSING W CROSSRIDGE ST 7 \ / 5 \ SDCB 2.3© �, ° a c TRICA Z U \ �a ^ ^ - a SUBDIVISION NO. 3 C4.7 I CROSSING } 0 7 SDCB 2.4 2539 N a 1 N 0 4 c? X cj SUBDIVISIO 0 0 NO. 3 0 O V)) 20+ N iU v O0 e S, rya s��A \ N N 9 \8„ss �I s, v C4.3 C4.8 Rn *' 1R/�j 5 0 V o cn ao A 9� o 704 o � ® WA Y � 5 � w 0� �9� �1 C4.9 W AURA DR I Z W ? H 1+00 w WOE f'�7 O��Q 50 \ N 10 5 5 ai\•\ / �� 9 C4.12 C4.10 0�� Z , QU �0 0 8S 1 9y F `1� • Q N �0 1_� " c,r J C4.4 o Q d cn 4 10+94. ?S 83 Sp SS � ti h ^� 4g p 40� oe C4.13 3 o ; 2540. cc 10 1 \ FUTURE Z • 0 0 �o/ ❑ *„�, �9 Rc x�¢4 �Rc 1 22+00 PHASE C4.fl I MO 11 1¢' $ I N 11+01.85 / r R20'2S¢Q53g Gg a Sp SS�/ I +0335 �33 R o M^'� 1 Z M Rc C + 70xg4",,N N ` ALLEY F (PUBLIC) PHA SE SE u I 1 BLOCK 1 2S4p3 OCp N �} W / I \ SDCB 2.5A 17,O,6RC N�_ SDCB 2.56 ZS¢o Rcr * NNE W SHEET INDEX 10 I 13C I 3 1 C N" Z° 25+39.24 PT 2g4032335 8 N.T.S. ❑ W 40 S \ PLAN VIEW: N TRICIA WAY BLOCK 11 = z ti SCALE: 1" = 30''A 11+3g241pC LO of KEYNOTES m Q Q�p `SEE SH C O1 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. 4. �3 \ O2 SAWCUT EXISTING ASPHALT 2 MIN. INSIDE EDGE PER ISPWC SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO o CENTERLINE OF ROADWAY. O3 3" ROLLED CURB AND GUTTER PER ISPWC SD-7021 (ACHD SUPPLEMENT). ® 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O5 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). zo © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.1. 0 O7 STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.2. ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET p LO 2550 C5.3. Cfl U O9 14' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710 (ACHD SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL Cn < BE 6" THICK LOW POINT STA = 19+30.00 m . F- W LOW POINT ELE = 2538.97 r LLI U) PVI STA = 19+48.11 >- 10 TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL. z PVI ELEV = 2538.84 < W Z W 3:: GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES, INC. (OR APPROVED EQUAL) Q J LU A.D. Z.26% Of WITH BRICK PAVER BORDER PER DETAIL, SHEET C4.16. INSTALL PER _ 65.00'8VC r� MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. o U N W > Q U w O O M N ) o F M + N a F-N 2545 0 00 z z cn N + N N N N II c w LLIII >W W o I I O>> W 0_ N II II II II II Q w w C CD ifs O N J ~ J N O(n > > Z a- d� W (n W EXISTING GROUND N AT ROAD _ - - - .� - - - - - - - - - - - - - - - - E - - - - - - - - - - - - - - - - -- - -0.83%- N - - - - - - - - - - - - - - - = - - - W 2540 1.76% 2540 J O Q Q I� PROPOS D GRADE7 Z AT ROAD 0 0 4" PIRR Z Z CROSSING Q O o Q v ! Z > Q c - 2535 2535 < Q o o Z m CN N w J Q 0 0 un _Z z Lv of 1� z 2530 2530 W o r 0 C) 00 I10 O 00 1, N O r10 00 d LIJ o N o N pi o N pi o N N N "' Q LLI LLI Z / 17+00 18+00 19+00 20+00 21+00 z FEET 0 30 0 15 30 60 In PROFILE VIEW: N TRICIA WAY DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED co VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD FEET ALH Pcc DL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i o GRAPHIC SCALE REF. C4.6 w 1 inch = 3 ft. Vertical NO.: / NOES 10 OF 43 z 0 qq U Al DAYSPRING SUBDIVISION NO. 1 \ \\ �� p y W W BOWMILLS DR \ \\ 0 0 T., �P SEE 04.1 000 \ W FAIRBOROUGH DR 0100 3; C4.11 NOT A \ \ P \ ❑ 12k9I g4 RC 122y42°RC / I I i FUTURE PART \ \ J 2y�2•p0 la 9 i PHASE \\ \\ Q Z \\ \ a o N 25a2• a � I I BLOCK 15 Q W Fo `V o a ` N 12kg402PCC o c 1 C C) c.> 1 11 3 o I \ \\\ + un w 2y42• 1 pCC 12+15• kC c� o a Z i ^ N y4g26�a�i ' Cg I u y42�9 2NNa < N z rn co 2 ®BL 1C +60. = w + io \ C4.7 N Q 2 / 54228 R X \\ \\ \\ \ 5; M '6' � n rn� � a 001 Q Z v� - W o C4.2 ��� C4.5 C4.5 04.6 c 3 � � 3 •a ti 11+0o M„s - 12+00 2 N BARNSTEAD WAY ^Xrya,�. �. W CROSSRIDGE ST Z - ®SDCB 2.8A /V�v�� C4.7 1 C OISSING } 0 \ $ ,,,5-STA 11+60.85 N BARNSTEAD WAY - 2 STA 12+38.31 W CROSSRIDGE ST 3 ss„s <��ss a- �3�00 TA/�/ 1 SUBDIVISION, ' O O 3 9 NO. 3 5. c p 0 o SDCB 2.86 C4.3 C4.8 �9� +' °' N N 0 T A Kok° ' \ � PART 9���� 0 2542.33 + a u LLJQ N �Sg \ \ �� �q�� C4.9 I U 04 o a c w Q V x•5 h�0`O x'L,,,�O, G o N „� N " W rn �8Lu 0 12+20.45 GB N o qr$p S� W AURA DR Z .i 2542.13 RC o N- -+ a 1 2 orno`° + Q `� I �`�' N � NN o G f w �c LL �� Z _ wry'•- N h� RC 11+75.42 PCC � N n. 0 L o 1 2 c + N 2542.09 PCC o° h ry�c, Syr 9� C4.12 C4.10 Z >+ i L C4.4 J r a cn ` 11+89.1 RC cn I / � C4.13 \ J 3 11+89.14 PC $ CD 2542.015 RC FUTURE \ N p 11+89.14 PC PHASE C4.11 Z I M 2C 3: � I BLOCK 14 / ❑3 rya ALLEY F (PUBLIC) PUTA RE W BLOCK 07 2541.86 RC I 1 2541.86 RC Z SEE SHEET C4.5 SHEET INDEX N.T.S. Z PLAN VIEW: N BARNSTEAD WAY W STA. 10+00 TO STA. 13+50 = Z SCALE: 1" = 30' L a KEYNOTES m O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.5. Z 0 0 (n W Q H Cn m N r U Z W U Q N 2550 0 00 0 Lj LO Q + o I I ce) Q c\v 0 N aw > r, CD N � o rrw bi N Cow Qom + W U CD ow II II C) � Np� C0 Z W C) un ro \ Q � +LLJ N UCON J W LO o II II ��cnW II �`D "' C) N o z > 5 II ] ± N U O Cn W W-W dLLJ + No 5; 5 v~i W II II + N 2545 - _ N W - Q (� E II II X as �c~nw II II O _ >W �s > Q w Q o Ld -i= cn� a � w = Q 0.50% 0.50% PROPOSED GRADE > > 0 p 1.00% AT ROAD a- LL O Z - - O o o - - 0.50% - - - - Z Z - - - - 1 K - - - _ - - - - � �_ o EXISTING GROUND O '^ U o AT ROAD Q O v , 2540 - 4 PIRR 2540 z + ; Q (n CROSSINGO Q Q Q 0 6" PIRR �D CROSSING 0 0 12" STORM z pD j DRAIN CROSSING Q N wEn J Q V cn 2535 - 2535 Zcn Z z rn °D o CR ~ � N N N N N N V 1 Ld v J Q 7 0 10+00 11+00 12+00 13+00 f� Q C z Q w \ m CD FEET 30 0 15 30 60 PROFILE VIEW: N BARNSTEAD WAY En z STA. 10+00 TO STA. 13+50 DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED 0 VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 0 FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 GRAPHIC SCALE REF. C 4■7 _j w 1 inch = 3 ft. Vertical (NO.: 4 NOES 11 OF 43 z 0 qq U Al DAYSPRING SUBDIVISION NO. 1 \ \\ �� O y w W BOWMILLS DR \ \ o 0 r \\ \ N Tn rn P 04.1 \ \\\ �v� �� < \ \ O p� W FAIRBOROUGH DR \ °f \ SEE SHEET C4.9 \_ \ STA 13+5� BLOCK 15 ❑ o I I FUTURE C4.11 POART J MA�GH�IN sNEE-� G4-7 0 I I PHASE \ \ a Z W '542.59 RC N 1 C BLOCK 13 I \\ \\ 10+97.41 PT o z \ Z I o U I / I Co 2542,60 RC \\ \ O 3 13+50�0 A 13+11 g6 R _ m voi ^-p 2542.74 RC 10+i7.29 PT N rC4.1 \ `` 2541,16 RC 254E r r 1 2 ^ N ^ o N m 10+90.05 PCC \ o \\ \ / M�, 2542.74 RC r LLJ LI? C m z Ni n v } N n nl 10+8 Z a00 1.10 P �� �+ ,a ZD � N v y9.93�PCC R��cv c O o / C4.2 \\ Z — 1254 86 RC �� `V ? Q h + N p2O I R20 rn oQ W \ Nw � � ^ oro � h �., o� ^ d-/ W 0 � C4.5 C4.5 04.6 m \ / W CROSSRIDGE ST 00 - Z g1g 1 O 254 s"w 3 5 TRIC A ) O 17541g1�c \ 15+00 STA 16+STA 110+50 OOSTEAD W AURA DR16+ �� 3 4 C47 �T CROSSING W N _ Ai SUBDI. 3 (n O N BARNSTEAD WAY+ o / c9� N0. 3 5 p O < a"ss < -- 3 o C4.3 C4.8 v� N - °' V o cn ao ---- U . O ��, /7� G 0� qrs� PF W AURA DR Z .i H x0 ��N �0 �� W a a � Nw �' C4.12 C4.10 O���P Z -51 n 1 Z n n—O.�[']_N (V tNp �!"� I� nl } d- QJ \, r'] N M rn (V (o O n } a— ,.rj c0—} ?�<p N Q C.J C.J l'7 \\ N ? N N + N N ^ " ^N M r EU TU RE PHASE r J t 5 i ^ •�CD �'c�o 0, FUTURE z C4.13 • ❑ I o�h �/ / / PHASE C4.11 I M I � BLOCK 14 W��ry� / I O Z M a _�0 0 FUTU 4 ALLEY F (PUBLIC) PHARE W (� W \ � SHEET INDEX Z N.T.S. ❑ W PLAN VIEW: N BARNSTEAD WAY STA. 13+50 TO STA. 17+00 = Z SCALE: 1" = 30' � a KEYNOTES m O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C5.6. O TEMPORARY STORM DRAIN EASEMENT. z 0 0 (n W 0 � r 2550 co U < Q rr o Q w Q� I— W I coCn _ Cn w O0 � � z w LO CIJ w W O N + N:ZU) O II Q D N fl to Q Q ++ II > o w II II II II >t O w >w O W w Q�� � > sQ 2545 o V)co a uj PROPOSED GRADE w AT ROAD N 0.50% 1.00% - - - - - oN _ _ _ _ — — — — — — - - 0.50% - - - - - - - — — — — — — — — — — — CD — — — — — — — — — EXISTING GROUND o AT ROAD + N 2540 — 2540 w O F— O o LL c) Z O O Z z N Oo O U o o ch 2535 -= 2535 Z Q Q T Q o I Z � � c D m N Iw En Q Q0 � II 0 2530 2530 bi o LLJ ~z Q a Q -7 o v IQ � o Ld U) Lo cLn\ N N N N / /1 U) Ld CD i� Q 0 0 Z 14+00 15+00 16+00 Q z m FEET 0 PROFILE VIEW: N BARNSTEAD WAY 30 0 15 30 60 z STA. 13+50 TO STA. 17+00 DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 0 FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i o GRAPHIC SCALE REF. �/� ■Q U 1 inch = 3 ft. Vertical (NO.: 'T VV _j NOES 12 OF 43 z 0 qq U Al DAYSPRING SUBDIVISION NO. 1 \ \\ �� O y w W BOWMILLS DR \\\ \\\ JAI 6� _ SEE SHEET C4.8 \ \ 0 N I 0 BLOCK 15 \\ \\ N `n�v, SAP�Q' Q I LA I C4.1 O 20 W FAIRBOROUGH DR 15+32.72 A 15+50.00 9 2542.67 RC 2542.75 RC ( o \\\ P9ti 15+50.00 S 15+55.73 PC 2543 _ - I I C4.11 NOT A �ti \ 2542.71 RC 2542.78 RC - - o C PART O FUTURE \ 15+55.73 PC o c� + O o . u I+ - PHASE \ 15+63.10 PCC _ \ 2542.78 RC r 2542.91 RC - - 1 2 -� a Z im - 15+84,55 I -ccGB \ \ 15+63.62 PCC N J w 18 \ 2542.85 RC 2543.05 RC" o N N h \ Z H r \ W � LLJ U) /cnW(- O} N N w A,? O �BLOCK 14�715+71.79 PCC N _ _ _ _ �' z \ \ Z 25I2.95 RC Z m \ O �M U� �E N C4.7 \ \\ 16+01.01 m 71 o 2543.10 RC 3 SDCB 2.76 4 3 a^w _ \ ��� z -- \\ Q Z 00 10+00 11+00 W AURA DR 2542 12+0 M - \ ^rya =��� C4.2 W o h° 2542 SDCB 2.7A® • C STA 10+50.00 W AURA D = -a"ss < s"ss a"s v �5 C4.5 04.6 m STA 16+01.01 N BARNSTEAD W Y I 3 3 13.A00 <(/ �V W CROSSRIDGE ST Z _ < S TRIC A 16+296 P0C ass Q C4.7 1 CROSSING W S O 2542.96 RO U O \ � T I SUBDIVISION, I �� � � r ~ O 0 2542.85 16+16.73 Og_o�o 8" C/ +' O 16+37,gg p � _ ~ \ Aj BDIVISIO vi PC ' 4, 9 N0. 3 5 p O RC 2543. O o 16+45 50 0 0S RC N ? U) a h S W 2542. PCC 16+38.14 PCC N w M o h \ �9{ ' +'' N N 1C 1 2 - c- - oo � � + � o� N 8'ss \ C4.3 C4.8 �nVnl N END 2542.92 RC 110 �/ (/ • (n 00 IMP ADWAY' co N N N ± N r vI 6+S0.0,ENTS 6+45.50 PCC N ± N 4 254 N �O �9�� C4.9 U oci _ I o h 2542,76 RO 25�,7g RC _ Lj ! h°a ^XN \ � \N�0� q�so P9 W AURA DR Z .LU i H I ROAD �. oLL MPRO�EME00 BLOCK 13 i \^X Q` �yy v� C4.12 C4.10 �� Z i 16+50. h c • C4.4 0 a FUTURE C4.13 • PHASE C4.11MO FUTURE Z �2 ALLEY F (PUBLIC) PHASE M W FUTURE PHASE W SHEET INDEX 0 N.T.S. Z PLAN VIEW: W AURA DR W STA. 10+00 TO STA. 13+50 � z SCALE: 1" = 30' L a KEYNOTES m O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE '111' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.4. z 0 0 (n W 2555 � o + M Q � U H Cn w m U) W w = z U) w LOW POINT STA = 11+80.00 z w a LOW POINT ELEV = 2542.09 I2 w PVI STA = 11+73.01 U w PVI ELEV = 2542.01 ~a Ll- 2550 -= r . - Q K = 36.26 o 50.00' VC o w ¢cn Of Q0 or N o CD 0 0 0 0 0 CD� ¢m 5 O \ O PO Ln N 00 � C Z O N ± + \ M O OIN Lf) LO " > ��Nw N L N W J 5 N w (n(n d d 2545 > > 2545 w 0 CL 0- EXISTING GROUND O Q Q AT ROAD Q 0 2.01% - - - - - - - - - - - - - - - 0.88%. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0.50% Z Z o 0 PROPOSED GRADE O O AT ROAD q Q o Q o O \ 3 ch 2540 -= 2540 < Q Q o o o 6" PIRR Q 0 12" STORM CROSSING T1- 0j j DRAI CROSSING 0 Q Q o v 0 o Z z I 2535 -= 2535 CD 04 � C4 / Q 0 L0 LO L � / V N N N N N NLd W : Q 0 o Z 11+00 12+00 13+00 CD 30 0 FEET PROFILE VIEW: W AURA DR 30 60 0 STA. 10+00 TO STA. 13+50 DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 0 FEET ALH Pco DL 0 3 0 1.5 3 6 JOB NO.: LFLE NAME: Q 8066 6-DS-S-PROF-PH02 0 i o GRAPHIC SCALE REF. /� 9 w 4■ 1 inch = 3 ft. Vertical No.: .J NOES 13 OF 43 z 0 qq U AI L YSPRINGVISION NO. 1 \ \\ �� O y w W BOWMILLS DR \ \ 0 0 r \ 0 +o IQ BLOCK 15 C4.1 \\\ \\\ N �J,�y, rn S�F �� 0 8 7 16 5 14 \ \ P� Q Lu a / W FAIRBOROUGH DR \\ A \ Lu 13C I \ 'k \ I Z W` I I I I I / I C4.11 NOT A \\ �o \\ I = FUTURE PART \\ J \ J 0I n c� 2542 PHASE \ \\ Q � N C �` 1 2 O N H U I 2s'v�/x� Z `V9�0 P°q,' Q \ W o' rn w w ^. ® v n N V / �A CD ~ 254� cv w e�� N� m�j cc \ \ C4.7 \ \ I.I. � 3 -2543 14+00 W AURA DRR w C4 STA 14+02.13 W AURA DR= zs- - \ 0 STA 10+31.50 N WOLCOTT WAY 15+00 42 16+00 \ 8 .2 W - • C4.5 C4.5 04.6 m t4 SDCB 2.6A / / W CROSSRIDGE ST Z "SS < 8°SS <- 8"SS -< 8"SS < 8°SS <- S -2541 s , 3 3 - ®SDCB 2.6B \ 3 C4.7 CROSSING } O_ 3Lu CN o j S 8'S, 7J ?s�O'�� c° J. Ti�� SUBDIVISION, > ' O 0 z A LLJ x 9 NO. 3 c 0 0 W N M � o M 1 C a U ^� / c C4.3 \ C4.8 v� N °' N + cn no c0 c� V0 J ?,S a0 Q o n o N ti 'y c� u �- + -ti �16�L Axe��i N N w o n o N \� a �. �� Qc 3 STA 17+12.74 W AURA DR= , A 7 + _ _O c�i_ 1 2 �n c�i i[j ^O a X "� Oc • (n C� A so°�o N _ _ N _ _ N _ P>- -_ ry �ry �x � \� ^fix STA 11+95.87 N BEBEE RIVER WAY �q�, C4.9 U 0 10+68.00 PT 10+68.00 PT ^ N tip_ti��L ��� 7->xso �� �9r �PJ I Z W 2543.24 RC 2543.24 RC x0��5 so F� W AURA DR Z to I �6��° 3 ?sg7'9s8 w��� ���c �o``P Z w 0 7�+2S 4 so Ro' Syr v� C4.12 C4.10 �\�� • Z 5 00 0 2547. RC CC L Q N 11+00.00 0 11+00.00 n BLOCK 12 I / C4.4 o Q d 2543.40 RC ± 2543.40 RC ` n I N A m ' FUTURE C4.fl z C4.13 13 ❑2 I A I 3❑ I ❑� BLOCK 11 PHASE 0 [2] FUTURE Z M .I. ALLEY F (PUBLIC)) PHASE W SEE SHEET C4.12 _ _ W SEE SHEE C4.13 (� Z SHEET INDEX N.T.s. Z Z PLAN VIEW: W AURA DR W STA. 13+50 TO STA. 18+50 = Z SCALE: 1" = 30' � a KEYNOTES m O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE '111' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.3. z 0 0 (n W 0 m + 2555 Q W Cn rr w co (n 2 r LLJ C/) z Z Lu w J 'Wn a 2 v' N 0w N F- I- Q 2550 0 cc Ln r7 Q W II N inQ N ' O �� � CD ro <z o Ln N O N O w LLJ o M I II o N � m N O w O N00 N N O Q 2545 N � W `� '�0O a II II 2545 a > aw ±Q � II > c~i� LLJ w c~i> w � w ��cn w ¢ LL' _ o - 0.50%- - - - - - - 0.50% � a a � c~nv~ia '� a � N - - - - - - - - - - - - Z Z o - - - - - - - -0.73�- - - - - - _ _ _ _ _ _ EXISTING GROUND - - - - - _ O O 0 O 0.50% 0.50% - - -2 01q 1.75% '^ U o AT ROAD PROPOSED GRADE ;111Q v AT RO D z 0 \ Q 1 2540 - _- 25Q Q Ln / Q 0 0 j 4" PIRR N CROSSING J V En 12" STORM Q DRAIN CROSSING cn _Z z CD 2535 2535 z O~ CVM IR N 0 cl < QU N NN w N N N N N < cn LLI :D z Q i 14+00 15+00 16+00 17+00 CD En PROFILE VIEW: W AURA DR 30 0 FE5T 30 60 STA. 13+50 TO STA. 18+50 DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LE NAME: Q 8066 IFI 066-DS-S-PROF-PH02 0 i GRAPHIC SCALE REF. C4. 1 0 j w 1 inch = 3 ft. Vertical No.: NOES 14 OF 43 z g o cqq U N DAYSPRING \ SUBDIVISION N0. 1 \ \\ �� O w u- _r of SEE SHEET C4.1 [7w MILLS DR \\\ \\ J� ybo \ \ 0 C9 r \ co \ \ rn �� w I I A (� 4 \ \ N �� �P Q' C 12+50.1 o I 12+so.00 SNEER G C4.1 �' 2539.23 VC 2539.23 VC `� \ P' � r SEA \ W FAIRBOROUGH DR 00 o I \ \ BLOC 08 z I r N a o I 16C 12+76.78 Pc N ' \ Z 13+60.o0 ❑7 C4.11 POT A \\ ���J \\ Q m' 2539.36 VC Q 1 G7 2543 06 VC FUTURE \ \ o>a ?�X9 I/ o = 52 PHASE \\ \ o �S� u 13+60.00 �Z 134 o N 3 2 9R 2s R3 z N LOCK 07 43 p6 vc y vc \ 0' 25 13,63 52 pCC 0D 2543.09 \ \ N T 2543.10 VC \ r \ \ W O 2C 13+�9.37 CB I 1 \ \ FUTURE PHASE 4 2543.19VC O \ oW� M z \ \ Z a�+ � � > STA 11+15.99 W FAIRBOROUGH DR= o N S I °> \ \ N \\ \ IY STA 13+23.28 N DAYSPRING WAY Q C4.7 \ 10+00 O 11+00 1 +50 0 STA 11+05.56 ALLEY F (PUBLIC)= Z r \ Q Z 000 M M r I FUTURE PEASE 10+ o STA 14+10.41 N DAYSPRING WAY C4.2 \ W W FAIRBOROUGH DR 13+23.28 0p 4 $"S 2539.60 VC ALLEY F (PUBLIC) 1 5 11 00 1 i C4.5 �5 04.6 o � I '�� 1 W CROSSRIDGE ST Z 4 I > ss S 1, Al TRICA � 6 a) U 4 2543.51 VC I C4.7 I CROSSING } s � 0 �� N �'i I SUBDIVISIO � 0 0 o `° 9 N0. 3 5. c p o W o 1 C �Xh °� C4.3 Zd + zoo 1h��11+ .99 PC worn N C o �Ak 5 • O (/� 00 4 N 2539.36 VC N L5��6 �q� • 0 a - - END ROADWAY A �9r �PJ I W � F co IMPROVEMENT'S l �� W AURA DR Z LU •� H 1': 57.29 (l w C LL ty,P Z W 0 I 2543.75 VC END Syr 9� C4.12 C4.10 �\�� Z >, ' o MPRp OMENTS O Q N BOCK 09 SDCB 2.2B VEMEN7S J L O 14+5Z93 C4.4 Q Ln o a+oo.00 C4.13 3 D � 2539.21 VC I 2543.75 VC �� d L1a+oo.00 FUTURE • 2539.21 VC SDCB 2.2A _ v �JJJ V PHASE C4.11 Z i o SEE SHEET C4.1 n FUTURE Z ri a ALLEY F (PUBLIC) PHASE W W FUTURE PHASE SHEET INDEX n n n Z N.T.S. u Z W PLAN VIEW: W FAIRBOROUGH DR PLAN VIEW: ALLEY F (PUBLIC) = Z SCALE: 1" - 30' SCALE: 1" = 30' Q KEYNOTES mof O1 5' TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. O 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). ® 5' WIDE TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). O 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). z 0 0 W 2550 2550 2550 2550 UCn Q J H d Z ZD m ZD W _ M cD °gyp co O N .0 ' O W Q + N cD Z N M O J � M n LLj Lo ¢m CD n ri II + N Q + NCD O N ¢ � ± N O II > II II II Q II > n O II ± N LLJ J II > O > p� II > cnw Qw } cli+ N z J p J + LLjII II > > N w N ¢ O (n W �N W N w Q W d d W N \ Q w II N > 5 z > 5 5 > N w w a N O II 5R aw w_wa co O N 2545 Z 2545 2545 L19 2545 Ln o a; rn �� � J= PROPOSED GRADE(' o a o uLLJ AT ROAD w� Q O_ NO � �} O Ord')N ¢rn 5%O M C, o II II ± W o n a rn ± `� w0.28% 0.50% 1.� /I �1 oNZ pjQw II II �Z+ N co \ � p N W ¢ W N + N II > NIcyl-\ II > LLJ w Zgs > cnw nN II II II � � N ¢ w w-a w > S + + > II w (n W J W d - - - - EXISTING GROUND co co 5; EXISTING G OUND AT ROAD N AT ROAD m 0- w O T 2540 - 1.51% - - - - - - �1.75% 2540 2540 2540 O QQ - - - - 1.00%- 2.p0% 2.03q � � Z PROPOSED GRADE O AT ROAD Z Z W O _ O � w 6" PIRR 0 Q w CROSSING Q \ Z C:) Q T 2535 2535 2535 =- 2535 Q Q o Z 0 � � 0 m co Q I _ En N J w a- (7 cn Z z cn LiJ O Of �? z 2530 2530 2530 =- 2530 bi r� ~ Q r N m }- LO W) 14nCn w N I N N N � Q C w - LL / 11+00 11+00 z FEET w 30 0 15 30 60 En PROFILE VIEW: ALLEY F PUBLIC o PROFILE VIEW: W FAIRBOROUGH DR (PUBLIC) DATE: SCALE: HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LE NAME: Q 8066 IFI 066-DS-S-PROF-PH02 0 i GRAPHIC SCALE REF. C4. 11 U 1 inch = 3 ft. Vertical No.: / NOES 15 OF 43 z g o cqq U N DAYSPRING \ SUBDIVISION NO. 1 \ \\ �� O y � w W BOWMILLS DR \ \ o 0 r \\ \ N �n rn P C4.1 \ \\\ �v� �� � \ \ O p� SEE SHEEC4.1 0 W FAIRBOROUGH DR �, I \ �Of ❑3 BLOCK 12 C4.11 NOT A FUTURE PART PHASE \ \ H 2542.81 RC r \\ \\ Lu 14+52.45 I I \ Z2542.88 RC z o o \ 14+38.63 PC I o c) w+ z \\ \ �° oa o0 1 2 p,' �o°° o a �_ w N < C4.7 \ STA 10+31.50 N WOLCOTT WAY- N �� �x w p Z r \\ Q Z00 STA 14+02.13 W AURA DR W C4.2 W 0 BLOCK 15 17 N — — — — C4.5 04•5 04.6 • u) 3 2u 2543.06'RC M 8 T M„8 W CROSSRIDGE ST Z ,4+02.,3 10+ 0 11+00 N WOLCOTT WAY 12+00 FUTURE PHASE c4.7 I C OISSING } C � O I + I M I T�i I SUBDIVISION, W V) a p c� � 4 O 2542.99.RC v, SS.,8 - 0 9 NO. 3 C O O �9 +�+ 13+87.45 C4.3 �C4.8 � 5 +_�+ 3 � � r _ • 0 cn 00 z � m 9�� C4.9 o �W„ p 0� �g2So PF�o W AURA DR I Z_ - .i : o v i `V W o a w �L w N-- + N - 1 2 a 6 o - �y v� C4.12 C4.10 ���� Z 51 18 oo �' 2542.88 RC o M r ~o • Q ) I 13+65.63 PC I W N C4.4 a FUTURE C4fl Z C4.13 I 3 oc PHASE I o I � � I ri FUTURE Z Z 2542.69 RC 25azs9 Rc ALLEY F (PUBLIC) PHASE 13+26.38 PT T 13+26.38 PT BLOCK 13 W I � _ — LSEE SHEET C4.9 SHEET INDEX N.T.S. W PLAN VIEW: N WOLCOTT WAY = Z SCALE: 1" = 30' L a KEYNOTES m O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). z 0 0 (n W Q H Cn m co co r U z W U Q LL O W N � \ Q 2550 2550 N I 1 11 1 O Ln a � w N cv �--� o � M c0�� 'r O � OO ONO ri 000zo � + N L C) z l Q z +CD c14 N C' o Lu II N cD—o N ¢� II > II N r7No II II �0� � II >w N L Q W > + + >LLJ N W Q W 2545 -_ > CL a 2545 CI-"'"' PROP SED GRADE 0 p T ROAD q LL Z = 0,50% 3519, 2• - - - - - Z Z o — — — — — — — — — — — EXISTI G GROUND Q O 0 AT RC AD i^ 0 0 0 v ! 1n Z 5; � 2540 2540 C) Q Q O _ 0 Z o U m co N `n C�Q LL Z Z z Ld 1� z 2535 2535 W 1-- Q 0 - ` � Ld N N N C*4 < U) W CD Z LLI i 10+00 11+00 z FEET 30 0 15 30 60 En PROFILE VIEW: N WOLCOTT WAY DATE: SCALE: HORIZONTAL SCALE: 1" = 30' GRAPHIC SCALE 02/11/2026 AS NOTED VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: 0 FEET ALH Pco DL 0 3 0 1.5 3 6 JOB NO.: LE NAME: Q 8066 IFI 066-DS-S-PROF-PH02 0 i GRAPHIC SCALE REF. C4. 1 2 w 1 inch = 3 ft. Vertical (NO.: NOES 16 OF 43 Z g o cqq U N LSUBDIVISION YSPRING TRICIAS CROSSING N0. 1 \\ \\ o �,? o Otis 2d Nw SUBDIVISION NO. 3 W BOWMILLS DR \ \ I� O Z w \ U- _ \ OR w MgTCHS41?8 RC 3 04.1 y� 20F984$p1SANc� 2s4 \d� W FAIRBOROUGH DR \ � \ Q T �' MgTC�3 RC I \\ \ o \ 9y 1 4 \ C4.11 NOT A 20 8g10 RC o 232j BLOCK 11 2s 3s pOC ?s44 ❑2 FUTURE PART \ J \\ 20�oz�Rc ?1�0433 cC X�� PHASE \ \ 1 1 Q v20+g317 13 RO 1 G �\ - J? / FUTURE \\ \\ Z d �� 0/� 3 pCC LOCK 11 STA 11+95.87 N BEBEE RIVER WAY= o \ 10 0 o ^�/ao e° GQ��o h / STA 17+12.74 W AURA DR p PHASE < \\ \ W / Ox a0 tea.�O' per• ^M ^,\X Z \ ha0 Sao \ a6 d 3 n ti 1 2 Q"c \ \ m /`P6 e6 r \ Lr \ \ �E O N STA 10+52.68 N BEBEE RIVER WAY= o o o ± z - -- \ �- \ a � STA 20+49� ICIA WAY ^ry' ^ Z - N �� C4.2 \ W 0 o C4.5 04.5 04.6 3 >> 0�' RC CO ` �0 SDCB 2.5A 4 W / �� `j/� W CROSSRIDGE ST Z 2s / Wp` TRIG A 6 3986 `�R� C4.7 'L CROSSING ;0. � O 2p�O�gy R0, a N"y -G CN SDCB 2.5B® s� N g�8 �� �i�, SUBDIVISION, ' O O 2s3g6j �� 3 + 0 s r'�, cs �oyQ 9� NO. 3 � O O ?0+N01 O 2,54 C4.3 C4.8 pc off\ / 20+16��RC h��� ss,g �s�xq/� �%� 'p Rn N 2s3// N Cg v o oM o � i 2 �J�/ • � (n 00 1g+933RC / Xh + 0 •0.61 2 s3g8 �h ¢� J 3 6 �/ 'L 9� C4.9 U O '-0j RC `�, 3 p9 w N Q (t J > 2 0 S o W AURA DR � Z w � H / +Op/0g CC N x o eo ¢ w 16+94 5 GB��O v ^�� Rc 2s �° � W o �c�y 9 C4.12 C4.10 ����� Z -51 41• c� • i 53 �,�, j � � ?s3g33/ h� h 16+91Jg GB 16+ RC" 1g RC N a 'c \ II ?8 GB o t +8p•61 2541.34 254134 \ 16.+79.84 PC SDCB 2.6A 16+7g84 RC C4.4 a 2541.34 RCl I I254 C FUTURE C4.13 l ) ) 3 16+78.34 2541.41 RC R PHASE C4.11 Z �/ • SF 13C 16+62.61 PT SDCB 2.6B 16 I7g34 V O Sh/ � I n 2541.41 RC Z rn ALLEY F (PUBLIC) FUTURE Ix 4 \\ �Q 16+62.61 PT \ BLOCK 12 PHASE W :� W _ EES SHEET INDEX /`a" \ s Z N.T.S. I - - I W PLAN VIEW: N BEBEE RIVER WAY = Z SCALE: 1" = 30' L a KEYNOTES m O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). O 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). O3 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ® STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.3. Z 0 0 (n W 2550 2550 a LOW POINT STA = 11+03.35 LOW POINT ELEV = 2540.41 Cn PVI STA = 11+19.80 r N PVI ELEV = 2540.28 A.D. = 2.21% w K = 27.14 > a 60.00' VC w o o N W Q CS) O CAI O 00 3 II +a OV DQ F- C � o N XN N °° +o - w 2545 Z Q 2545 0 o corms oN + o Ln II N N �� II > Of LOwU w II II + + of II II w Q > ��� � No a w I � n w w F-F- g EXISTING GROUND w a C w Q J J c, cn cn m w AT ROAD n w w a s CL CL C '� - - - - - - C _ - - _ LI_J PROPOSED GRADE 2540 Al NUAU 2540 --J Q LL Z - o 4" PIRR Z Z o_ CROSSING O _ O k\- 12" STORM O � DRAIN CROSSING z j Q 0 2535 2535 0 co o Z m i Q Lv N J Lv W a- m _Z � m z W 1� CD z 2530 =- 2530 Z Q Q �, W N N N Cq N N CD z W CD 11+00 12+00 13+00 z FEET 30 0 15 30 60 PROFILE VIEW: N BEBEE RIVER WAY DATE: SCALE: HORIZONTAL SCALE: 1" = JO' GRAPHIC SCALE 02/11/2026 AS NOTED co VERTICAL SCALE: 1" = 3' 1 inch = 30 ft. Horizontal DESIGN: DRAWN: CD FEET ALH PDL 0 3 0 1.5 3 6 JOB NO.: LE NAME: Q 8066 IFI 066-DS-S-PROF-PH02 0 i F# cn GRAPHIC SCALE REF. C4. 13 _j w 1 inch = 3 ft. Vertical NO.: NOES 17 OF 43 z 0 qq U Al J 0 0 } I T '�� -j z 2538.90 FL 2538.90 FL ��y� � LOr 2.0% I 2.0% of \ / Q5 OII \ P` / 2538.93 FL 2538.93 FL / � W o \ u Z + I 2540.88 FL N 2539.05 FL 109 00 2540.93 FL W 0 39.10 FL CDI I • T z N I ? N C � b\ a) I irn LU • Cj O Cf Z 3 W CROSSRIDGE ST c o 0 W FAIRBOROUGH DR CD C 10+00 z 11+01 N V) U v • c) ob 0 11+00 11+50 0 w N Z !o Z wo N a V) 2540.93 FL • M 2540.87 FL Z Po O 2539.10 FL N LJ LJ 09g Z 2539.05 FL I I W 2540.75 FL FL 2540.75 = z �j L �r m \ I 2540.72 FL \ I I 2540.72 FL INTERSECTION DETAIL INTERSECTION DETAIL z N DAYSPRING WAY & W FAIRBOROUGH DR N DAYSPRING WAY & W CROSSRIDGE ST SCALE: 1" = 10' SCALE: 1" = 10' U (n I ° 2542.67 FL 2542.65 FL 2.0%% k,2540.83 FL 2540.82 FL 2�0% I o u� m 2542.72 FL co / I r U Lq 2.0% 0 2.0% � Z p I N r 2542.67 FL 2540.85 FL � 2540.84 FL \ CD o w Z � � 0 Q O N < I � w Z \ !Y N / I N / 2542.89 F I 2540.86 FL 2540.92 FL to N E I 2540.95 2542.98 FL a O_ 2540.80 FL I I o rn � 0 Q C:) Q N r Z o ALLEY F (PUBLIC) z ~ N \ 11+00 o N DAYSPRING WAY - - I I p �_ - - - } Lij zI Z Q p Q > o o z o Q I 2543.33 FL I O 2540.80 FL 2540.95 FL m I p U _ ��9 3 cwn \ O� \ 2543.24 FL LL.� Q 2540.92 FL \ I O (� = 2540.86 L Ll-cn � wft� z cn Q 0 U W I Q Cn wCD \ 0 0 I w I CD z Z U E W Q o � DATE: SCALE: 02/11/2026 1" = 10' DESIGN: DRAWN: j FEET INTERSECTION DETAIL INTERSECTION DETAIL ALH PDL 10 0 5 10 20 N DAYSPRING WAY & W DEERING DR N DAYSPRING WAY & ALLEY F (PUBLIC) Joe NO.: LFILE NAME: o SCALE: 1" = 10' SCALE: 1" = 10' 8066 66-DS-S-INTX-PH02 GRAPHIC SCALE 1 inch = 10 ft. Horizontal No • C4. 14 NOES 18 OF 43 z 0 qq U Al J i W P I 2542.41 FL 2542.41 FL 2.0% 2.0% W 2542.36 FL Z 2542.36 FL I O N 4 Z 00 - - - - - W 0 < m �2542.03 FL 2542.01 FL z 0A� 2541.98 FL 1�0� I Q 2541.96 FL Z O m 1.8% 08% W N z 2539.86 FL 2539.95 FL 2540.58 FL . 2540.62 FL ) O O W CROSSRIDGE ST co 1 0 o N � � N 12+00 _ - N TRICIA WAY iN - o ` 00 . o u N N ll rn 1� Z Z i cn 2541.99 FL • J t 2541.98 FL 0�q 2542.02 FL D 2539.93 FL 2540.66 FL a V) 2542.02 FL 1. I �� 2540.04 FL 2540.59 FL �� • I o n n n Z M W 2542.01 FL W Z 2542.01 FL ° 2540.33 FL Z 2540.26 FL \ 2.0% 2.0% / W I �o• 1.3% 2.0% o = Z o Q Z 2541.97 FL \ a 2541.98 FL 2540.21 FL 2540.28 FL r Q I / w I o \ I W 1.1 \ LLI m Z INTERSECTION DETAIL INTERSECTION DETAIL Z W CROSSRIDGE ST & N BARNSTEAD WAY N TRICIA WAY & N BEBEE RIVER WAY SCALE: 1" = 10' SCALE: 1" = 10' U W Q H I I \ Cn m O co I r U Z W U Q O N I O W Ll- LO N � \ Q N O w Q0 N I o N N E 0.5% O 2542.67 FL 7.1% 2541.85 FL 2541.88 FL _ -o 2542.61 FL O Q Q Z o W AURA DR W AURA DR Q Z z N 10+00 + 11+0( 04 Q It - - - p � O O LI 12+00 z L j x z I 1 - - v ! _ Q p z Q m > p - Q z 2542.63 FL of z Q 0 2542.69 FLU Q O 0 F m co 0 U (n 2541.88 FL � � - 2541.85 FLU 0.5% r O v) 0 z 2542.74 FL [):f Z cn j 2542.75 FLCD o` 2.0% 187 / z 2542.70 FL Q Ld z I L, 2542.72 FL 0 CD z i c - - z En I Q o DATE: SCALE: 02/11/2026 1" = 10' DESIGN: DRAWN: j FEET INTERSECTION DETAIL MID-BLOCK CROSSING DETAIL ALH PDL '° 5 '° 20 N BARNSTEAD WAY & W AURA DR W AURA DR JOB NO.: LFILE NAME: o SCALE: 1" = 10' SCALE: 1" = 10' 8066 66-DS-S-INTX-PH02 GRAPHIC SCALE u 1 inch = 10 ft. Horizontal No C4. 15 W NOES 19 OF 43 z g o cqq U N D J o s w Q 0 r U I T ) P w �v>�O P 0 0 0 I / W L� f 2540.88 FL Z 2540.78 FL VJ2540.99FL Zr4) 00 2542.73 FL 05% 2542.76 FL rn W 0 m 2540.88 FL Z N , c p p� W vi • cal W AURA DR 14+00 2541.10 FL > c o 0 N � +, N a U 0 0 W AURA DR 04 o Z � 1� > I Z w o 17+00 ck: I 17+50 O Z i I— I wLLj I Q 254268 EL w d o m n • N N Z J M �� 2542.73 EL �\ � p Z_ ri 2542.85 FL 2542.90 EL W/ Lu 2541.14 FL I I n n Z Lu �39 �v \ s 2.0% 2,0%; �� 2541.21 FL I IIIIII Z W 2542.91 FL 2542.94 FL L = z a m o U J Z — — I INTERSECTION DETAIL INTERSECTION DETAIL z W AURA DR & N WOLCOTT WAY W AURA DR & N BEBEE RIVER WAY SCALE: 1" = 10' SCALE: 1" = 10' U W Q H M m Row Row PAVER KEYNOTES co r U Z 30' 6" 4" 7 8 Ol 4"x8"x2%" (60 mm) HOLLAND STONE RIO BY BELGARD, a I 1 OR APPROVED EQUAL. 2' SIDEWALK 10' 8' 26' 1 8' 10' 2' SIDEWALK N EASEMENT SIDEWALK LANDSCAPE ' LANDSCAPE SIDEWALK EASEMENT 2 O2 EDGE RESTRAINT PER MANUFACTURERS RECOMMENDATIONS. STRIP 13, 13' STRIP a 3 �z 2' , 2' O3 1" ASTM C-33 SAND BEDDING. o 1.75% 2 0% 2 4 ® MIRAFI 160N NONWOVEN FILTER FABRIC, > —� ~- —y 1�- OR APPROVED EQUAL. Of Q0 5 o CONCRETE 3/ SIDEWALK PER ISPWC SD-709 O5 6" OF " MINUS CRUSHED GRAVEL. 4" OF %" MINUS CRUSHED GRAVEL (ACHD SUPPLEMENT) 6 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB AND GUTTER PER PAVER NOTES: © COMPACTED SUBGRADE TO 95% OF THE MAX. DRY N ISPWC SD-701 (ACHD SUPPLEMENT) 1. GRASSPAVE SYSTEM AND PAVER INSTALLATION DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% OF THE SHALL BE IN MANUFACTURERSORDANCE WITH RECOMMENDATIONS. GRASS PAVER TYPICAL SECTION O7 GRASSPAVE2 SYSTEM BY INVISIBLE STRUCTURES OR N MAX. DRY DENSITY PER ASTM D698 2.5' OF CLASS III PLANT MIX PAVEMENT L N.T.S. APPROVED EQUIVALENT. COLLECTOR Y 0 SECTION OF—WAY ® GRASS PER MANUFACTURER'S RECOMMENDATIONS. O Q TYPICAL Z — N.T.S. J 0 Q Z z 0 0 X Z Lj z ROW � ROW QD Q i v' � 3T Z 0 Q co 2' SIDEWALK 5' 8' 33' 8' 5' 2' SIDEWALK Q 0 EASEMENT SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK EASEMENT 0 STRIP 6.5' 6.5' STRIP m CC N � 2' 2' � Ld 1.7y 2.0% 2.0% 1.75% Q O V!^ z cn CONCRETE SIDEWALK _Z i 4" OF %" MINUS CRUSHED GRAVEL PER ISPWC SD-709 Lv rZ v (ACHD SUPPLEMENT) CD z 14" OF 6" MINUS PIT RUN 3" ROLLED CURB AND GUTTER PER z ~ 3: COMPACTED SUBGRADE TO 95% OF THE ISPWC SD-702 (ACHD SUPPLEMENT) MAX. DRY DENSITY PER ASTM D698 U j 2.5" OF CLASS III PLANT MIX PAVEMENT LOCAL ROADWAY 0 QCn `D z TYPICAL SECTION w CD N.T.S. z z 0 Q o DATE: SCALE: 02/11/2026 1" = 10' DESIGN: DRAWN: co FEET ALH PDL 0 10 0 5 10 20 JOB NO.: LFILE NAME: Q 8066 66-DS-S-INTX-PH02 0 GRAPHIC SCALE 1 inch = 10 ft. Horizontal REF. C4. 16 SHE 20 OF 43 z g o cqq U N D z ti d 0 -4r 6� y L' o0 � o r VERTICAL SAND FILTER 2.1 p , t w 0 �"yp SA Q Q P a VERTICAL SAND FILTER 2.2 �Z z VERTICAL SAND FILTER 2.3 VERTICAL SAND FILTER 2.4 VERTICAL SAND FILTER 2.9 ~ � W TEMPORARY STORM 3� WATER BASIN 2.12 W CROSSRIDGE ST Z TEMPORARY TORM Q WATER BAS 2.11 = VERTICAL SAND FILTER 2.8 � fV� -- -- VERTICAL SAND FILTER 2.6 9 Q aD TEMPORARY STORM VERTICAL SAND FILTER 2.7 W p D4 BLOC 07 WATER BASIN 2.14 a W AURA DR • 3 T D1 SDCB 2.18 - TEMPORARY STORM _0 STA. 10+18.75 WATER BASIN 2.13 0 Z a) ------ RIM=2537.80 IN } O 3 12" INV. OUT=2534.79 (W) Z W SUMP=2533.79 VERTICAL SAND FILTER 2.10 VERTICAL SAND FILTER 2.5 ' ) O O Q25=0.43 CFS a' O O Q100=0.60 CFS - - - - KEY MAP D :L- a N SCALE: NITS N :3 1�1 r • C: (n 00 M„zl M ZL M„Zl - 0 . O 23 L.F. 12" ADS HP @ 0.50% I/ V' w N 06' > W H 12 D1 SDCB 2.1A - - - E D3 SDMH 2.3 Z W 0 1271N STA. 10+43.25 N DAYSPRING WAY ~ STA. 10+21.50 z RIM=2538.97 3 • Q ) RIM=2537.80 SS„g <- DRAINAGE KEYNOTES J -C 12" INV. IN=2534.67 (E) I 12" INV. IN=2535.59 (SW) 12" INV. OUT=2534.67 (W) SDCB 2.3 D2 12" INV. OUT=2536.55 (NE) D4 D7 D8 d -`-$^ss SUMP=2533.67 - - - - STA. 10+15.67 12" INV. OUT=2535.59 (SE) D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. • 3 Q25=0.58 CFS RIM=2538.61 SUMP=2533.59 Q100=0.80 CFS I 12" INV. OUT=2535.61 (NE) - - - - - - - - D2 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. 0 ISO O 104' i_ SUMP=2534.61 nnn Z r i z D4 D6 D8 Q25=1.19 CFS 21 L.F. 12" ADS HP @ 0.00% D3 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. II I�I I�I II Ix 29 L.F. 12" ADS HP @ 0.50% Q100=1.66 CFS W 1 10 00 D4 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. W SDMH 2.1 D3 O - -- - 69 L.F. 12" ADS HP @ 0.00% ( U f 1 I 10 L.F. 12" ADS HP @ 0.00% (PERFORATED) - -- V Z STA. 10+74.83 � � � N o �• ;I, D5 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. 0 RI534.51 .73 90 nnn Z 12" INV. IN=2534.51 (E) - - 3 L.F. 12" ADS HP @ 0.50% Q� D6 CONSTRUCT VERTICAL SAND FILTER "2.1" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. u 12" INV. OUT=2534.51 (W) I o -- 74 L.F. 12" ADS HP @ 0.00% (PERFORATED) -- - -- - BLOCK 08 11' ° �� W 12" INV. OUT=2535.51 (S) �o ;� I DESIGN INFILTRATION RATE: 1.0 IN/HR. SUMP=2532.51 16C I14 L.F. 12" ADS HP @ 0.50% 9 FINISH GRADE ELEVATION: 2538.73 = z 90• °11+ 3.53 TOP OF BED ELEVATION: 2537.23 J a � BOTTOM OF BED ELEVATION: 2532.23 - -74 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - - - 69 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- -- -- m n 4- GROUNDWATER ELEVATION: 2532.00 o 3 L.F. 12" ADS HP @ 0.50% VLENGTH: 80' Id„9 Id„9 10 L.F. 18" ADS HP @ 0.00% Id,,9 D4 I 21 L.F. 18" ADS HP @ 0.00% 11+47.30 _ _ _ _ � _ DEPTH: 5.0' S&G TRAP 2.36 1 CHAMBER 1 WIDTH: 3.0' D5 S&G TRAP 2.1 STA. 10+44.34 CHAMBER 2 WIDTH: 11.5' RIMSTA. 10+86.28 RIM=2539.06 BLOCK 10 / REQUIRED V2: 517 CIF 12"IN . IN= 12" INV. IN=2535.51 (NW) REQUIRED V100: 1,908 CIF 18" INV. OUT=2 33. (E) 18" INV. OUT=2534.66 (NE) 14C Q� INLETINV. OUT=25 3.3 (S) INLET BAFFLE=2534.41 a D7 CONSTRUCT VERTICAL SAND FILTER "2.3" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. INLET BAFFLE=2533.39 OUTLET BAFFLE=2535.41 95 OUTLET BAFFLE=2534.39 124' DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2539.39 TOP OF BED ELEVATION: 2537.89 VERTICAL SAND FILTER 2.1 - PLAN VIEW VERTICAL SAND FILTER 2.3 - PLAN VIEW BOTTOM OF BED ELEVATION: 2533.39 0 GROUNDWATER ELEVATION: 2533.23 SCALE: 1" = 20' SCALE: 1" = 20' LENGTH: 75' o' DEPTH: 4.5' 0 CHAMBER 1 WIDTH: 6.0' IiJ CHAMBER 2 WIDTH: 22' REQUIRED V2: 842 CIF REQUIRED V100: 3,110 CIF D8 ACHD STORM DRAIN EASEMENT. a Cn m co co r U 2545 2545 2545 2545 w a N O W N � \ Q W 03 v W W Z O LO r'j N c0 LA 0) v c0 M W O ?i v N `--' �.`� t�D N L'ro) cV N M M M N N I I \ � N 000=O M �?O^i N ~ ~ re) d CD CD cc) LO o IIM a g O O rn N O� N O NN N NN c0 N [V 7 VZ EXISTING GROUND ° � oaII 01 co no N a + � m�No0: II = � C n V) cn n-~ ! NN n r-OOZO OM _ - - _ _ - - �- - _ - - - - - O N N NN N N ( ZZZ fi �' N 00 PROPOSED GRADE 0 2540 0000 M - Qn NZD O 0 I Z Ln Q m +M O N N O N N NE � � � N PROPOSED GRADE N o�> II m - II N Z _ o tmn Yo'�� _ _ to cno- _ N - - - - z N EXISTING GROUND CD co 75.0' I J Z Z a- 4" PIRR CROSSING 0 O z 80.0' 0 Q H.G.L. @ o Qioo=1 66 CFS Q > Q V1oo= .10 FPS 23 L.F. Q 0 12" ADS HP 29 L.F. 12" co @ 0.50% ADS HP @ 0.50% _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < ' 8' C-90 0°°°°°°°°°°°°°°°°°°°° 0°°°°°°°°°°°°°°°°°°°°°°° �Wf1�� o WATER CROSSIN o°o°o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°o°o°o°< n I �J m cc o 0 0 0 0 0_0_0_0_0_ o_o_o_o_o_o_o_o_o_o 0 0 !^ N 18' ADS HIP °^°^069 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)'°-°A' Q V w _ _ 0.00% 2535 - - - - - - 2535 2535 2535 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q O°O°O�O°O°O�O�O�O�O�O�O�O�O�O�O�O O�O�O�O�O°O°O° LC) (� z -0-0-074 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)°0°0°�' H.G.L. @ Q � � H.G.L. @ Qloo=1.66 CFS Z o _ ioo=1.41 CFS 3 L.F. 12") - V 4.10 F S 11 Q Z /� 00=3.97 FPS ADS HP @ 0.50% SaoOf z 12" C-900 Li - ~ 3: WATER CROSSING H.G.L. @ C:00=0.60 CFS APPROXIMATE GROUNDWA R j V100=3.16 FPS ELEVATION Lj 3 L.F. 12" ADS HP @ 0.50% 14 L.F. 12" ADS HP @ 0.50% W w w 0 w 10 L.F. 18" ADS HP @ 0.00% APPROXIMATE GROUNDWATER w ELEVATION CD z FEET 20 0 10 20 40 2530 2530 2530 2530 10 11 12 10 11 11 DATE: SCALE: GRAPHIC SCALE 02/11/2026 AS NOTED � 1 inch = 20 ft. Horizontal VERTICAL SAND FILTER 2.1 - PROFILE VIEW VERTICAL SAND FILTER 2.3 - PROFILE VIEW ALH PDL DESIGN: DRAWN: � FEET 2 0 1 2 4 HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' JOB NO.: FILE NAME: Q 1 8066 3066-DS-S-DRAIN-PHO 0 GRAPHIC SCALE REF. C5. 1 w 1 inch = 2 ft. Vertical NO.: SHE 21 OF 43 z g o cqq U N D z ti d -4r 6� y L' 0-1 o0 � o r VERTICAL SAND FILTER 2.1 p , t w 0 �"yp SA Q Q P VERTICAL SAND FILTER 2.2 �Z BLOCK 07 Z 2C OO VERTICAL SAND FILTER 2.3 T23 SDCB 2.2B J STA. 10+18.75 RnVERTICAL SAND FILTER 2.4 ��/ Q RIM=2538.7312" INV. OUT=2535.73 (W) - VERTICAL SAND FILTER 2.9 Z \� W SUMP=2534.73 . 1 TEMPORARY STORM v3� u Lu Q100=0.6 CFS WATER BASIN 2.12 09 W CROSSRIDGE STQ100=0.65 CFS - - - 8'w a"w Z TEMPORARY TORM Q VERTICAL SAND FILTER 2.8 O NSDCB 2.2A D1 N TRICIA WAY SDCB 2.4 D2 00WATER BAS 2.11 �STA. 10+43.2512" ADS HP @ 0.50% m„z� m�z� STA. 11+32.51 00 _ �'v ranVERTICAL SAND FILTER 2.6N DAYSPRING WAY TEMPORARY STORM VERTICAL SAND FILTER 2.7 Z p RIM=2538.73 - RIM=2538.61 + I I I I I 1 9 Z 00 12" INV. IN=2535.61 (E) D3 SDMH 2.2 - - - 12" INV. OUT=2535.61 (SW) WATER BASIN 2.14 12" INV. OUT=2535.61 (W) STA. 10+74.50 < 8"ss o ss SUMP=2534.61 < 8"ss- } WAURADR SUMP=2534.61RIM=2539.66 Q25=1.01 CFS 3Q25=0.53 CFS12" INV. IN=2535.45 (E) < ss„s < ss„s < Q100=0.74 CFS - - Q100=1.40 CFS D4 TEMPORARY STORM Z � WATER BASIN 2.13 12" INV. OUT=2535.45 (W) SDMH 2.4 D3 W v O 12" INV. OUT=2536.45 (S) - - - - - 90. - , Z C °O SUMP=2533.45 STA. 10+99.68 - RIM=2540.70 VERTICAL SAND FILTER 2.10 VERTICAL SAND FILTER 25 ' O O o D8 D7 D4 12" INV. IN=2535.45 (NE) a' O O v, 119' 12" INV. OUT=2535.45 (SW)_ I KEY MAP N �; N z 14 16 D8 12" INVA . OUT=2536.45 (NW) 30 L.F. 12" SCALE: NITS 1° � SUMP=2533.45 0 ADS HP @ 0.50% ' O 0 28 L.F. 12" ADS HP @ 0.50% � 1D L.F. 12" ADS HP @ 0.00% 9 10 L.F. 12" ADS HP @ 0.00% w N o - I °° Z w .i 0 /� O --- - -- - - - - - 94 L.F. 12" ADS HP @ 0.00% (PERFORATED) - - BLOCK 09 3 64 L.F. 12" ADS HP 0 0.00% (PERFORATED) - �� Z 3 1 C � 90. 0 Q t 4 L.F. 12" ADS HP @ 0.50% M I 4 L.F. 12" DRAINAGE KEYNOTES J -C 9°I 12+00 10 00 �o ADS HP @ 0.50% D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. a 3 -+- - -- -- - - -94 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - -- - -- - - I t -64 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - , - ISO D2 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD 604A. O 10 L.F. 18" ADS HP @ 0.00% - - - - Z i 10 L.F. 18" ADS HP @ 0.00% � rn� D3 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. D5 S&G TRAP 2.2 ` D4 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. W STA. 10+87.50 BLOCK 15 STA.S&. TRAP 10+86.93 D5 iv, Rn Z RIM=2539.79 .93 p5 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. �J(/ RIM=2541.40 <12" INV. IN=2535.42 (E) 12 3C 14 12" INV. IN=2535.42 (NE) Z D6 CONSTRUCT VERTICAL SAND FILTER "2.2" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. Z 18" INV. OUT=2534.57 (S) / 18" INV. OUT=2534.57 (NW) LLI INLET BAFFLE=2534.32 INLET BAFFLE=2534.32 \ DESIGN INFILTRATION RATE: 1.0 IN/HR. OUTLET BAFFLE=2535.32 OUTLET BAFFLE=2535.32 145' , FINISH GRADE ELEVATION: 2539.56 = 101' TOP OF BED ELEVATION: 2538.06 Z a � BOTTOM OF BED ELEVATION: 2533.06 Q GROUNDWATER ELEVATION: 2532.00 CD o LENGTH: 100' VERTICAL SAND FILTER 2.2 - PLAN VIEW VERTICAL SAND FILTER 2.4 - PLAN VIEW DEPTH: 5.0' CHAMBER 1 WIDTH: 3.0' SCALE: 1" = 20' SCALE: 1" = 20' CHAMBER 2 WIDTH: 12.5' REQUIRED V2: 668 CIF REQUIRED V106 2,468 CIF D7 CONSTRUCT VERTICAL SAND FILTER "2.4" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2539.59 TOP OF BED ELEVATION: 2538.09 BOTTOM OF BED ELEVATION: 2533.59 Z GROUNDWATER ELEVATION: 2533.23 LENGTH: 70' o= DEPTH: 4.5' 0 CHAMBER 1 WIDTH: 5.0' W CHAMBER 2 WIDTH: 18' REQUIRED V2: 651 CIF REQUIRED V100: 2,402 CIF D8 ACHD STORM DRAIN EASEMENT. a Cn m co co r 2545 2545 2545 w Z 2545 w v � N N M 11") c O W W v 04 C) M N 00 Ml17 040 00 LO \ Q � 3 v M j O +� ? 0 0 u O �� � n �NZZ cV O� j 7jN � � No � N C-D II _ = NZ zz � ,ri W n in N II -'3 ao II r7 N to .� nco c�i �m II tntn� o � � 'C-404 = N O NCO lM N C Q +O Z O (n N� N NLn� M N O N Z Z M Od O M Lr)M i N N ? o o � CD d II EXISTING GROUND 04 N 00 I� N CN II �p +M N N 00 EX D I + N m 04 +mom ¢ � II oM = �Nz zz ICI cncn� � - - - - - - - - - - - m F_ IL 01 04 C)Lo N +m Z Q II - - - � ��(V N C N Z N O Ln j j O - (V (V (V � II M N PROPOSED GRADE � _ m II - � �C14 z II to U)E � V) m CL - - - - - _ N N N PROPOSED GRADE _ 2540 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2540 2540 2540 O Q Q77 EXISTING GROUND Z .. o 100.0' 70.0' '' nn CDV / ~ _ l� J Z z z Q '� o 0 Q 23 L.F. 12" v o =70% T28 .50% 30 L.F. 12" 0 \ Q ADS HP @ 0.50% o I 0 co - - - - - fi= ' . co - - °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0 _ �? o°o°o°o°o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°c - o °o°o° ° °o°O°O°O°O°O°O°O°O°O°O°0 O°O°O°0°O°O°O°O°0°0°0°000000o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I D m 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c � 0 000 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 ri o 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° N z o 0 0 0 0 094 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)0000000000 0 0 11 164 L.F. 18 ADS HP @ 0.00% (TOP HALF PERFORATED)^ Q H.G.L. @ w 2535 mH 2535 ,OD= • 2535 Qioo=1.40 CFS 2535 z L0� 100=3.92 FPS Vioo=3.95 FPS V u, Z 0 � QlooL 0 6 CFS 0 ch z 12" C-900 Vloo=3.1 FPS Q TER CROSSING 4 L.F. 12" APPROXIMATE GROUNDWATER j ADS HP @ 0.50% �- ELEVATION 4 L.F. 12" ADS HP @ 0.50% U LLJ w Q C/) z APPROXIMATE GROUNDWATER 10 L.F. 18" ADS HP @ 0.00% 10 L.F. 18" ADS HP @ 0.00% 0 j ELEVATION CD z FEET 20 0 10 20 40 2530 2530 2530 2530 10 11 12 10 11 11 DATE: SCALE: GRAPHIC SCALE 02/11/2026 AS NOTED � 1 inch = 20 ft. Horizontal VERTICAL SAND FILTER 2.2 - PROFILE VIEW VERTICAL SAND FILTER 2.4 - PROFILE VIEW ALH PDL DESIGN: DRAWN: � FEET 2 0 1 2 4 HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' JOB NO.: FILE NAME: Q 8066 3066-DS-S-DRAIN-PHO 0 GRAPHIC SCALE REF. C5. 2 w 1 inch = 2 ft. Vertical NO.: SHE 22 OF 43 z g o cqq U N D Z ti d 0 -4r 6� y L' o0 �2 o r VERTICAL SAND FILTER 2.1 p , t w 0 ��y SAP�� Q ON � \ \ / VERTICAL SAND FILTER 2.2 �Z \ \ VERTICAL SAND FILTER 2.3 \ S - \ VERTICAL SAND FILTER 2.4 Q VERTICAL SAND FILTER 2.9 Z ' \ m w w w w w w- 3� / TEMPORARY STORM W \ s \ \ \\\ / WATER BASIN 2.12 W CROSSRIDGE ST Z N TRICIA WAY - I F - ` \ \/ ss- B \ WATER BAS TO 11 �i� I \ \ ro VERTICAL SAND FILTER 2.8 N FF \ M„8 VERTICAL SAND FILTER 2.6 �y M d�\ \ $"SS B M 8 \ 9 -< a"ss- -< a"s < D2 SDMH 2.5 sD /Q/ d 1 1 1 1 1 1 9` Q Z 00 STA. 10+51.00R �\ TEMPORARY STORM VERTICAL SAND FILTER 2.7 W p RIM=2540.41 ; \ \ �'QY _ \\ WATER BASIN 2.14 } W AURA DR 12" INV. IN=2536.86 (NW) �, \ /� 3 m 3 L.F. 12" 12" INV. OUT=2537.50 (SE)` ss TEMPORARY STORM o V' /`/ J Z N ADS HP Q 0.50% 12" INV. OUT=2536.86 (SW) /� D2 SDMH 2.6 WATER BASIN 2.13 SUMP=2534.86 \ STA. 11+32.87 , c O SDCB 2.5A D1 54' \ 92' RIM=2541.43 / i W VERTICAL SAND FILTER 2.10 VERTICAL SAND FILTER 25 ' vj p STA. 10+45.17 ` 12 INV. IN=2537.20 (S) - c 00 O \ D3 D6 D7 BLOCK 15 12" INV. OUT=2537.20 (NW) KEY MAP C� � �' a) N RIM=2540.05 12" INV. OUT=2538.00 (N) N +� 04 \� 12" INV. IN=2536.89 (NW) 3C SCALE: NITS � L D7 D5" D3 SUMP 2535.20 \- / U �12" INV. OUT=2536.89 (SE) \ I / O SUMP=2535.89 O Q25=0.32 CFS Q100=0.45 CFS 21 L.F. 12" ADS HP 0.00% \ 3 L.F. 12" ADS HP 1.00%'_ • I � wN 10+00 �` \ 9 L• 1� BLOCK 1 � Z w Z � .i H 21 L.F. 12" ADS HP ® 0.00% 11P84.271 _ � -- 34 L.F. 12" ADS HP ® 0.00% - d, D3 ADS-HP Q 0.50% 90®0 (PERFORATED) a, ; �s d D3 I 2 Z 11' O Q 0) 4 L.F. 12" ADS HP @ 0.50% / C, / 21 L.F. 12" ,n D1 SDCB 2.6B DRAINAGE KEYNOTES J 9 �< N, 11 "�nT� � 11+ 1.48 l F(0)9,N ADS HP ® 0.50% D1 SDCB 2.6A STA. 11+70.44 D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. d -- - - -- - - _ I " ADS NP 013.007. PER STA. 11+39.10 RIM=2541.07 _ 12 RIM=2541.07 12" INV. OUT=2537.57 (NE) /�/ 1`0 D1 SDCB 2.56 21 L.F. 18" 34 L.F. 18" 72 VF' e� D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. O / � 12" INV. IN=2537.26 (SW) SUMP=2536.57 STA. 10+13.83 ADS HP 0 0.00% ADS HP 0 0.00% 12" INV. OUT=2537.26 (N) Q25=0.70 CFS Z 1 i Q100=0.98 CFS D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. RIM=2540.05 (TOP HALF PERFORATED) 6 � SUMP=2536.26 � 0 \\ D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. Z 12" INV. OUT=2537.05 (SE) 00 11 0 -Q25=0.31 CFS SUMP=2536.05 71 -69 L.F. 18 ADS HP ® 0.00% TOP HALF PERFORATED " ( ) /Q100=0.43 CFS n n - Q25=0.19 CFS D4 S&G TRAP 2.5 BLOCK 11 1 D5 CONSTRUCT VERTICAL SAND FILTER "2.5" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. v Z Q100=0.26 CFS STA. 10+63.48 ❑ k 1 ` ❑ \ O Z } RIM=2540.44 1C .•e 2 D4 S&G TRAP 2.6 1C n n n 12" INV. IN=2536.83 (NE) 21 L.F. 18" ADS HP ® 0.00% � STA. 11+03.35 DESIGN INFILTRATION RATE: 1.0 IN/HR. u W RIM=2541.57 d FINISH GRADE ELEVATION: 2540.79 " � � 18" INV. OUT=2535.98 (SE) / � � � 12 INV. IN=2537.09 (E) TOP OF BED ELEVATION: 2539.29� = w INLET BAFFLE=2535.73 18" INV. OUT=2536.24 (N) BOTTOM OF BED ELEVATION: 2534.29 OUTLET BAFFLE=2536.73 Z \ 91 INLET BAFFLE=2535.99 GROUNDWATER ELEVATION: 2533.23 m / OUTLET BAFFLE=2536.99 LENGTH: 40' DEPTH: 0 m \ \ CHAMBER 1 WIDTH: 4.5' m Z VERTICAL SAND FILTER 2.5 - PLAN VIEW VERTICAL SAND FILTER 2.6 - PLAN VIEW CHAMBER 2 WIDTH: 17' REQUIRED V2: 370 CF SCALE: 1" = 20' SCALE: 1" = 20' REQUIRED V100: 1,365 CF D6 CONSTRUCT VERTICAL SAND FILTER "2.6" PER ACHD BVP 21 AND DETAIL 1, SHEET C4.22. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2540.63 TOP OF BED ELEVATION: 2539.13 BOTTOM OF BED ELEVATION: 2535.13 GROUNDWATER ELEVATION: 2533.23 LENGTH: 75' Z 0 DEPTH: 4.0' l--- CHAMBER 1 WIDTH: 7.0' CHAMBER 2 WIDTH: 26.5' o REQUIRED V2: 885 CF o REQUIRED V100: 3,266 CF D7 ACHD STORM DRAIN EASEMENT. _ a �z ~ v o m 2545 2545 2545 v o 2545 r w La N M N Z (n W�N.. 0) CO I� lV II O N En (LLJ ' pp n L0 M j O CO Ln Q N0.) c NN m Z rO- Q Ln_r + [ N > _N _ O C0 L M N N_O Cq L¢wJ7 N 7L N N CD Z LN CO � N ¢ +Lr) N II to c0. II = � N CoOOLn N CDn n N¢ Mn O t N -OZo M M Cn4 Nn CO LIJ (V ± NN mLO L C4CL iz +� N nn � o � � �Ln NN V) � �� XISTINGGROUND EXISTING GROUND � Q0 M m�m o U N OLno n En - m + O N O --w laCN I PROPOSED GRADE PROPOSED GRADE z z N 2540 2540 2540 2540 0 H.G.L. @ 40.0' 75 0' Q100=1.41 CFS _ Q100=0.71 CFS I- V100=5.13 FPS O Q V100=3.26 FPS 29 L.F. 12" 21 L.F. z 0 29 L.F. 12" 12" ADS HIP ADS HP Q 1.00% N ADS HP @ 0.50% ® 0.50% 0 J z z ° ° ° ° 0000000000 0000000o00 - - - - - Q o ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0 ° ° O ° ° ° ° ° ° ° ° ° ° ° ° 0 0 0 ° ° ° ° ° ° 0 ,OOC' OCO� � _O_O_O_O_O_O_O_O_O_O_O,�O� n°n°n°n°n°n°n'°,°°000 0 21 L.F. 34�L.F. 18" ADS HP (�? 0.00% (TOP o 69 L.F. 18" ADS HP ® 0.00% (TOP HALF PERFORATED)'^°^° \ Q H.G.L. ® 18" ADS HP H.G.L.1 @41 CFS C100=0.98 CFS FPS 0 / Q � z HALF PERFORATED) Q100=0.26 CFS @ 0.00% 100- o V100=2.48 FPS _ V1ao=3.97 FPS Q co o - 4 L.F. 12" V m ccADS HP ® 0.50% 8" C-900 WATER CROSSING ^ N 2535 2535 2535 2535 Q (n � 8" C-900 3 L.F. 12" ADS HP 01.00% z Q WATER CROSSING 3 L.F. 12" V _ w ADS HP ® 0.50% 21 L.F. 18" ADS HP ® 0.00% Q Z APPROXIMATE GROUNDWATER APPROXIMATE GROUNDWATER ~ 3: ELEVATION ELEVATION Q w }_ U 0 W w Q CO 0 c? Z w CD Z FEET 011 zo 0 10 zo 40 2530 2530 2530 2530 >- 10 11 11 10 11 12 Q IF�o DATE: SCALE: GRAPHIC SCALE 02/11/2026 AS NOTED co 1 inch = 20 ft. Horizontal VERTICAL SAND FILTER 2.5 - PROFILE VIEW VERTICAL SAND FILTER 2.6 - PROFILE VIEW DESIGN: DRAWN: cc FEET ALH PDL 2 0 1 2 4 HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' JOB NO.: FILE NAME: Q I 1 8066 3066-DS-S-DRAIN-PHO 0 GRAPHIC SCALE REF. 5.3 w 1 inch = 2 ft. Vertical NO.: SHE 23 OF 43 z g o cqq U N D z ti d J r 6� y L' 0-1 o0 �2 o r VERTICAL SAND FILTER 2.1 p , t w 0 �"yp S� ��� Q P a Q BLOCK 09 S&G TRAP 2.9 Z VERTICAL SAND FILTER 2.2 D5 �Z STA. 10+87.01 114' RIM=2541.25 12" INV. IN=2536.72 (SE) VERTICAL SAND FILTER 2.3 18" INV. OUT=2535.87 (SW) n J INLET BAFFLE=2535.62 VERTICAL SAND FILTER 2.4 U Q D8 D7 HIP L.F. 0% OUTLET BAFFLE=2536.62 VERTICAL SAND FILTER 2.9 ~ ADS HP @ 0.00% � Z 10 00 64 L.F. 1 TEMPORARY STORM v3� W 8" ADS HP @ 0.00% (TOP HALF PERFORATED)- 7 L.F. 12" WATER BASIN 2.12 W CROSS RIDGE ST Z ADS HP @ 0.50% SDMH 2.9 TEMPORARY TORM Q D3 WATER BAS 2.11 = VERTICAL SAND FILTER 2.8 � fV � �o o STA. 11+02.96 ��� ; M RIM=2541.10 VERTICAL SAND FILTER 2.6 9iy Z + = 00 12" INV. IN=2536.77 (SE) TEMPORARY STORM VERTICAL�SAND FILTER 23 9 Q W p 64 L.F. 12" ADS HP @ 0.00% (PERFORATED) 900 12" INV. OUT=2536.77 (NW) WATER BASIN 2.14 w gl)RA DR 0 10 L.F. 12" I 12" INV. OUT=2537.77 (SW) 'a ' T Q / ADS HP @ 0.00% SUMP=2534.77 TEMPORARY STORM 20 I I I I I I BLOCK 13 \ - - - �--� - WATER BASIN 2.13 Z Q S&G TRAP 2.7 D5 / \ v - - 3 1C � � D4 37 L.F. 12" ADS HP @ 0.50% j � � � O STA. 10+73.14 J Z - RIM=2542.16 - - VERTICAL SAND FILTER 2.10 VERTICAL SAND FILTER 25 ; O O � O O 12" INV. IN=2538.46 (SW) s PI s PI 89' I KEY MAP �' 18" INV. OUT=2537.61 (SE) N INLET BAFFLE=2537.36 21 L.F. 18" ADS HP @ 0.00% SCALE: NITS N +, 11 OUTLET BAFFLE=2538.36 11+66.14 . 0 V) pp 0� U N 04 O SDCB 2.76 D2 SDMH 2.7 D3 59 L.F. 18 ADS HP @ 0.00% (TOP HALF PERFORATED) - - - - - w STA. 10+51.00 a� SDCB 2.9A D1 Z .� H STA. 10+13.83 I w 0 RIM=2541.73 RIM=2542.09 O I STA. 11+42.72 Z 12" INV. IN=2538.54 (NW) RIM=2540.09 12"w 12" INV. OUT=2538.73 (SE) - t2"w - t2"w - o w - t2"w O Q SUMP=2537.73 12" INV. OUT=2538.54 (NE) 13 L.F. 12" ADS HP @ 0.50% 12" INV. IN=2536.97 (SE) N " @ p 00%, (PERFDRATED� N DAYSPRING WAY 12" INV. OUT=2536.97 (NW) DRAINAGE KEYNOTES J Q25=0.33 CFS 12" INV. OUT=2539.54 (SE) I 12 NOS HP - - SUMP=2535.97 Q100=0.46 CFS I SUMP=2536.54 t a. 60 L.F. M J� �/ D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. 3 e� I Q25=0.33 CFS M= BLOCK 1 10+00 Q100=0.47 CFS N En I a So IQ 8"5. > 8"ss Q a"ss > `S` D2 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. p 1C I O 21 L.F. 12" ADS HP @ 0.00% Z r i D4 ADS HP @ 0.50%L.F. 12"-/ r I D8 D6 D4 _ _ - - - _ _ - D3 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. n n n SDCB 2.7A D2 3 L.F. 12" ADS HP @ 0.50% u W STA. 10+45.17 D4 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. ^ W RIM=2541.73 96' ( (�/n ) Z 12" INV. IN=2538.57 (NW) SDCB 2.9B p5 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. 12" INV. OUT=2538.57 (SE) / STA. 11+67.22 D1 ,� Z SUMP=2537.57 I RIM=2540.09 u D6 CONSTRUCT VERTICAL SAND FILTER "2.7" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. ��- W Q25=0.58 CFS 12" INV. OUT=2537.09 (NW) + Q100=0.81 CFS 1 �/ 1C SUMP=2536.09 D4 DESIGN INFILTRATION RATE: 1.0 IN/HR. Q25=0.91 CFS FINISH GRADE ELEVATION: 2542.35 BLOCK 14 _ Q100=1.27 CFS - TOP OF BED ELEVATION: 2540.85 = Z BOTTOM OF BED ELEVATION: 2534.85 Q GROUNDWATER ELEVATION 253416 6'PI 6T-7- : . „� 8"�'�� m � LENGTH: 65' VERTICAL SAND FILTER 2.7 - PLAN VIEW VERTICAL SAND FILTER 2.9 - PLAN VIEW CHAMBER 1 WIDTH: 5.0' SCALE: 1" = 20' SCALE: 1" = 20' CHAMBER 2 WIDTH: 19.5' REQUIRED V2: 791 CF REQUIRED V106 2,920 CF D7 CONSTRUCT VERTICAL SAND FILTER "2.9" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2541.05 TOP OF BED ELEVATION: 2539.55 w w^ BOTTOM OF BED ELEVATION: 2535.05 p z z N N GROUNDWATER ELEVATION: 2534.16 LENGTH: 70' co O MH (VII MZ LO co - Z a CD Lf) O o^wII N ±O O m ± M M D8 DEPTH: 4.5' 25452545 co 2545 2545 H~(Jn w� _ CHAMBER 1 WIDTH: 6.0 LC.") II M ", MN W.N z CHAMBER 2 WIDTH: 22.5' N, -o m M < PROPOSED GRADE ° 764 CF N> o 2 N O o M o REQUIRED V100: 2,820 CF + + 7C14 Z II MM U m N 'n 0)) ( � � NQ Z _ N M n '- IIo ACHD STORM DRAIN EASEMENT. N O NV) n N N N N - N (V V N Cl:: eo Omm cn - - - - - - O N N NO aZ0 0 r0 - - - - - - - - - - - - - 11 Z U � C) 0 - - - C14 " Lo ' �; NEXISTING ROUND g ± Z : N Ln j 0a z Cn Ul cn m d- Ul in N � N N N U Q ° m " (V Z } O H- N = Z z � PROPOSED GRADE � cn cn� � cn N N�� N � H.G.L. @ ao 65.0' - - - - - - - - Q N Qt00=1.27 CFS _ __ - - Vtoo=3.79 FPS - - - - > EXISTING GROUND a 29 L.F. 12" 70.0' N LO 2540 ADS HP @ 0.50% - 2540 2540 2540 w o' N - - - - �o o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o u u H.G.L. S 23 L.F. -- - 0 0 0 0 0 0 0-0-0-0-0-0-0-0-o b o Q100=1.73 CFS - Vtoo=4.17 FPS 12" ADS HP N z H.G.L. @ 59 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) @ 0.50% Qioo=0.46 CFS o 01 V1oo=2.80 FPS - - N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , A A A A A A A A A A A A A A A A A A A (1 Q 8 C-900 64 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) z 0 < WATER CROSSING 3 L.F. 12" ADS HP @ 0.50%- 00 0 N @ Z 100 z CD 13 L.F. 12" ADS HP @ 0.50% H.G.L. G L Q 1.27 CFS J � 2535 2535 2535 U -_ 2535 Q �_ 21 L.F. 18" ADS HP @ 0.00% 100 Q '^ 12" C-900 WATER CROSSING � v , O � 37 L.F. 12" ADS HP @ 0.50% Q Q APPROXIMATE GROUNDWATER APPROXIMATE GROUNDWATER 7 L.F. 12" ADS HP @ 0.50% o ELEVATION ELEVATION 0 10 L.F. 18" ADS HP @ 0.00% Ld o 0 0 m N w < Z Q In CD Z 2530 2530 2530 2530 ~ Q 10 11 12 10 11 12 V) Lj i w 0 VERTICAL SAND FILTER 2.7 - PROFILE VIEW VERTICAL SAND FILTER 2.9 - PROFILE VIEW Q �' Z HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' i VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' CD z FEET 20 0 10 20 40 In Q o DATE: SCALE: GRAPHIC SCALE 02/11/2026 AS NOTED 1 inch = 20 ft. Horizontal DESIGN: DRAWN: � FEET ALH PDL 0 2 0 1 2 4 JOB NO.: FILE NAME: Q 8066 066-DS-S-DRAIN-PHO 0 c GRAPHIC SCALE REF. 5■w 1 inch = 2 ft. Vertical NO.: 'T SHE 24 OF 43 z g o cqq U N D z ti d 0 J r 6� y L' o0 � o r VERTICAL SAND FILTER 2.1 p , t w 0 �"yp SA Q Q P a ZVERTICAL SAND FILTER 2.2 �z BLOCK 09 1C VERTICAL SAND FILTER 2.3 /� J D4 OTQ100=0.34 VERTICAL SAND FILTER 2.4 SDCB 2+18VERTICAL SAND FILTER 2.9STA. 540.2 75 RIM=2540.21 � '' I � W/ / TEMPORARY STORM �12" INV. OUT=2537.21 (S) WATER BASIN 2.12 W CROSMR-ST Z SUMP=2536.21Q25=0.25 CFS 72.,W CFS WATER BAS TO 11 = m VERTICAL SAND FILTER 2.8 � � fV� ICI 10 M 72••W b VERTICAL SAND FILTER 2.6 9 9 a � - 12'W D1 SDCB 2.10A TEMPORARY STORM VERTICAL SAND FILTER 2.7 � W p STA. 10+43.25 - / WATER BASIN 2.14 - RIM=2540.21 } W AURA DR • 12" INV. IN=2537.09 (N) 23 L.F. 12" / / TEMPORARY STORM / / I D5 S&G TRAP 2.8 ( ) WATER BASIN 2.13 Z 12" INV. OUT=2537.09 S o / STA. 10+64.64 ADS HP @ 0.50% _ _ 6 a) SUMP=2536.09 � RIM=2541.71 ® ❑5 _ - Q25=0.66 CFS , Z >_ C x O 12" INV. IN=2537.89 (SW) l� Q100=0.93 CFS VERTICAL SAND FILTER 2.10 VERTICAL SAND FILTER 2.5 W vi • N D2 SDCB 2.8B 18" INV. OUT=2537.04 (SE) BLOCK o5 - �o - - 0 0 2 STA. 10+13.85 INLET BAFFLE=2536.79 1C cO - I / RIM=2541.29 OUTLET BAFFLE=2537.79 - 91' KEY MAP N ,0x00 12" INV. OUT=2538.29 (SE) 139 4, SCALE: NITS • \ D4 7 SUMP=2537.29 I o 28 L.F. 12" ADS HP @ 0.50% D8 D7 D4 U O Q25=0.53 CFS - I _ BIL 14 w Q100=0.74 CFS SDMH 2.10 D3 \ Z w a� cv H es 10 20 STA. 10+74.50 ? w 0 5 L.F. 11+00 \ 12+00 RIM=2541.14 Z 3 so 12" ADS HP / --- -- - -I- - - - 104 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) - -- - -- - - -- - I 1 12" INV. IN=2536.93 (N) 96 O Z @ 0.50% O / 12" INV. OUT=2536.93 S D -C � I - O � 1 � O. _ __ DRAINAGE KEYNOTES J - - 29 L.F. 12" ADS HP @ 1.00% 1�1 �& 23 L.F. 18" ADS HP @ 0.00% �� 12" INV. OUT=2537.93 (E) W �° 64 L.F.LF12 ADS HP @ w d � Oi _- _ _ _ _ _ - % SUMP=2534.93 10 L.F. 12" ADS HP @ 0.00% 0.00% (PERFORATED)- D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. IQ SD 104 L.F. 12" !ADSHP!@T0.00% PERFORATED) I �D)- - _ o • 3 SDCB 2.8A D2 so. D2 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. Mp STA. 10+45.21 LL 1 11+ 8.10 RIM=2541.29 W W -�-- -64 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)-- -- D3 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. n n n Z_ M 12" INV. IN=2537.98 (NW) ro �V28 L.F. 12" ADS HP @ 0.00% -- I LJuLJ I rx 12" INV. OUT=2537.98 (E) 7 L.F. 12" ADS HP @ 0.50% LV / SUMP=2536.98� 11 L.F. 18" ADS HP @ 0.00% D4 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. LV D3 SDMH 2.8 Z Q25=0.50 CFS / /STA. 10+51.37 �o, D5 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. 9100=0.70 CFS / RIM=2541.65 D8 D6 D4 S&G TRAP 2.10 D5 0 y>Q / 12" INV. IN=2537.92 (W) \ STA. 10+90.50 D6 CONSTRUCT VERTICAL SAND FILTER "2.8" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. - Z PQ 3 L.F. 12" ADS HP @ 1.00% 12" INV. OUT=2538.92 (E) RIM 6.88 (N)29 DESIGN INFILTRATION RATE: 1.0 IN/HR. W 12" INV. OUT=2537.92 (NE) 12" INV. IN=2536.88 � SUMP=2535.92 \ 18"INLET BAFFLE3 FINISH GRADE 2535.78 TOPOFBED ELEVATION:ELEVATION: 2540.553 J z OUTLET BAFFLE=2536.78 BOTTOM OF BED ELEVATION: 2535.53 120' GROUNDWATER ELEVATION: 2534.16 m o LENGTH: 110' VERTICAL SAND FILTER 2.8 - PLAN VIEW N VERTICAL SAND FILTER 2.10 - PLAN VIEW CHAMBER 1 WIDTH: 3.0' SCALE: 1" = 20' SCALE: 1" = 20' CHAMBER 2 WIDTH: 12' REQUIRED V2: 735 CIF REQUIRED V106 2,713 CIF D7 CONSTRUCT VERTICAL SAND FILTER "2.10" PER ACHD BMP 21 AND DETAIL 1, SHEET C4.22. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2541.15 TOP OF BED ELEVATION: 2539.65 BOTTOM OF BED ELEVATION: 2535.15 z GROUNDWATER ELEVATION: 2534.16 LENGTH: 70' o' DEPTH: 4.5' 0 CHAMBER 1 WIDTH: 4.0' W CHAMBER 2 WIDTH: 14.5' REQUIRED V2: 514 CIF REQUIRED V100: 1,897 CIF D8 ACHD STORM DRAIN EASEMENT. a 00 o coao Q' 00 M �Z � � co 2545 N _ 3 N CR N 2545 2545 _ M 2545 N m 00 a,NO NONZO M Cn NN N F 00 00 04 LD NW � 0, O M 6+ Of N ~ N NN N O CD L0 N 11 11 Ln Ncli � N= oLj in N U co DN Un n� jj rn O�N N N cV PROPOSED GRADE 00 +- d O C-4 04 - LO NO04 r oO( Z � L 04 O N nno L n NC CQ NN0N °o Q QH; N N - - - � � N 11 N � CDN N - N - - - m 00(V 0 Q M N0 � Q II (V (V N W � O �� _ O - o - - - � + � PROPOSED GRAD - EXIS G GROUND N S j j 04 N A CV Z_ II 04 Z Z II m 0- 0] - 0- II II n a a U a -� EXISTING GROUND inin�� � - - � �� � � � _ _ _ _ _ - - - - - - - N H.G.L. @ � - .Z - - - - - - Q1oo=1.44 CFS 6" PIRR CROSSING - - - - - - - - - - - 70.0' E V100=5.07 FPS N 0 2540 29 L.F. 12" 5 L.F. 2540 2540 2540 ADS HP @ 1.00% 12" ADS HP O Q Q @ 0.50% 23 L.F. 12" 28 L.F. 12" Z o ADS HP @ 0.50% ADS HP @ 0.50% > 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 o J Z Z 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - _ >000000 00000000000000000000000000000000 0�0�0�0�0�0�000000000000000o O O � > o 0 0 0 0 0 0 o 0 0 0 0 0 0 o ri H.G.L. @ 0 0 0 ,.0,.0,.0,.0.104 L.F. 18' ADS HP @ 0.00% (TOP HALF PERFORATED) z Q Q1oo=0.74 CFS - - - - - - - >°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0 0°0°0°0°0°o n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 _ V 4.30 FPS ao >°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o o°o°o°o°o°o Q 0 10a- >°ono 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 z )-0-64 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) -O 0 > Q H.G.L. @ oQ1 o=1.27 CFS 8 C-900 WATER CROSSING V1 =3.79 FPS M 0 3 L.F. 12" ADS HP @ 1.00% - !W^ W CD H.G.L. @cc v m N 2535 HGI Q100=1.4 c(a 2535 2535 Q =0.34 Fs 2535 Q w 23 L.F. 18" ADS HP @ 0.00% V100=2.63 PS 12" C-900 z Q V1oo=3.95 FPS ATER CROSSING_ 7 L.F. 12" ADS HP @ 0.50% - a_ APPROXIMATE GROUNDWATER APPROXIMATE GROUNDWATER _Z Z j ELEVATION 11 L.F. 18" ADS HP @ 0.00% ELEVATION CD Q V w }_ U 0 W w Q CO CD z w CD z FEET 011 20 0 10 20 ao 2530 - 2530 2530 2530 Q 10 11 12 10 11 12 o I DATE: SCALE: GRAPHIC SCALE 02/11/2026 AS NOTED 1 inch = 20 ft. Horizontal CD VERTICAL SAND FILTER 2.8 - PROFILE VIEW VERTICAL SAND FILTER 2.10 - PROFILE VIEW DESIGN: DRAWN: cc FEET ALH PDL 2 0 1 2 4 HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' JOB NO.: FILE NAME: Q I 1 8066 3066-DS-S-DRAIN-PHO 0 GRAPHIC SCALE REF. C5. w 1 inch = 2 ft. Vertical NO.: SHE 25 OF 43 z g o cqq U N D z ti d 0 J r 6� y L' ow � o r VERTICAL SAND FILTER 2.1 p , t w Of P a VERTICAL SAND FILTER 2.2 �z z VERTICAL SAND FILTER 2.3 VERTICAL SAND FILTER 2.4 VERTICAL SAND FILTER 2.9 ~ � W TEMPORARY STORM 3� WATER BASIN 2.12 W CROSSRIDGE ST Z TEMPORARY TORM Q WATER BAS 2.11 = VERTICAL SAND FILTER 2.8 � fV� 9 M O VERTICAL SAND FILTER 2.6 4- a 00 Z TEMPORARY STORM VERTICAL SAND FILTER 2.7 Z p WATER BASIN 2.14 - HIGH FLOW BYPASS GROUNDWATER } W AURA DR 9 12" 0 ADS HP PIPE OBSERVATION WELL 3 PERFORATED TEMPORARY STORM AS S (PERFORATED) WATER BASIN 2.13 N 92' A T -33 FILTER FABRIC � _ � Z BLOCK 09 VERTICAL SAND FILTER NOTES FILTERAND __ __ _ FINISH GRADE ELEVATION w C � o D2 C 111-111-111-111- l-lll�lll�lll�lll �III�III�III�III�III�III �III�III �III�III� 1.5' MIN. VERTICAL SAND FILTER 2.10 VERTICAL SAND FILTER 25 ' O O ❑ �I ICI ICI ll ll ll ll-ll-ll ll-ll-ll-ll=ll=ll=1 =1 1=1 =1 = -, O = TOP OF BED ELEVATION O , 1. NO TREES SHALL BE PLANTED ABOVE, OR WITHIN 10' OF, THE VERTICAL SAND FILTER. ��\�\�\ � I ll1- = � ;a � � 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING REPORT KEY MAP c., 18' WOVEN GEOTEXTILE R n t/� � V) 18 PREPARED BY GEOTEK, DATED JANUARY 2026. FABRIC SCALE: NITS v U 0 : g B 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ' O 0 _ D3 15 LF D1 D4 ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. 2-YR STORM FLOW U' U O N LIJ / / I 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF 18" 0 ADS HP PIPE Z D1 15 LFo ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE WITH ACHD (TOP HALF PERFORATED) % Z w 0 � _o INSPECTOR REGARDING PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR BOTTOM OF BED ELEVATION O Z i TO BACKFILLLING. Z O _ GROUNDWATER ELEVATION Q 5, REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER DETAILS PVC LINER DRAINAGE KEYNOTES J -C AND SPECIFICATIONS. -�2540.65 FL 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES OF �" CRUSHED ROCK CHIPS OR D1 TEMPORARY DITCH WITH 1% MIN, SLOPE, LENGTH PER PLAN. 2541 THE ROCK IN CHAMBER 1. B PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED 2" WASHED DRAIN ROCK �S a 2540.65 FL SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 MIL MIN. PVC D2 TEMPORARY STORM DRAIN EASEMENT. p GEOM E. SECTION A-A D3 CONSTRUCT TEMPORARY STORMWATER BASIN 2.11 PER SECTION B-B, THIS SHEET. n n n Z M 7. WOVENN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE I �Ju�J I rx FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. W 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF CHAMBER 1 DESIGN INFILTRATION RATE: 1.0 IN/HR. ^ W WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. TOP OF POND ELEVATION: 2541.00 ( (�/n�/l Z - - - - - BOTTOM OF POND ELEVATION: 2540.00 18" 0 ADS HP PIPE A DEPTH: 0.50' Z r 18" 0 ADS HP PIPE PVC LINER FREEBOARD: 0.50' - Z 25a (NO PERFORATIONS) (TOP HALF PERFORATED) W 12"w 12"w LENGTH GROUNDWATER ELEVATION: 2531.14 N 12"W ING " CRUSHED i4REQUIRED VOLUME (100-YR EVENT): 69 OF - - - - - SWALE BOTTOM AREA: 96 SF = ROCK CHIPS SWALE TOP AREA: 182 SF J z 20+00 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 cn 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 o WIDTH D4 CONSTRUCT TEMPORARY STORMWATER BASIN 2.12 PER SECTION B-B, THIS SHEET. m o S 8"SS 55 > 5' I DESIGN INFILTRATION RATE: 1.0 IN/HR. FILTASTIER CAND TOP OF POND ELEVATION: 2541.00 FILTER SAND 5 BOTTOM OF POND ELEVATION: 2540.00 WOVEN GEOTEXTILE DEPTH: 0.50' FABRIC FREEBOARD: 0.50' 3 12" 0 ADS HP PIPE GROUNDWATER ELEVATION: 2531.14 CD (NO PERFORATIONS) REQUIRED VOLUME (100-YR EVENT): 69 OF A z_ SWALE BOTTOM AREA: 96 SF 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 ":f CHAMBER 2 SWALE TOP AREA: 182 SF 5, WIDTH D5 CONSTRUCT TEMPORARY STORMWATER BASIN 2.13 PER SECTION B-B, THIS SHEET. CD z " CRUSHED DESIGN INFILTRATION RATE: 1.0 IN/HR. ROCK CHIPS M 5' ~ i TOP OF POND ELEVATION: 2543.00 � BOTTOM OF POND ELEVATION: 2542.00 TEMPORARY STORM WATER BASIN 2.11 & 2.12 12" DEPTH: 0.50' w � ADS HP PIPE FREEBOARD: 0.50' � SCALE: 1" = 20' (PERFORATED) PLAN GROUNDWATER GROUNDWATER ELEVATION: 2531.14 FILTER FABRIC A OBSERVATION WELL REQUIRED VOLUME (100-YR EVENT): 121 OF SWALE BOTTOM AREA: 221 SF SWALE TOP AREA: 347 SF 1 VERTICAL SAND FILTER DETAIL D6 CONSTRUCT TEMPORARY STORMWATER BASIN 2.14 PER SECTION B-B, THIS SHEET.O N.T.S. m ��+00 DESIGN INFILTRATION RATE: 1.0 IN/HR. co s"w TOP OF POND ELEVATION: 2543.00 r AURA $„ss BOTTOM OF POND ELEVATION: 2542.00 w DEPTH: 0.50' Q \ ) g'ss FREEBOARD: 0.50' GROUNDWATER ELEVATION: 2531.14 0 $"ss REQUIRED VOLUME (100-YR EVENT): 104 OF 1040 S SWALE BOTTOM AREA: 221 SF = o 1 5 SWALE TOP AREA: 347 SF o LO I ti r;� L Q CD I 13 TEMPORARY STORM WATER BASIN NOTES WIDTH PER PLAN Q 1. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MATCH EXISTING CN BLOCK 14 I � �s� r MONITORING REPORT PREPARED BY GEOTEK, DATED JANUARY 2026. 0 4. , z 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF = N E ❑7 tiy�� ¢ BOCK 13 tV1I GROUNDWATER IS ENCOUNTERED AT ELEVATIONS HIGHER THAN _ m SHOWN ON THE PLANS. >" N k- `�i`/ li;i , i,`1i i ili,i✓%' 0 _ I_ 0 254249 FLG 4" MIN. LAYER OF TOPSOIL OR Q 2542.49 FL AMENDED NATIVE MATERIAL W/ 0 MINIMUM INFILTRATION RATE OF 1.0 IN/HR z U - - SECTION B-B _ O 08 N.T.S. Z Z N o ft- - S p B - B U Q Q Q B B ❑ 1 (/) U o D1 33 LF _ - Q N 35 LF D1 cv W >I C:) D5 D6 Q n/ o ' V 23' 23' CD : m CN CN L QLLI Q z 123' NN_ CD TEMPORARY STORM WATER BASIN 2.13 & 2.14 c SCALE: 1" = 20' Q U Q � w 0 C z w i C z Q o DATE: SCALE: 02/11/2026 AS NOTED DESIGN: DRAWN: 03 FEET ALH PDL 0 20 0 10 20 40 = JOB NO.: FILE NAME: Q 8066 066-DS-S-DRAIN-PH0 0 cn GRAPHIC SCALE REF. C5.6 w 1 inch = 20 ft. Horizontal NO.: SHE 26 OF 43 z g a^yam �\ \ o c� 8"W DAYSPRING ��BSS t N \ \\ Z cam' o�ti2 -SUBDIVISION N0. 1-$s ��• o> s 5 o O N o LL 0 -a - - s PI-< A Lj BLOCK 07 \\ \\ P v CD 2C \\ \\ o v> S Q 5 NP��\ \ Q EX. SSMH 1.19 \ \ O "BLOCK 08 I \ \ 16C I \\ \\ I I \ FEET n n J 60 0 30 60 120 / I Z SSMH 2.01 \ \ Lu " \ \ GRAPHIC SCALE f 1 inch = 60 ft. Horizontal Z O N a \ \\ M \ \ Q Z 00 SSMH 2.02 \ \ W 1) I I20 s2: O "" V) I04 \ \ N +� ssco 2.01 FAIRBOROUGH'D SSMH 2.03 \ \\ ❑" o cn 00 FUTURE PHASE s'ss \ \ (D w + I NOT A PART w ' ~ 0 ,olo� \\ ❑ Z m \ a a I a " A FH 2.01 2 � la ° Mo \ Z ri n n n i AOf i �❑ I la I N Z Q ❑ W = Z A I I \ \ mQ A SSMH 2.04 \ \ SSCO 2.02 \ \ 4 PI - - 1 - - a•,PI - _ - - • " I a BLOCK 07 d \ \\ z SSM oH 2.05 FH 2.02 ❑3 \ \\ \\ U la I ' ' SSMH 2.09 . BLOCK 10 \ \ w 0 / + _-Z �- SSMH 2.08 I ❑2 I ❑3 I ❑4 I ❑5 I i ❑ I ® I 9 I 0 SSMH 2.06 / e w 1 C FH 2.04 " FUTURE AV❑JY SITE \� - - - - SSMH 2.13 z e•w ew _ W C�OSSRIDGE ST . . e'ss � < e'ss < �� < SSMH 2.14 s BLOCK 09 / .� / \s�� s'ss < � la 1C / SSMH 2.07 vy- N w a ❑ - \ ❑ � 1 /Q\ SSMH 2.16 SSMH 2.10 SSMH 2.11 SSMH 2.12 / \ FH 2.03 \ / w Of N SSMH 2.33 SSMH 2.17 °I ❑ I I 0 1 ❑7 1 ❑8 I 9 � a SSMH 2.18 C � _ _ _ _ _ \\yam' 14C TRICIAS CROSSING N SSMH 2.19 g"PI- - - - - - - I - �9 \ FH 2.05 O \, SUBDIVISION NO. 3 _ SSMH 2.34 BLOCK 14 ® ELLa F O Q 11 Q /e4 ❑ - / / Q � \ ) z 1C I I BLOCK 15 13C \ SSMH 2.20 ° / a / ozZ ❑ 19 1 18 17 I I 15 I ❑ I \ °' o FH 2.09 \ C - _ I BLOCK 15 16 20 I I ❑ 14 ❑ \ SSMH 2.15 _ O U SSMH 2.26 SSMH 2.28 SSMH 2.21 o 'A2 / 0�C'��� II y EX. SSMH M co o ° � 9� \ / u, I W AURA DR � v, IW cc _ CN w / 'O FH 2.08 q�S \\s, '9� \ i/ �� 3 - - �� / \• 2 o - - - - - - _ �i- - 2.25 SSMH 2.27 3 FH 2.07 SSMH 2.29 ® FH 2.06 s • Z ° k I a CD s z z �/ i BLOCK 13 I Z BLOCK 12 SSMH 2 SS .30 / MH 2.31 s `w z SSMH 2.22 s•4/ 2 3 I \\ / ❑ < �� \ �� / I ❑ I A I ❑ I 1 I BLOCK 11 j SSMH 2.35 �� \ / 7 SSMH 2.32 I ❑ \ Ld Ld LLI z SSMH 2.23 - - SSMH 2.36 ` z FUTURE PHASE d � 1 \0 J 1 SSC 2.03 1 I I 1� SSMH 2.37 SSM 2.24Q I SSCT 2.04 � , DATE: SCALE: 02/11/2026 1" p,LLE`( F SSMH 2.38 _ - I - - o DESIGN: DRAWN: (PggUC� I I ALH JBS cc 1 1 JOB NO.: IfFILE NAME: o I FUTURE PHASE 1 _ _ 8066 8066-DS-S-UTIL-PH02 SSMH 2.40 Ln SSMH 2.39 -- FH 2.10 � I I I " NOF� C6.1 j SSMH2.41 SSCO 2.05 I - - I I NOES 27 OF 43 DAYSPRING \ \ j SUBDIVISION NO. 1 I \ \ �� O 2 t� \ \ �. y6 ow W F7,OWMILLS DR \ \ J r O S w M \\ \ p \ \\ Q Q0 � \\ \ Tn > rn Q Q C6.2 I \ \\ y0 W FAIRBOROUGH DR I \ `1L \ I � \ T A NOT A PART FUTURE C6.12 PORT I PHASE Z Lu DAYSPRING BLOCK 07 SSMH 2.01 S1 SSMH 2.02 S1 FH 2.01 \\ \ a w2 \ _ I SUBDIVISION NO. 1 2C / EX. SSMH 1.19 S2 O j � 10 LF-6" I Z C6.8 r_ — -- \ \ ' M / w \ 00 i a z Q © O \ W 0 1 � w I� N N W3 _ — W3 — — Owl — — ' C6.3 C6.6 C6.6 57 LF U W CROSSRIDGE ST W3 t2"w 60 LF M«Z1 114 LF M«z1 M a� M. l 223 LF M«a� _ Q Z � 60 �F 12 w o N DAYSPRING WAY SSMH 2.03 S1 ~ w C6.7 TRIG A � W5 2"w W4 0 — 13 — W4 - - I W W �T I CROSSING W a O P 1 W C6.8 Ai I SUBDIVISIO O p g•y-s < h SS,8 «-SS,8 < ss,� < cn Z = �i ` rn o sS,8 < Ss,8 < SS«g J � 9� N0. 3 � � � p O 1 w b 11 8 sS 173 _ _ 177' — — W4 90 IE O N ass 176 N C6A ' r <v� .i.Q C6.11 0 � WN H$SS S3 - 0 0 w � Gyr ZmC 'CO, + C6100 N Z $ss w 0 C6.13 �\� • Z 5 1� BLOCK 08 m I LOCK 09 ' C6.5 0 Q � I J o I 1C ° 16C A o Q la cn 3 / Id.9 Id,.9 id..9 3 FUTURE Z C6.14 _ PHASE C6.12 I r� — Id_9 — Id 9 — — — Id..9 Id 9 _ _ I 0 r SEE SHEET C6.12W mp —� Z M A FUTURE PHASE ALLEY F (PUBLIC) PHASE w 1 FUTURE PHASE Iw 100 N SHEET INDEX - r N.T.S. n n Z 1 1 I 4 W 1 II PLAN VIEW. N DAYSPRING WAY N. 41 STA. 10+00 TO STA. 14+50 Z SCALE: 1" = 30' LO m o SEWER KEYNOTES S1 60" 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. S2 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. FIELD LOCATE AND CONNECT TO EXISTING SEWER MANHOLE, CONTRACTOR TO 2545 2545 VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. ADJUST RIM TO FINISHED GRADE ELEVATION. Z z O z31E v S3 EXISTING SEWER MAIN TO PROTECT IN PLACE. rn z o 0 of U 04 00(n Z I N M [V N N , N :rai i MN II II � N C7 00 (3i o +Cn Z Z 0 O) r- 00 CTi � (D N N _ Lr) 00 173 o � (V 04 O M N 11 N _ +°,�,° N ^ N ~ o +00 z EXISTING GROUND N z z z WATER KEYNOTES N �`Nzo E;� zo = NNzz AT SEWER cncn� o00000 d N > > d W1 12"x8" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND 2540 w � '_ Z Z N N� co — — — — — — — — — — — — — — — — — — — — 2540 THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER (n (n o-co 00 — — — — — COM STD DWG W11. m co — — — — — — ' W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. r — — — — — — — — — z PROPOSED GRADE W3 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. a AT SEWER POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON o 12" STORM SHEET C1.1. LO 00 o DRAIN CROSSING a 12" STORM < W5 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING CDDRAIN CROSSING 12" WATER LINE. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION 2535 O Z 535 PRIOR TO CONSTRUCTION. w 12" C-900 WATER MAIN W6 EXISTING WATER MAIN TO PROTECT IN PLACE. N � EX. 12" WATER z cv � O + + N It Cl) co O U Q W O Q 2530 w w L,J Z — H Z 2 J T Uw O z I.- Cn O U o + > o T z o - Q o 2525 2525 Z Q m m z cn w z z Q Z cCD z z 257 L.F. 8" PVC ® 0.42% FEET z ~ 2520 126 L.F. 8" PVC 0 0.42% 252Q 30 0 15 30 60Of j 54 L.F. 8" PVC ® 0.42% C 54 L.F. 8" PVC ® 0.42% Ld w EX. 8 PV o GRAPHICALE � 0z 1 inch = 30 ft. Horizontal Q FEET CD 3 0 1.5 3 6 z Z z z GRAPHIC SCALE DATE: SCALE: 2515 2515 1 inch = 3 ft. Vertical 02/11/2026 1"=60' 10 11 12 13 14 DESIGN: DRAWN: 0 ALH JBS co PROFILE VIEW: N DAYSPRING WAY JOB NO.: FILE NAME: STA. 10+00 TO STA. 14+50 sobs 8066-DS-S-SAN-WAT-PH02 HORIZONTAL SCALE: 1" = 30' REF.w VERTICAL SCALE: 1" = 3' NO.: C6.2 SHE 28 OF 43 DAYSPRING SEE SHEET C6.6 F7 SUBDIVISION NO. 1- _ \ \ ��' 0 7, n►� — I W BOWMILLS DR \ \ J M O Z to \\ \ _ \ co 0 0 I I >- 0 -j w� c� IBLOCK 07 o r C6.2 1 `W FAIRBOROUGH DR I \ L \ P ` r f�Tl I BLOCK 14j F \ id"sue C6.12 NOT A PART NOT A % FH o 2 + 3 Is FUTURE \ J \ J PHASE I \ \ Q PART 10 LF-6" I \\ \\ H // 2C Lu W3 W5 W4 o W 1 C 4 \ \ f / W1 N N. Q ❑ ❑ o \ \\ Z \ z 34 LF a_ \\ \ N 28 LF � \ � M,lL id r C6.8 S1 SSMH 2.04 W3 J pp �E a N D SSMH 2.33 S1 \ `s Q \ \ M o_� 41 �-F Mz` � - - 6 17s AYSPRING o - aCROSSING WAY Z a Z 00 / S1 SSMH 2.05 W 0 SS" N ot S>4 t_SS,8 Z� W5 55g-- 169° - - 3 C6.3 C6.6 N � CF © C6.6rn 15Z` 55.$ l5 - SSMH 2.06 S1 W5 M`Z� W CROSSRIDGE STZ` M F ^�. f RCA �/ 106.8O vi p7 Mp o. � / - W3 -w./ W5 SS,B 1 0OO p� / C6.4 N BLOCK 09 SS,g V • o to 00 FUTURE \ \ � \�� �oqr 9���� C6.11 1 ( W ; o N / ` �(/ ��1N0 0 so Fro W AURA DR Z .� H : / _ w OE ,� C6.9 C6.10 moo`s,P Z w 0 AMENITY SITE �� c�� v C6.13 Z rn US 40 C6.5 Q m J FUTURE C6.14 \ J 3 �a 9 PHASE C6.12 Z I �/ O FUTURE ° Z M PHASE ALLEY F (PUBLIC) PHASE d � PLAN VIEW: N DAYSPRING WAY z STA. 14+50 TO STA. 19+00 SHEET INDEX n 0 SCALE: 1" = 30' \ _ / N.T.S. �I �- Z �I W = Z a � \ Q cn � 2550 2550 m SEWER KEYNOTES S1 60" 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. w ) w O r'� Ln z 254 z z Ln 2545 NNN 04 Z N � O O0V M N N � N s o°° o ° = WATER KEYNOTES M O O +� Z O N O 04 N > > > M 0 0 Z O U r,N z z Q z z N z z z �; N » W1 12"x8" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND w ii �„ _a �„ �„ EXISTING GROUND = Z Z THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER NN� 00 � """� 0000 - - - - - - - - - - � ATSEWER � NN� 0000 COM STD DWG W11. — — — — — — — /I �— ' — — — — — — — — — — — — — — — W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. — _ _ — — — — — — — — — — — — — — — �� W3 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Q 2540 — — — 2540 W4 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. PROPOSED GRADE m co AT SEWER W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON r SHEET C1.1. z uj 6" PIRR 12" STORM a CROSSING DRAIN CROSSING N O w Q LO � � 12" C-900 WATER MAIN o N LO i 0O - w t t (6 T- T- (6 N UQ QU O ° W U) � W CD = Z Z = U) — U) N W = 2 w O Q wU IUW O = (0 U) Q � o LLJ Z o O LL-� � z 0 z CD o LO + > o Z — Q T Q 0 2525 2525 z Q m m z w Q � 108 L.F. 8" PVC ® 0.42% 236 L.F. 8" PVC @ 0.42% cn �39 L.F. 8" PVC ® 0.42% _ ¢ _Z 0 49 L.F. 8" PVC ® 0.42. cn 257 L.F. 8" PVC 0.42% CD Z FEET Z L•L ~ 2520 2520 30 0 15 30 60Lli Of (/) i U Q Cnw GRAPHIC SCALE >-z 1 inch = 30 ft. Horizontal Q FEET CD 3 0 1.5 3 6 U-- En GRAPHIC SCALE DATE: SCALE: 2515 2515 1 inch = 3 ft. Vertical 02/11/2026 1"=60' 15 16 17 18 19 DESIGN: DRAWN: 0 ALH JBS cc PROFILE VIEW: N DAYSPRING WAY JOB NO.: FILE NAME: STA. 14+50 TO STA. 19+00 sobs 8066-DS-S-SAN-WAT-PH02 HORIZONTAL SCALE: 1" = 30' REF.E VERTICAL SCALE: 1" = 3' NO.: C6.3 SHE 29 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 \ \ z Cj� O 2 t SEE SHEET C6.5 W BOWMILLS DR \\\ \\ 0-1 J U _ Ld o C� Z I c6.2 \\ \ �yo s ���' BLOCK 14 19 FUTURE P W FAIRBOROUGH DR I \ \ 1c J }� °° PHASE ��o \\ Ln a• Z \ FUTURE C6.12 NOT O RT \\\ y�� \\\ 3 J PHASE \ \ N`J v J W 0 o Q 14.0 °D < \ \ W c� rn `� `� N ° . . . . \ \ Z N / W5 U Q C6.8 \\ < ss.a ss.a <�ss.s < s a r_ \ a Z � w � _ _ N DAYSPRING WAY SSMH 2.34 S1 �� w DEERING DR Z — -- \ W I o W5 = Z N 220 LF 51 LF 32 LF 29 LF \ W 0 (n — M.11 M.11 M.11 M.11 M.11 n w = M.zt ,38 lF C6.3 C6.6 C6.6 LU Cn — W2 W4 W4 W5 \ W CROSSRIDGE ST LJ Z Q M`Z1 38 '� C6.7 I TRIO A } c � p cn ti �F ti CROSSING ' W3 FH 2.09 `? W4 \ C6.8 ���,� I SUBDI. 3 � C p p W1 9 N0. 3 p 0 STA. 19+54 10 LF-6" o Q 4f N O LEN. 44' u11\\ — W4 38 to D *'INV. 2532.50 J C6A � C6,11 : � O N 9 \ m \ W4 � �\N 0� q2" `P�9 W AURA DR �� I Z � .i H �z� W8 w oEE c s��% C6.9 C6.10 m��� w o BLOCK 09 \ J W7 c/yy9 9 C6.13 Z >, FUTURE1C C6.5 Q a) a AMENITY SITE \ W4 W6o FUTURE C614 J 3 • PHASE C6A2 Z I U' O FUTURE I I Z_ r i ALLEY F (PUBLIC) PHASE � �xso W FUTURE SHEET INDEX PLAN VIEW: N DAYSPRING WAY/W DEERING DR PHASE N.T.S. I u uZ, STA. 19+00 TO STA. 23+50 SCALE: 1" = 30' = z a � L Q cn � m o SEWER KEYNOTES S1 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. S2 4" SEWER SERVICE PER ISPWC SD-511 Q 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. 2550 2550 Z O U WATER KEYNOTES w 0 W1 2" SINGLE SERVICE CONNECTION WITH 2" METER AND METER w SETTER PER COM STD DWG W4. w Z v W2 12" TEE WITH 2-12" GATE VALVES AND THRUST BLOCKING PER i r i ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. a 2545 C N N 2545 N W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. m �� a co r7 +� z p N 04 N W4 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z N z z W5 uj POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON a � �0:� 0000 EXISTING GROUND SHEET C1.1. LD PROPOSED GRADE v AT SEWER EXISTING GROUND o � AT ROAD AT ROAD W6 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER Q n — — — — — — — — — — — — — — COM STD DWG W13. o — N — — — — — — — — — — — — — _ _ _ — — W7 TEMPORARY WATER EASEMENT. CD 2540 2540 w CN Of W8 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. PROPOSED GRADE M AT SEWER _ N 0 X 1 12" STORM DRAIN O o CROSSING E O O M rn (� 0 0 � Z cD 12" C-900 WATER MAINOf O Q w � QO o W w 2535 W Ill Z — Z J Z + wv � N z Q � Q � w �_ 0 z Ln ui� � � (~ Q 0 O co 2530 2530 Q Q m co o N __j o w Z CD F—_ > Q FEET Q 2525 2525 30 0 15 so 60 Z w 236 L.F. 8" PVC ® 0.42% GRAPHIC SCALECD 0 Q z 1 inch = 30 ft. Horizontal FEET CD 3 0 1.5 3 6 GRAPHIC SCALE DATE: SCALE: 2520 2520 1 inch = 3 ff. Vertical 02/11/2026 1"=60' 19 20 21 22 23 DESIGN: DRAWN: ALH JBS cc PROFILE VIEW: N DAYSPRING WAY/W DEERING DR JOB NO.: FILE NAME: STA. 19+00 TO STA. 23+50 sobs 8066-DS-S-SAN-WAT-PH02 cn HORIZONTAL SCALE: 1" = 30' REF.w VERTICAL SCALE: 1" = 3' (NO.: C6.4 SHE 30 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2 � \ \ O 2 p ti6 CL ow W F7EOWMILLS DR \ \ J M O s w _ SEE SHEET C6.4 O U r W A I � � W FAIRBOROUGH DR 0) P W Z N S \ 0 C6.2 \ \\ 0 ��y s �� Q S I \\ ` L a \\ O P� r�-W-- � r I BLOCK 14 \ Q ❑ 0 BLOCK 09 * OD 11 ❑ \\\ o�9y \\ o C o I C6.12 NOT A \ yea \\ NI N A - - - - FUTURE PART \ \ Q 5"PI 6"PI 6"PI ❑ PHASE N 6'p, I \ \ Z Lu Z \ P= w \ 6"p/ < \\\ \\ I � w 14.0' o a SSMH 2.35 S1 z \ \ Z A w5 + - - N W - - W4 _ _ \ 6 p� C6.8 \\\ \\\ W1 I W4 SSMH 2.36 S1 Z r- _ \ r) 00 12"W 12"W 195 LF 12"W 12"W FUTURE \ Q Z FUT RE 90 _ - - N DAYSPRING WAY - 76 LF 12-W PHASE w AMENIT SITE 10 11 12 o cs.3 C6.6 C6.6 I 8"ss < 8"ss it, 81ss 81ss 8"ss < Gj 68 \ n 8"SS 13 12 W4 \ W CROSSRIDGE ST Z 5 " �' SSMH 2.37 S1 C6.7 TRIC A v a) 'y I CROSSING } O I e•� ?•y 2 SSMH 238 S1 C6.8 ���, I SUBDIVISIO � � ��,' O O W2 . Ti n G� 9� NO. 3 d' O O o SSMH 2.41 S1 9/ U ±' N SSMH 2.34 S1 �6S W 28��• W38FLF260 06.4 _---- �9 C6,11 • U (n O w 0 5 W4 0� �q�So ��P�90 W AURA DR C6110 �� I Z Lu 3 o FUTURE �;- 2�' 90 e• �Q S3 w �c � Z o LF S4 Q� �i �q� C6.9 v� C6.13 j�� Z w 5 PHASE F�� J�� �66. ��o C6.5 or • J a) W6 0 d cn FUTURE Z C6.14 I \ J • 6 7 �� 5 PHASE C6.12MO J _ 2 4 FUTURE Z M SEE SHEET C6.4 0 ALLEY F (PUBLIC) PHASE rx S2 SSCO 2.05 W 's SHEET INDEX ❑N.T.S. ZW PLAN VIEW: N DAYSPRING WAY FUTURE STA. 10+00 TO STA. 15+00 PHASE = Z Q � SCALE: 1" = 30' m of o SEWER KEYNOTES S1 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. S2 "T" TYPE CLEANOUT PER COM STD DWG S1. 2550 2550 S3 22' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. Z S4 TEMPORARY SEWER AND WATER EASEMENT. _ 00 a_ M co _ Z � Lo co u') UO 04 N N _ N C, N W �MN N II NOON II II p w N N ao cO N II II ~ O r7 II ao � �O ^ N M +M Z_ Z =p +� Z p p +Mp W O N 00 N N �_ N �_ (V �_ `N N M O N N Q N Z Z Z a N Z Z O Q j Z o N 4- N F- +� ��_ - - N M._ M= WATER KEYNOTES M ^O N M O N IZI 0V M u") > > N N Of 00 00 00 (n (n 0_ 00 00 fn fn�00 LO O �N 2545 O N N M + z o N M N j > N F- Z Z 25ft F45 W1 12" TEE WITH 2-12" GATE VALVES AND THRUST BLOCKING PER o `N _ `�'cn z z N 1 z z v' v'0' 00 00 ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. m cn cn 0_ 00 00 O CV O N m cn E 00 00 W2 12%8" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND = II z z THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER ((„ _ - PROPOSED GRADE w C' C'0c 00 00 AT SEWER COM STD DWG W11. - - - - - - - a > - - - - - - - - - W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. N - - - - - - - - - W4 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. �_ Q - - - - - EXISTING GROUND z AT SEWER WS POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON o N 2540 2540 SHEET C1.1. 0 00 W6 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER OCOM STD DWG W13. N C E 12" C-900 WATER MAIN + C) N o Q C5 2535 - 2535 W o J (/� N - CD LL- Z z l O 0 �z U o Ln � o u +Z O - Q 0 2530 - 2530 Q co co Z m m NLLI Q _ Z_ 0 z CD O FEET Z 2525 61 L.F. 8" PVC ® 0.42% - n ~ 54 L.F. 8" PVC ® 0.42% 2525 30 0 5 3o sa Z �+ 0 Of 193 L.F. 8" PVC ® 0.42% 25 L.F. 8" PVC V 20 L.F. 8" PVC ® 0.42% 0- ❑ 32 L.F. 8" PVC ® 042% GRAPHIC SCALE Q � H © 0.42% 1 inch = 30 ft. Horizontal Q c Q FEET 3 0 1.5 3 6 CD z z >_ GRAPHIC SCALE 2520 - 2520 1 inch = 3 ft. Vertical DATE: SCALE: 10 11 12 13 14 02/11/2o2s 1"=60' co DESIGN: DRAWN: CD ALH JBS PROFILE VIEW: N DAYSPRING WAY JOB NO.: FILE NAME: STA. 10+00 TO STA. 15+00 sons 8066-DS-S-SAN-WAT-PH02 c HORIZONTAL SCALE: 1" = 30' REF. C6.5 ~ VERTICAL SCALE: 1" = 3' NO.: w NOES 31 OF 43 Z O qq U N D �- DAYSPRING SUBDIVISION N0. 1 \ \ z ' 0 2 W BOWMILLS DR \\\ \\ J y0_ _ \ 0 0 r U \\ \\\ N �� rn �P czwa \ \ 0 `� Q C6.2 W FAIRBOROUGH DR I \ ` L \ a \\ �O'� \ o NOT A \ �� ' C6.12 PART SEE SHEET FUTURE \ PHASE I \ \ J Z *Go I ❑ 1 I r \ \\ W � I SEE SHE I � Q \ \I I � � � f I N 1 ET C6.8 BLOCK 10 ❑5 I I I Z \\ \\ Z I I BLOCK 07 ❑3 II r 3I I 3 I S3 r C687 o \ � $ 5+ _ M LEN. 41'- FH 04W4 W1 Z 00 S 2 STA. 15+09 NV. 2535.7 ` \ I I LEN. 10 LF-6" W FUTURE i 14.0' - _ S I S3 STA. 14+5= INV 40 N y{ C6.3 C6.6 n o I O 2536.0 y o C6.6 AMENITY SITE _ _ 40 W1 m c 3 (n LJ J \ '_ - `° 1 STA, 13+99 INV.N2536.3 z CD fit W CROSSRIDGE ST Z 00 = w 2C I S3 LEN. 41'- 8 = 01 T1 6 a) W2 w 1 C STA. 13+42 - INV 2.g36.6 » r (n ,y C6.7 I CROSSING } C � 0 I I W N + I o Q S1 SSMH 2.07 LEN. 41' W1 3 z = C6.8 �� I SUBDIVISIO v) 0 w OL10 I °° 3 g»W ro INV. 2536.8 S»w W7 W8 1 (n m c9� NO. 3 p 0 I i s w - .j -•1 9/ N N W7 8"►y 132 �F W6 w N 3 S w p� N } - n � W� � 7�71 n S1 SSMH 2.06 $ 5 w »��� 1111 - 8 W p W 6+ 0 W5 I » gw 280 LF W7 W8 - 115 s - a»s�� e 3 ao i C6.4 --- -- �9� C6.11 U �. O �"SS _ _ Gr W7 0 8 W W7 �, 8 55 O I I ��s»ss 48 LF s»w w3 W6 s w W CRGSSRIDGE ST�� <�-a» ��� 3 cn _ RAN 9 s9 I w p G OR 2so W AURA DR Z cn � BLOCK 09 / ��� - �F - 4 W OEM �'ti C6.9 C6.10 O�vQ W C) f? 118'ss 12�^ ad s"w 30 LF 22 sn W8 1<�a"s� ' 9 m� Z S"Ss N $TA. 15+89 �vy� C6.13 �\�� • Z L- 8 _ » < C6.5 Q a) 27'_ 1C S e"sS 163' 13 <�83 j 3 N $TA. 15+34 W1 -LEN2535.6 o> J t 8" S2 SSMH 2.11 _ 27' INV• I d N 14+79 - LEN. S3 FUTURE C6.14 3 I / A 3Q L N 27' I INV. 2535.9 1 ' PHASE C6.12 Z M 1C o w I 3 N t14+:2�� INV. 2536.2 S3 I I _O I N I � S3 ' FUTURE n n n Z M a N W1 STA. 13+69 INVN2536.4 I II I"I I"I II Q to + STA. 13+14 O - LEN25367 S3 I ALLEY F (PUBLIC) PHASE Lu INV S3 1 1 I /�n W 27'- O W Fsy� BLOCK 14 INV' S53j0 I I BLOCK 15 0 SHEET INDEX v 0 F I Z F , I o rCb' �2 I I N.T.S. I I W � � 1 SSMH 2.10 S2 Z I a I¢ Q n Q I A Z m 1C m - S �L SEE SHEET C6.8 - �- SEWER KEYNOTES S1 60" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. PLAN VIEW: W CROSSRIDGE ST MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL STA. 10+00 TO STA. 16+00 WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. SCALE: 1" = 30' S2 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL 2550 2550 WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. z 0 S3 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. Of U N W v�� w WATER KEYNOTES (V N N ^ W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER N rn �.r- N N N u "' SETTER PER COM STD DWG W1, W3, AND W6.. Q N co00 � O M(V II Z Z 11 11 p O 0�0 N II 00 2545 ,n N C'4,n +N �, 2545 W2 12"x8" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND O Cn N N N M Q p Z Z Z = N z M N � THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER 11 u � N � - d - u COM STD DWG W11. } p +O Z Z (n (n Q_' a0 a0 a0 tNi) (~!1 ao +C Z 0 Z `" o N > > > PROPOSED GRADE EXISTING GROUND `" = u z z z = `" 'z 'z W3 8"x8" CROSS WITH 3-8" GATE VALVES AND THRUST BLOCKING Q N N /_ \ AT SEWER AT SEWER I N ��- - PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. � V) 00 00 _ I _ FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. � rCN LO - -- - - - - - - - - - - - - - - - W5 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. o N z I W6 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. w C 2540 2540 Of 00 W7 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 < I ON SHEET C1.1. 6" PIRR °' CROSSING W8 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 O O ON SHEET C1.1. + wh= 8" C-900 WATER MAIN O+ � N O Q � CO U CO w LLI � 0 � 2535 W Lu _j C/) o z = = w C ) z � � Z 00 O Ln I 0 + o o I Q 0 ` m 0 2530 2530 Z Q m 0 CD N (/) V) LLI N C/) z o I � CD CD 228 L.F. 8" PVC @ 0.42% Q I � 226 L.F. 8" PVC @ 0.43% FEET i 2525 0 2525 30 0 15 30 60 o V) w % w ego ® a C/)O Q CO GRAPHIC SCALE 0 z LLI 185 L.F. 8" PVC @ 0.42% 1 inch = 30 ft. Horizontal U z FEET Z 3 0 1.5 3 6 GRAPHIC SCALE DATE: 17"=60' E: co 2520 2520 02/11/2026 1 inch = 3 ft. Vertical o 10 11 12 13 14 15 16 DESIGN: DRAWN: CD ALH j JBS PROFILE VIEW: W CROSSRIDGE ST JOB NO.: NAME: STA. 10+00 TO STA. 16+00 8066 JFILE 066-DS-S-SAN-WAT-PH02 Ln HORIZONTAL SCALE: 1" = 30' [NEK G w VERTICAL SCALE: 1" = 3' C V.G SHE 32 OF 43 DAYSPRING SUBDIVISION N0. 1- 0 W BOWMILLS DR M \ \\ Q Tn C6.2 I \ \\ y0 P��Q- / W FAIRBOROUGH DR I \ ` L \ BLOCK 10 12 \ i \ o S2 I 3 / FUTURE T A C612 PART STA. STA. 1188+00 I S2 \ PHASE i \\ \\ I U J J I LEN. 42' 0 / \ ST / \ INV. 2534.5 INS-N.141.43 / ♦ r \\ \ W S2 / ♦ \ \ u f 534 3 STA. 18 0 \ \ Z E91 \N`1 / W6 W5 ' W W1 LEN, 419g / 4� \ \\ N F7 I ��b cL , l IN 2534.0 14C NOT A Q C6.8 \ \ - co / (n 43 LF W / / o - _ \ r) \ S21Akti� a""' a"w`� 3 N ♦ PART Z r \ Q Z 00 �1 0, Si SSMH 2.14 ` ♦ \ W 0 W5 �F �� W7 cn / 46 W8 W7 8"w W7 1 v� v� O W4 FH 2.05� �g / C6.3 C616 • c C6.6 m / W CROSSRIDGE ST C 5 8 �, �BSS ` ^ 16p LF 8"w 10 LF-6" S5 TRICIAS CROSSING / z_ a) 41 15= 168' `�8• Uj W7 N ♦ l C67 I TRICA } 6 O / 19 SUBDIVISION NO. 3 2 CROSSING - •• W5 0 s2 �L 5 l /Clq WAY 8 w ♦ C6.8 �n, I SUBDIVISIO W vi o \ tP'16k�1g`L e� W7SSMH 2.13 S1 _ ` 8 SS\ ` 13 LF W5 o c9� NO. 3 0 213 8 �` N 8 20 8.w 39 LF �� �, W6 W6 C6.4 �J</ • o 6- Ob e SAP' 25 \ _lam 29 ♦ 2 9�, CN C6.11 U O �1 S1 SSMH 2.12 \FN' ��� o Q • Le" w �q GJ I Lu W8 f �/ \ \101-25 13C 8 ` w 1 " ���\N��� rsOpi Fro C6.10 �`�� w S Q SS W AURA DR Z s S2 / ® `��8 s W7 174 W9 w_ W 0 �c� C6.9 v C6.13 � Z 0 S ����� W7 S • / 21 1 ho w_W qr Z 51 \ BLOCK 15 5 / C6.5 • Q a) S , , /J W7 ---le"SS�� EX. SSMH S3 _w_ o r J t J� $� \QCF' 6ko,°' \ 12 ° y . \ \ ♦ S4 � d 3 Z C6.14 l J • OSS� •��5� \ ��\ � � \J 174'-s� ss "' FUTURES/ ,D G� ���05 \ ` 3 ss 22 PHASE C6.12 M W7 %P I ALLEY F PUBLIC FUTURE n n s `/ \ ` ® J SSMH 2.15 S1 C�,` ♦ SD PHASE I I W �j '� ,` W s 2 tit' N, 11 v, Z y •gs �rak I W - �,5�:5 SHEET INDEX S T N. ��Inuuunuuun��I Z s2 . . . ♦ W go \\ SEE SHE ♦ m PLAN VIEW: W CROSSRIDGE ST/N TRICIA WAY ET C6.14 I� Q, BLOCK 11 ♦ NOT A SEWER KEYNOTES STA. 16+00 TO STA. 22+00 // 2 PART S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. SCALE: 1" = 30' MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. �° ♦♦ S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. S3 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. FIELD LOCATE, CONNECT TO EXISTING SEWER MANHOLE AND RECHANNEL SEWER 2550 2550 BASE. CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. Z 0 S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. 3= 0 S5 EXISTING SEWER LIFT STATION TO BE ABANDONED PER CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. o Z w WATER KEYNOTES CD N W1 1" DOUBLE SERVICE CONNECTION WITH 3/" METER AND METER Q 2545 - (0 C6 2545 SETTER PER COM STD DWG W1, W3, AND W6.04 04 Cd o � �' OLo N u = + N W2 1" SINGLE SERVICE CONNECTION WITH 3/" METER AND METER m rn N M b �� N N C 4 z SETTER PER COM STD DWG W1, W2, AND W6. r n N O U oLO � N � �N N u � ,N N = `"`��' z_ z_ w N� z W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER a r' +ai z =o -"' u ~ rn N `� N ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. 0; r-L +r z d N z o EXISTING GROUND `n `n� 00 0O N Lj m Q Z Z = z Z N 0+0 N j AT SEWER - - - - - W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. cn �__ � a� � allZZ _ _ - - - a � cn cn 00 00 CA Cnn E 00 00 cn - - - - - - - - - - - - - - - - - - - - - - - - - - cn cn� 00 0o - - - - - - - W5 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o co 2540 2540 W6 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. w Of W7 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET M N 6" PIRR CROSSING W8 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON O PROPOSED GRADE z SHEET C1.1. O AT SEWER N CO CO 00 � z W9 CONNECT TO EXISTING 8" WATER LINE. CONTRACTOR TO FIELD ° c0 VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. O Q V Q REMOVE APPROX. 12 L.F. OF EXISTING WATER LINE. _ Q O Q o WWI 2535 �1 EXISTING WATER MAIN TO PROTECT IN PLACE. L� 3:: O Z N = Z 8" C-900 WATER MAIN J + = W2 LL- Q (V Z Z < � a � � N 0 z Q U) Q Q N Q\ 2530 2530 z 0 N 49 L.F. 8" PVC @ 0.42% EX. 8 PVC O m LLI251 L.F. 8" PVC @ 0.42% �, +cn !! ^^ z � V z 0 228 L.F. 8" PVC @ 0.42% (n 34 L.F. 8" PVC Q Q r-) c? 37 L.F. 8 PVC @ 0.42% @ 0.42% FEET 2525 2525 30 0 15 30 60 �--� (/) U z Q � N I GRAPHIC SCALE z 1 inch = 30 ft. Horizontal j I FEET CD 3 0 1.5 3 6 z N GRAPHIC SCALE DATE: SCALE: 25201 1 1 1 1 1 2520 1 inch = 3 ft. Vertical 02/11/2026 1"=60' 16 17 18 19 20 21 22 DESIGN: DRAWN: 0 ALH JBS cc 01 PROFILE VIEW: W CROSSRIDGE ST/N TRICIA WAY JOB NO.: FILE NAME: STA. 16+00 TO STA. 22+00 sobs 8066-DS-S-SAN-WAT-PH02 HORIZONTAL SCALE: 1" = 30' REF. u VERTICAL SCALE: 1" = 3' (NO.: C6.7 w SHE 33 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2 � \ \ O 2 p ti6 CL ow W F7EOWMILLS DR \\\ \\ O J O = LL O _U \ \ o Q � _j w _I_ 1 I S I \\\ \ \\\ 0 Q C6.2SEE SHEET C6.9 W FAIRBOROUGH DR 4 a7 low \\ O w, S NOT A W W Z ❑ 20 FUTURE C6.12 PART \\ y�J \\ J ❑ I rn PHASE I _ BLOCK 15 I \ \ H S I C I 9 Q \\ \\ W _ LLLJJJ x BLOCK 14 I STA. 12+52 ' _z \\ \\ Z I \ \ O N i7i �c W4 FH 2.08 } LEN. 42' / o ❑7 -c 11 LF-6" w INV. 2537.3 S2 18 r C6.8 \\ w w I W2 STA• 1,3 / o - -- \ rn W5 �, W511 2g W 0 A rn • C C6.3 «' W3 + 15 �F 8"w 8"w 108 LF 8"w 58 LF 1 W5 C6.6 C6.6 S1 SSMH 2.23 I 29 LF" co $ w L W AURA DR W6 S1 SSMH 2.25 "w W1 \/ W CROSSRIDGE ST Z a) I I Zn S TRIC 10 Imo^ �' W5 11 12 I I ^ - W6 A V 8 CF \ W5 / ,y C6.7 I CROSSING } O Si I I I S 8"SS <�8"SS < 8"SS < 81SS�< S a•w C68 � SUBDIVISIO W> �v cN O O N6 174' 81I SSMH 2.26 S S co W6 �Q 9 NO. 3 c _0 O I I J 8"SS J 8 X �9{ � N N I M N A o I I z 167 ! ^ C6A • cn CC),11 ° 0 13.5' C6 fV CO It,zj R�Nt;0� q�So P�9 W AURA DR I Z .i H Sl SSMH 2.27v�� W QEc �'i7G,� C6.9 C6.10 C6.13 �� Z w 0 � • Z >, V �/ C6.5 q� ❑o �� Q t BLOCK 13 Gj� o AZ d ' _ S ❑ C � FUTURE Z C6.14 9 • 3 _ _ \ PHASE C6.12 P'o n Z M _ / \ 1 / \ FUTURE �I I a FUTURE ALLEY F (PUBLIC)/ I I ❑ / PHASE W PHASE - _ i W SHEET INDEX c� PLAN VIEW: W AURA DR N.T.S. Z STA. 10+00 TO STA. 13+50 Iw SCALE: 1" = 30' = Z a � L Q cn � m o SEWER KEYNOTES S1 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. 2550 2550 9 4" SEWER SERVICE PER ISPWC SD-511 Q 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. Z O w Z � °° N WATER KEYNOTES 0 (V (V CO N 11 CO M 6' `" a N Wl 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER 1-1 6' 0i N N �' I SETTER PER COM STD DWG W1, W3, AND W6. O N `n `n II Q' M O�- N N � M 04 00 N N O I cV N (V O Z Z CD Lr) N NU-) NFI-1 N O II _ z z z n �o N F- N -N z 0 N �� z W2 1" SINGLE SERVICE CONNECTION WITH 3/" METER AND METER 2545 Q 'I [V N Z 0 (y cV - N N N--W W C4 N N > > _ N Z z N Z Z 2545 SETTER PER COM STD DWG Wl, W2, AND W6. a EXISTING GROUND = II z z � - - cn cn o 00 0 d� �„ �„ W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER AT SEWER M ~ot�-` ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. m cn - - - - - - - - - - - W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. r W5 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. a W6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON `D PROPOSED GRADE o AT SEWER z SHEET C1.1. Q 2540 < 00 2540III IIII 0 CN I 6" PIRR o CD 12" STORM CROSSING w ❑ DRAIN CROSSING 8" C-900 WATER MAIN � 00 N ? O LO C+M O Q0 L N + o Q 2535 I w w re) Q z = O o I= w J Z Q - Q �CD w �` Z z O O ❑ z (n 0 Ln Q o o > o 2530 CD 0 51 L.F. 8" PVC 0.42% 2530 Q 51 L.F. 8" PVC @ 0.42% Q + 0 co co 165 L.F. 8" PVC ® 0.42% m 0 65 L.F. 8" PVC Q m cc 00.42%CN V _j 0 w Q 3: V) j FEET CD 2525 2525 30 0 15 30 60 Q � Q 0 GRAPHIC SCALE =D v w1 inch = 30 ft. Horizontal W o FEET Q CD 0 3 0 1.5 3 6 w CD z GRAPHIC SCALE Q 2520 2520 1 inch = 3 ft. Vertical 0 10 11 12 13 DATE: SCALE: 02/11/2026 1"=60' PROFILE VIEW: W AURA DR DESIGN: DRAWN: CD cc STA. 10+00 TO STA. 13+50 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH02 cn i REF. u NO.: C6. 1 0 j w / SHE 36 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2 � \ \ 0 2 p ti6 CL ow W F7EOWMILLS DR \\\ \\ O J O = LL o _U \ \ o Q � w \\ \\ 0 ��y S�F �Q Q ► C6.2 C6 r0_ 1 W FAIRBOROUGH DR I \\ ` L \ a SEE SHE I \ \\ o�9y \ z ► 1 � 1 1 S ® C6.12 NOT A \ y�� \\FUTURE \\ \\ J PHASE I I \ \ Q ❑ 1d,.9� \\ \ Z BLOCK 10 1C r \ \ W BLOCK 15 ❑3 I < \ \\ u \ ❑ Z N � 0_ \ N m W4 FH 2.03 / Q C6.8 \\ \ r 14 LF-6" M- - \ J z Z a Z 00 W5 _ y \ W 0 13.0' W5 W6 o u, C6.3C6. • c 1 _ W9 Q 41 LF S1 SSMH 2.08 88 LF M"8 W3 W7 W7 � `" / C6.6 6 M'a 55 LF � \ WS \ W CROSSRIDGE ST Z N 0 T A S1 SSMH 2.09 W8 0 9 M"8 23 LFM.g 44 LF \ _ PART ; _ �� a N «g, 1 0 SSMH 2.07 S1 S2 SSMH 2.16 a C6.7 I CROSSING AG }Lu � 0 S2 SSMH 2.17 SO(F C6.8 � I SUBDIVISIO O 0 asa •8 IN ss"8 I N BARNSTEAD WAY `� 0 9� N0. 3 p O w o 171'- 173 3 W7 90• 0� SS,8 y h �n 13 '* x 1 3 SS,g W7 8 V�? C� 9� 4f N 10 s I _173' 0 . �. 1 S4 SSCO 2.02 oI N ► I \ 164• W8 �Q' V C6.4 • 0 to ao 00 . O �1 sip'. 10+g6 W2 � � � �� to \ � �/�/ G 0� a) sip'. �P� W AURA DR I ❑ Z LU .? H I ` LEN'2523a.1 N w ST v Gj� W ODOR\N f' C6.9 90 C6.10 0`��Q w p INN S3 w I LEN.12692 �V��40 C6 clvy� 9 C6.13 �� Z 5 I o r 1NV. 2536.8 Q- � 5 0 • Q t I c_'r J I I S3 W1 o d to a BLOCK 07 2C con; FUTURE C6.14 I �/ • ❑3 Q N ❑ / PHASE C6.12 Z I 0 BLOCK 14 3 ❑2 I ALLEY F (PUBLIC) PHASE ❑ a M°D W I I W z SEES � I ` Jv - 1 HEET C6.6 SHEET INDEX 0 N.T.S. ❑ Z W PLAN VIEW: N BARNSTEAD WAY QZ STA. 10+00 TO STA. 13+50 ¢ L � SCALE: 1" = 30' m SEWER KEYNOTES S1 60" 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. 2550 2550 S2 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. z 0 v^, S3 4" SEWER SERVICE PER ISPWC SD-511 0 2% MINIMUM SLOPE WITH v^ z STANDARD SERVICE MARKER PER COM STD DWG SW3. U �¢N04 N N Ld T" TYPE CLEANOUT PER COM STD DWG S1. w 0) � " 04 � (I NN U N cV ` 0) 04 c0 �0404 CVN M Ln O + O pO II = N Zp 00 (0Oq II � � N _ Co NN N ± N N `N O � > > N IZI II IIN CV 7 7 C Z - N NN 2545 o V) + D N 2545 WATER KEYNOTES z 0Oq II II (o (o 00 00 (o (o O_ 00 00 2 N N Z O + Z O Q PROPOSED GRADE ccii 'C-n-C'00'00'00 '00 = o Z Z N N > > Wl 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER AT SEWER M . N 11 z Z SETTER PER COM STD DWG W1, W3, AND W6. Cn co co 011- 00 00 v� W2 1" SINGLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. w - - - - - - - - - a 8"x8" CROSS WITH 3-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. o w 6" PIRR EXISTING GROUND z `O AT SEWER X W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. N o 2540 CROSSING _ 2540 CD CN° M 6" PIRR WS 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. °� (0 CROSSINGCN CD Of w 8 C-900 WATER MAIN DR STORM W6 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. DRAIN CROSSING z W7 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON z fC) SHEET C1.1. E (� W8 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON + Q U SHEET C1.1. N U j I j W9 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER Q 2535 W W COM STD DWC W13. Q Q z = 0 0 J W - W 2 J CD LU (0 Li O Z z O �_ 0 0 z O (� + 5 o 2530 2530 Q 0 Q o z m � N CD 03 Q w Q 37 L.F. 8" PVC Q 0:� ® 4.00% j 27 L.F. 8" PVC FEET ~ z In 0 4.00% 30 0 15 30 60 CD 2525 604. y 2525 F- Q Q B p�C ® " ® 2.15% 44 L.F. 8" PVC 400q L.F 8 PNC 215% GRAPHIC SCALE Lj / 75 31 L.F. 8" PVC z 02.15% 1 inch = 30 ft. Horizontal LI-I o FEETCD Q z 3 0 1.5 3 6LLI Q m CD z GRAPHIC SCALE z Q 2520 2520 1 inch = 3 ft. Vertical 0 10 11 12 13 DATE: SCALE: 02/11/2026 1"=60' PROFILE VIEW: N BARNSTEAD WAY DESIGN: DRAWN: CD cc STA. 10+00 TO STA. 13+50 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH02 i cn REF. C6■8 w NO.: �.7 / SHE 34 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2 � \ \ O 2 p ti6 CL ow W F7EOWMILLS DR \\\ \\ O J u = LL o _U \ \ o Q � \ % am) w / \\ \\ 0 �"y SAP�� Q C6.2 E� G6$ kg0 / W FAIRBOROUGH DR I \\ `1L \\ a O P SEE SNE S�P 13 1 - - SEE SHEET TC6.10 SSMH 2.18 S1 I cL-T \ 9y \ C6.12 NOT A \\ yea \\ W3 1 BLOCK 15 Q I FUTURE PART \ 1� I J C2 OD r I PHASE 3 I Q I \ \ Q ❑ 1C I \ H °4 1 1 3 I BLOCK 13 \ \\ W 1 I r Ir�I 1 W y I < \ \ LJ (/� I I cN 1 C \ \ r v S S2 S2 CO CD \ \ Z Z S Ilk1 I STA. 15+06 STA. 15+62 ii \ \ O N 0 S2 cNrN+ - - \ ❑ w� LEN. 40' LEN. 41' I C6.8 \ ❑ rn Q 11 W3 J z INV. 2537.3 Wl INV. 2537.6 + r Iv) w r Z \ Q 0 uj W 0 • 15� W4 o a- cn cn h \ S1 SSMH 2.19 •,¢ W3 N w 3 Si SSMH 2.22 I J l C6.3 C66 • - -I� / 3 j C6.6 m 78 LF (n„W 112 LF 8„W 13.0' _o W CROSSRIDGE ST Z ��• 59 IF 8„W W5 W3 "� `" S3 S4 C6.7 I TRIC A } O i Ln W5 W5 'lam CROSSING s 5 8„ 164 15 N BARNSTEAD WAY -so 3 w3 16 �� w 93 LF 28 , / C6.8 � I SUBDIVISIO O o 9� NO. 3 p O W2 tF W7 9/ +' Y K 8"SSI 3 h I8„SS - 8 ss W6 N N 4 N 178 ( (Jf) ► �n Cb - - - 8•� o o C6A V • � 6 o0 o o ^ F � C6.11 0 o ® 0S1 \ W1 I I I N / PHAS �O� o9�sX, �PF�o W AURA DR I Z_ cwn SSMH 2.20 I o ¢ I SSMH 2.23 S1 of �� C6.9 C6.10 O��Q w p STA- 141.78 STA. 15+36 W1 N w STA. 16+14 W �cl1. q C6.13 m� Z / lNV N- 27 LEN. 26' LEN. 26' \ 7)x C6.5 q� ��� O Q a) / 25372 INV. 2537.5 INV. 2538.0 \ / SO o J t S1 SSMH 2.21 g2 S2 S2 o d N 1 FUTURE Z C6.14 • - SSMH .24 PHASE C612 I M BLOCK 14 0 3 ❑6 \ JFUTURE Z ❑7 �� ALLEY F (PUBLIC) PHASE re \ � Z SHEET INDEX ❑ iv.T.s. Z Z W PLAN VIEW: N BARNSTEAD WAY = Z STA. 13+50 TO STA. 17+50 LOof SCALE: 1" = 30' m SEWER KEYNOTES S1 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. 2550 2550 9 4" SEWER SERVICE PER ISPWC SD-511 Q 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. C) 0 C S3 29' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. Zp °' z S4 TEMPORARY SEWER AND WATER EASEMENT. w Oq co co _W W CV CV CO 00 c0 W N 00 00 r_ co O) N 00 M N N N N O jCI O N LO Lr) NI= + Z ON CpN NZ ZCDC'i WATER KEYNOTES Lr) _ O � C14 NNN O N� N 2545 -C4 � CD N � Z O = N z z - Q z z z = N z Z 2545 W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER 00 c0 Z O CV + - O CV ¢ U) -_ II - - N ,+ z N 4 N > > �•; N > > _ `�, z z N N cn cn o ao ao ao ��„ _ _ SETTER PER COM STD DWG W1, W3, AND W6. J N > > 2 Z Z = II Z Z M ¢ - - ch: 00 00 � Cn� 000 = II z z d - - ��„ _ - �„ ��„ PROPOSED GRADE W2 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER N M N N o' °O 00 M M� 0O 0O AT SEWER - ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. m cn cn� ao ao - - - cn 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. z W4 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. ¢ EXISTING GROUND N AT SEWER W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON _ I SHEET C1.1.00 ¢ 2540 2540 W6 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ONCD N I SHEET C1.1. w o CN W7 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER N O 8" C-900 WATER MAIN COM STD DWG W13. o + 0 00 co E N uQ o wC/) Q Q Q w w 2535 U) J W (/) 0 0 No W V J U) Q LL (D Z z < CD0 _ O z L ) 0 Ln + 5 o u 2530 - 2530 Q 0 Q o O 49 L.F. 8" m PVC © 0.76% CD � cc53 L.F. 8" PVC ® 0.42% N 116 L.F. 8" PVC ® 0.42% Q C w _ i Q 0 n 31 L.F. 8" PVC 31 L.F. 8" PVC I 3:: Z j . 8" ® 0.42% 33 L.F PVC ® 042% FEET CD 2525 ® 0 429 - 2525 30 0 15 30 60 Q Q 44 L.F. 8" PVC I w '�^ 0 2.15% �/ , GRAPHIC SCALE C v 1 inch = 30 ft. Horizontal z Q Ld o FEET Q CD z 3 0 1.5 3 6LLI Q m CD z GRAPHIC SCALE z Q 2520 2520 1 inch = 3 ft. Vertical = 14 15 16 17 DATE: SCALE: 02/11/2026 1"=60' PROFILE VIEW: N BARNSTEAD WAY DESIGN: DRAWN: CD cc STA. 13+50 TO STA. 17+50 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH02 i cn REF. C6.9 w / SHE 35 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2 � \ \ O 2 p ti6 CL ow W F7EOWMILLS DR \\\ \\ O J u = LL o _U \ \ o Q 't \ % am) w \\ \\ 0 ��y S�F �Q Q C6.2 W FAIRBOROUGH DR I \ ` L \ a \\ �O, \ o BLOCK 15 NOT A PART \\ °� \\ 8 C6.12 P 17 16 5 14 13C / FUTURE \ \ PHASE \ Z Q \\ \ W ISTA. 13+58 STA. 14+23 STA. 14+88 STA. 15+53 Tq ,62 -/ ` c: \\ \ Z LEN. 41' LEN. 41' LEN. 41' LEN. 41' - /N FN, xlp z \ \\ O N IINV. 2537.8 INV. 2538.0 W1 INV. 2537.6 J z INV. 2537.2 9S a `d) C6.8 \ \ � M W2- `" w - ' W4 �P `�� \ W 0 r ( II .� C6.3 • c 87 LF 205 LF » �� j C6.6 C6.6 CALW 8»W e" 9"W 8 W 8 W W W � 7W511", S1 SSMH 2.28 W5 W AURA DR yV5 n W5 WS cn 8"W o D 0�' h`O vHW4 � QW CROSSRIDGE ST Z W W - *�oCT N15 - N - - 16 - - SSMH 2.29 S1 ,y C6.7 I C OSSING } C0 J < a"ss "SS❑<-�a"ss < Ia"SS�< a"ss < a"SS < aTss s ^ C6.8 '� I SCROSSING LU7 O p wmi .. 8•� I I^ W5 S 0 �X 9 N0. 3 c _p 0 W U W5 165' ­1"-4 \ (FU Jam) Q 3 - - - - J Z - - 04 I , S SSMH 2.30 S1 "w / \ C6.4 V N to 00 °0 w I I 6B yV3 FH 2.6 C �q� C6.11 U O CN 17.5' o Q f 11 LF-6" 09 �s I V' w m I 1C + 1C N w S W2 10� �So W AURA DR Z to •> r - - � I - _ _ _ 06•= - - - a 4'PI W QEER\N Pic C6.9 9� C6.10 I - 3 - - - - - - - - - p v - - - - �y q� C6.13 Z -51 \ �o SSMH 2.31 C6.5 L Q a) S1 o t >> ao 00 o cn BLOCK 13 v� pp ; BLOCK 12 175' FUTURE C6.14 3 °° 3 ; / PHASE C6.12 ❑ Z ❑3 ❑ 3 / / / BLOCK 11 I Z O I ro A-$ ' FUTURE - SI S A S S I S S- _S ❑2 ALLEY F (PUBLIC) PHASE u❑ W s I W SEE SHEETC6.13 SHEET INDEX - nnn t9 PLAN VIEW: W AURA DR iv.T.s. ❑ w STA. 13+50 TO STA. 17+50 - - - = = - - = SCALE: 1" = 30' SEE SHEET C6.14 Q Z L a C m o SEWER KEYNOTES S1 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. 2550 2550 S2 4" SEWER SERVICE PER ISPWC SD-511 Q 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. z O o WATER KEYNOTES oo ,'� wQ °LO°Ln N N N o N W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER N + z z o � N SETTER PER COM STD DWG W1, W3, AND W6. (V L _ `il' 'z 'z 'z � N �, N W2 8'x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER 2545 � N ;M N N o r- � 11 2545 ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. cV O r7 II M O Z D N N > > + z N W3 EXISTING GROUND M Q FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. z z = AT SEWER � N m N N M� - N� �� � � N E 00 0 W4 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. N - - - - - - - - - - - - - - - WS POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON - - - - - -- - - - - - SHEET C1.1. a Z PROPOSED GRADE AT SEWER q o 2540 2540 0 12" STORM N DRAIN CROSSING X o a w V 4" PIRR 8" C-900 WATER MAIN CROSSINGCD N o CD M °° z Q0 Ln N + O Q w w 2535 Q = Z O o U � w z CD wV J U H Q C:) () z ❑ Q 3: 1 U - z 45 L.F. 8" PVC ® 0.42% O Ln 216 L.F. 8" PVC @ 0.42% 29 L.F. 8' PVC \ u� � z � / Q 2530 65 L.F. 8" PVC 0 0.42% Q 0.42% �, 2530 Q + CD M N Q � N � Q � w Z j FEET EnA/ Z 2525 2525 30 0 15 30 60 F_ I..L Q (/) GRAPHIC SCALE >_ v w 1 inch = 30 ft. Horizontal W o Cf) FEET a CD 0 I 3 0 1.5 3 6 w CD z GRAPHIC SCALE Q 2520 2520 1 inch = 3 ft. Vertical 0 14 15 16 1 DATE: SCALE: 02/11/2026 1"=60' PROFILE VIEW: W AURA DR DESIGN: DRAWN: CD cc STA. 13+50 TO STA. 17+50 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH02 cn i REF. 6■ 11 j w N 0.: / SHE 37 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2t \ \ O 2 p ti6 CL ow FE OWMILLS DR \\\ \\ O J O = LL o _U \ \ o Q � W Cro \\ \ o `� SAP Q- Q SHEE C6.2 I \ \ yo � \ W FAIRBOROUGH DR I \\ � \ a P SEE SHEET C6.2 s T I � I �Z \ N C6.12 NOT A FUTURE PART \ \ J r 1 ZY PHASEVA I \\ \\ Q 26.0' UTILITY Z BLOCK 08 EASEMENT I '� I I "'• EFSEMEN� \ \ Lu I I FUTURE Cot�1 \\ \\ f 6C I N PHASE �,� BLOCK 14 z \ \ Z I A-cc BLOCK 07 I \ \ O N ZN 2C \ 1 C Q c6.8 _ rn 1- \ Q Z 00 S6 s5 � I ALLEY F (PUBLIC) s I \ W 0 11 C6.3 C6 6 � I I W3 W3 14.0' 26.0' UTILITY S6 S3 I C6.6 FUTURE EASEMENT W2 N J W CROSSRIDGE ST Z a) 80 LF 8"W W3 PHASE W4 W FAIRBOROUGH DR W1 10 0 4s LFo N W1 I C6.8 C6.7 i ROS I W o g•yy ti CROSSING 0 o Q I� - 00 o W4 0 �i�, SUBDIVISIO O p 10 N IF 11 11 I " 11 _j 11+ 0 9� N0. 3 5 p O I > 8'SS S I I $ > S 8'SS SO N I I 9� +f N N I NN + J II h 9 �, =� �� a�Oo90• SSMH 2. 06.4 • V) S o IUS S . cn 12,0' <9y 0 W >W AURA DR Z 04 SSSCO 2.01 to 3 S1 SSMH 2.39 s i W OEOR\N f'�,�, C6.9 9� C6.10 �Q Z W p Q� �y 9� C6.13 • Z >, C6.5 2 Q m S BLOCK 09 SEE o¢ J N A HEET C6 5 0 a a 1C W4 L FUTURE C6.14 • 3 z PHASE C6.12 I 1''� W W 26.0' UTILITY S4 O W' EASEMENT I I FUTURE 22,01S6 FUTURE n n n Z_ M ALLEY F (PUBLIC) PHASE II I�I I�I II W PHASE 3 _ ^ JAI SHEET INDEX SEE SHEET C6.2 N.T.s. u W PLAN VIEW: W FAIRBOROUGH DR PLAN VIEW: ALLEY F (PUBLIC) Q LQ STA. 10+00 TO STA. 11+00 STA. 10+00 TO STA. 11+50 m SCALE: 1" = 30' SCALE: 1" = 30' SEWER KEYNOTES S1 60" 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. 2545 2545 2550 2550 S2 "T" TYPE CLEANOUT PER COM STD DWG S1. z S3 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. Z �' o N � � o C�" o (D Cq � S4 22' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. m II N N CV 0) u) N Cp 0_ 0)(V N (V II gi � N (0 (0 r7 o +M O C6 . 11 11 z =F- oo N N 'n L -.I- -.I- LO U �; o Mo ai z o , (., II , (•, L6 ,r; N S5 29' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. �(0 N II (V N N W � Q 11 z N �N » > �r7 Z 0 0) ^� II � rM N N II cn �R = II z z z N o - + ? o N II II S6 TEMPORARY SEWER AND WATER EASEMENT. EXISTING GROUND cNn ccn E 00 00 00 a`Ij z z = (`nc z z N ±� z z o AT SEWER c„ _ d u 04 cn cn E 00 00 cn � - - = p z z z 2540 - - - - 2540 2545 `� `� °° °° N Cn�° 545 - cn cn o- ao'Coao 'Coao - - - - - - - - - - - - - - WATER KEYNOTES PROPOSED GRADE � AT SEWER W1 12"x8" TEE WITH 1-12" GATE VALVE, 1-8" GATE VALVE AND m PROPOSED GRADE THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER = AT SEWER EXISTING GROUND co COM STD DWG W11. AT SEWER 0 6" PIRR 00 - - - _ _ 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. < CROSSING - - - - W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON o W N SHEET C1.1. ~a 2535 2535 2540 2540 W4 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CD8 C---- WATER MAIN COM STD DWG W13.CN � N w Ld ArER Mq N N C:) O E + o 2530 2530 2535 2535 Q O o w (r Z - NCD J L` Z z Q � oO O o Z + � Q Ln �z � o+ > Q 2525 2525 2530 2530 Q 0 co Q m co N °° N __j Cn c � _ _Z = J z FEET � n/ 0 65 L.F. 8" PVC @ 0.42% FEET 30 0 15 30 60 CD CD 2520 - 2520 30 0 15 30 60 2525 2525 23 L.F. 8" PVC V ! _4 GRAPHIC SCALE @ 0.42% 33 L.F. GRAPHIC SCALE v 1 inch = 30 ft. Horizontal 0 0.42% 1 inch = 30 ft. Horizontal m Q � H FEET FEETCD Q z 3 0 1.5 3 6 3 0 1.5 3 6 Q W CD J z GRAPHIC SCALE GRAPHIC SCALE 2 Q Q 2515 2515 1 inch = 3 ft. Vertical 2520 2520 1 inch = 3 ft. Vertical 10 11 10 11 DATE: SCALE: 02/11/2026 1"=60' co PROFILE VIEW: W FAIRBOROUGH DR PROFILE VIEW: ALLEY F (PUBLIC)C.0DESIGN: DRAWN: i ALH JBS 0 STA. 10+00 TO STA. 11+00 STA. 10+00 TO STA. 11+50 Job NO.: IfFILE NAME: = HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' 8066 8066-DS-S-SAN-WAT-PH02 o VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' i cn REF. 6. 12 w NO.: SHE 38 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2 � \ \ O 2 p ti6 CL ow W F7EOWMILLS DR \\\ \\ O J u = LL o _U \ \ o Q � \ % am) w \\ \\ 0 ��y S�F �Q Q C6.2 W FAIRBOROUGH DR I \ ` L \ a SEE SHEET C6.11 T \\ `07 co 0�9/\\\ o z S- S C6.12 NOT FUTURE J 16 r I BLOCK 12 PHASE 1 C ❑3 r \ \\ W a \ \ Z M Q S2 I Q C6.8 \\\ \\ 3 I STA. 11+50 0 \ Q ' � ' LEN. 40' z r \ Z W FH 2.07 INV. 2538.5 W1 - -- \ W 0 21.0' UTILITY n r I 10 LF-6" w o EASEMENT `" N N S4 S5 C6.3 C6.6 o w C6.6 m BLOCK 15 I + - N w _ (3 -2 S-S S W4 W CROSSRIDGE ST 7 .'�" 52 LF N 82 LF I TRIC A } ) M.a M„s M.B FUTURE R E C67 CROSSING W O W2 9 N WOLCOTT WAY W4 �, W6 0 o PHASE C6.8 �ic� I CROSSING � o 0 o• cn � 3 � q N0. 3 10 3 11 N 12+50 �q� D L- a I I 00 (n SS.$ < SS.8 < SS.8 I N D +L' N w5 3- - C64 )0 V C6.11 . ob o� a N S1 SSMH 2.28 J w- 3 p 0� g2so s� W AURA DR I Z LIJ •> 17.5 o Q- p SSCO 2.03 s3 w oE�R�N �'ti�� C6.9 9 9 C6.10 C6.13 m`��� Z w o • Z -51 STA. 11+55 Wl C6.5 q� L ?� N r LEN. 26' CD t ❑ INV. 2538.5 0 d N 18 S S S S2 FUTURE Z C6.14 \ J 3 I I PHASE I Pro C6.12 P I o I FUTURE n Z M 1C BLOCK 13 ALLEY F (PUBLIC) PHASE �I �+ (n 0 z - - SHEET INDEX - -� - - I N.T.S. W SEE SHEET C6.10 = Z Q � PLAN VIEW: N WOLCOTT WAY C mo STA. 10+00 TO STA. 12+50 SCALE: 1" = 30' SEWER KEYNOTES S1 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. 2550 2550 S2 4" SEWER SERVICE PER ISPWC SD-511 Q 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. S3 'IT" TYPE CLEANOUT PER COM STD DWG S1. p w Cq S4 29' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. 0 o U M o N S5 TEMPORARY SEWER AND WATER EASEMENT. w O N N 00 M (DN 00 II II o Kj p (CN V O Z Z p N NU-)> 2 N Z Z Z O Q N Z 2545 N N M M�co 2545 WATER KEYNOTES 00 PROPOSED GRADE AT SEWER W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER - - - - - - SETTER PER COM STD DWG W1, W3, AND W6. m _ _ _ _ _ - - - - - - co - _ - - - - - - - - - - - - W2 8nx8" TEL WITH 2-8" GATE VALVES AND THRUST BLOCKING PER - - - - - - ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. w EXISTING GROUND AT SEWER W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. N o W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON LO 2540 - 2540 SHEET C1.1. o 0 W5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON N CN 8" C-900 WATER MAIN SHEET C1.1. bi w W6 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W13. N O L0 + N N o Q 2535 2535 _ O Q w Z N J o N CD LL_ Z z O o z CD (� U' 119 L.F. 8" PVC ® 0.62% J CD Z - Q u, 2530 2530 Q CD m � ==:==J CD 03 z Q Q m w V) �_ Q _Z j FEET A/ fZ CD 2525 2525 30 0 15 30 60 IJ� Q Z ~ U) GRAPHIC SCALE C) v 1 inch = 30 ft. Horizontal Q v) H I FEET CD z 3 0 1.5 3 6 w `D � Z z GRAPHIC SCALE Q 2520 I 2520 1 inch = 3 ft. Vertical = 10 11 12 DATE: SCALE: 02/11/2026 1"=60' PROFILE VIEW: N WOLCOTT WAY DESIGN: DRAWN: cc 0 STA. 10+00 TO STA. 12+50 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH02 cn i REF. 6■ 13 j w N 0.: / SHE 39 OF 43 Z O qq U N DAYSPRING \ \ ��j SUBDIVISION N0. 1 I \ \ z Cj� O 2t \ \ 0 2 p ti6 CL ow W BOWMILLS DR \ \ U J O S w o g � �, W \ \ � Z 3 _j w C6.2 \� 3 W FAIRBOROUGH DR a 0 \ \ C6.12 NOT T \ y�� \ \ J NOT A 3 ;� PHASE PART BLOCK 11 /< \ \\ W ° a 2 �v�C � � \ \ LJ S5 �(�\ PCJC' z \\ \ Z S4 i z / W1 Q \ \\ O a O C6.8 \ \ 10000< " W2 / W6 SjP, 12�19 ` �o Z r- - -- \\ Q Z 00 q� W4 0 BEN'S3g1 �o \ W 0 FH 2.06 W3 \Nv. 2 W8 0; "� �3�. M• 23 b 11 LF-6" C6.3 C6.6 C6.6 m /3 \ W6 F 41& S �� \ N W4 ���F 1Mg s W CROSSRIDGE ST Z m/ 4 _ a) r W4 // E CF W5 W2\\ W4 i\N ` 0 C6.7 I CROSSING } C 2: 0 BLOCK 10 / / Al / 3� �F M 8 W6 ¢,a W7 SSCO 2.04 S3 C6.8 ���, I SUBDIVISIO 0 0 14C eFBFF M e 11 LF 0 LF /\69 9� N0. 3 p O RI�R wAY / 6� SSMH 2.31 S1 s- w \\ 92 N a; N 06.4 .0D cn ao SS•g W1 7 O �9�� C6.11 U 0 o m J' 0� q�so P�90 LIJ W AURA DR �� I Z .i H BLOCK 1\ N w 17.5' r ��` v o x�� /SSMH 2.32 S1 W G C6.9 9 C6.10 0����Q Z W 0 y 13c �, 1ti 0 �9 C6.13 ���� Z �, C�PF�' h�6 C6.5 O Q m o \ ° ` �S2 0 0. vo o < 0D \ FUTURE Z C6.14 3 E \ C6.12 S PHASE HFFr C6 / O 7 BLOCK 12 FUTURE I Z_ALLEY F PUBLIC PHASE �� [22W W 1C ` SHEET INDEX �' " Z N.T.S. Z �a 1woo W 4 SEE SHEET C6.11 Z Q � � Q m o PLAN VIEW: N BEBEE RIVER WAY STA. 10+00 TO STA. 13+50 SCALE: 1" = 30' SEWER KEYNOTES S1 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. S2 4" SEWER SERVICE PER ISPWC SD-511 Q 2% MINIMUM SLOPE WITH 2550 2550 STANDARD SERVICE MARKER PER COM STD DWG SW3. S3 'IT" TYPE CLEANOUT PER COM STD DWG S1. 0 S4 29' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. o= U s5 TEMPORARY SEWER AND WATER EASEMENT. o z 3 z in O° cl .�cN O) M N `� M C N WATER KEYNOTES I� (V N p 00 M C� II J 2545 I `M N �� o +0 O 2545 W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER N M + z `" N> SETTER PER COM STD DWG W1, W3, AND W6. N + - O (V N j j O Q II Z m d z z N z z V) V)o00 W2 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER � �~„ `" `"� 0O 0O PROPOSED GRADE ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. z uj EXISTING GROUND _ W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. a - - - - - AT ROAD - - - - - - - - - - - - - - - - - - - - _ _ _ _ AT SEWER W4 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Q - - - - WS 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. H - - - - EXISTING GROUND CD 2540 AT SEWER M 2540 W6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON w C PROPOSED GRADE a 00 SHEET C1.1. M AT ROAD o W7 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON 12" STORM a 4" PIRR SHEET C1.1. DRAIN CROSSING CROSSING o`� I O 0z W8 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER E COM STD DWG W13. ° ao ? g" C-900 WATER MAIN O Q Q _ � O o 2535 2535 J V) Z - CD N _ O L` I-- Z z Q z 49 L.F. 8" PVC ® 0.42% � � O 55 L.F. 8" PVC 00.42% U QLn - Z O > Q o Q 0 0 2530 2530 Z Q m m CD N J U w Q Q F_ Z �_ I� z FEET ~ Q 2525 2525 30 0 15 30 60 U) _4 U w GRAPHIC SCALE LW Q � CD 1 inch = 30 ft. Horizontal m jFEET W CD 3 0 1.5 3 6 z z GRAPHIC SCALE 1 inch = 3 ft. Vertical DATE: SCALE: 2520 nc . ca 2520 02/11/2026 1"=60' 10 11 12 13 DESIGN: DRAWN: ALH JBS cc PROFILE VIEW: N BEBEE RIVER WAY JOB NO.: FILE NAME: STA. 10+00 TO STA. 13+50 8066 8066-1)S-S-SAN-WAT-PH02 HORIZONTAL SCALE: 1" = 30' F. u VERTICAL SCALE: 1" = 3' NO. 6. 14 w SHE 40 OF 43 z g 8^y, \ \ o c� 8W \ DAYSPRING 8ss \ \\ METER LID z C`, Oy�2 24" CONCRETE PIPE, PVC �� 0 6 21 I \\ \ PIPE, OR METER TUB J Q a: � —SUBDIVISION N0. 1-8"ss 5 N \ o ILL CD r 6.,PI_< A BLOCK 07 \ \\ O Cc)) `Q cwa 2 2C \ \ o v> S Q 20 22 s \ PRESSURE IRRIGATION N Q yp P�� BLOCK 08 \ \ MAIN LINE 16C CURB STOP o I \ \ O BALL VALVE NON-POTABLE TAG 5 I \\ \\ I FEET n n J s lY" TAPPING SADDLE °0°0°0° 60 0 30 60 120 �l J I \ \ lv/ o \ \ 6' 0000000 18" MIN. a I \ Z m „ \ W \ \ " CRUSHED ROCK CHIPS GRAPHIC SCALE f \ \ „ 1 inch = 60 ft. Horizontal Z 24 \ 0 N 00 s \ \\ �0 \ \ Q Z 0000 m En \ \ W 1) I I A I I \ � ? � J � N \\ \\ IRRIGATION DRAIN DETAIL w v o 0 \� F NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN THE C) PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. 63 LF_1__* \ R n N *' Iq N a"w FUTURE PHASE 61 LF 4 IiW FAIRBOROUGHSDR \ \\ w ; o + I NOT A PART \ `r� \ Z L ~ I \ wp 15 2 N I \ Alper \\ Z >, 5 I \ • Q a) ° \\ �1''J KEYNOTES 0 o 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. n n n Z rn I 3N I I \\ \\ O 1-Y" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. u W cD Z I A� I \ \ O 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. 0 } I \ \ ® 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. n Z I � � I W Z I \\ \\ O5 PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT = LOW POINT OF PRESSURE IRRIGATION SYSTEM. \ \ z A I I \ \ © 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. a o- m o I I \ \ O7 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. ICJ I N I \ ® 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. \ O9 90' BEND WITH THRUST BLOCKING PER ISPWC SD-403. 3' 3 10 2 IA 2 \\ 10 4%4" TEE WITH THRUST BLOCKING PER ISPWC SD-403. 16 17 15 I 12 14 14 \ O 79� LF _- 6"x4" TEL WITH THRUST BLOCKING PER ISPWC SD-403. 351 LF 26 LF - +PI _ 65 LF=_ - g °' 1 114 LF +PI +Fi •� - \ 12 6"x6" TEE WITH 6"x4" REDUCER AND THRUST BLOCKING 14 2 12 15 71 LF 4 15 30 LF 594 LF PI +PI +^ +Fi I \ PER ISPWC SD-403. 3' BLOCK 07 I 63 LF 3 I 7 LF a 5 \ z A 2 \ 13 6"x6" TEE WITH THRUST BLOCKING PER ISPWC SD-403. o la j 7 ❑3 2 \ o 2 I s \ \ 14 4" GATE VALVE WITH THRUST BLOCKING PER ISPWCOf \ \ \ 5C \ SD-403. N m I I I I I BLOCK 10 ❑ o I ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑9 1 0 15 GATE 3 VALVE WITH THRUST BLOCKING PER ISPWC s 67 SD LF 4 \ � Q I / � �s \ � / s SS `TI, MARK END OF IRRIGATION LINE. \BROS\GE Sr x 1C \\ \ \ \\ 17 4" BLIND FLANGE. a FUTURE / amass 4" BLIND FLANGE CONNECTED TO GATE VALVE. m AMENITY SITE — \ 1 _ $"W s w 1 \ 19 6" BLIND FLANGE CONNECTED TO GATE VALVE. z 1 s I �— s w 8" $" a CF 2 W CROSRIDGE STW w CD BLOCK 09 < 8"ss < 8"ss < s \ i 8 20 EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN Q ti 6 B6 CF + 9 — �s — s.5 \ - \ \\ PLACE. w 3 \ 21 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN a �� 1 61 LF� s \ \\ PLACE. N o 3 1•�' 7 \ ss� 22 CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. / s 2 1 4 I I I I CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION. LLI o1 I 1 1 ❑ 1 ❑8 ❑9 0 1 1 2 1 \ No �P 5 ® h 3 -' I I I 1 ❑ 1 ❑ 1 ❑ I 23 11.25' BEND AND 22.5' BEND WITH THRUST BLOCKING PER j 5 / m / m 8, \\ ISPWC SD-403. s u_ \ \ S OP/ / SO�� / /v 15 14 \ti 14C 00 _ _ 9 ' �.�;� TRICIAS CROSSING N CE: a 2 / / S .Q` eQ .� ° 36 LF +� 4•PI + I +•pl — [PI 4-FI +.Pi - - z O �J , 8 ' I \9� SUBDIVISION NO. 3 500 LF � • _ CNI, 8 `� 2 BLOCK 14 s /1 C `�' S 2 ® ss 9/- \ 2 F j O y — 1 0� ❑4 / 23 s I 1 \� / � Z & I I BLOCK 15 -a \ \ 14 � Z z No / / / al BLOCK 15 20 19 i 18 i 7 1 16 1 15 1 Ivy \ P. / Z x \ 1 C __0 1 1 1 14 l 0 13C \ s%y F� O O O � ❑ 4j (F 3' 0 89 LF 3 5 i 8 � Q 4 16 18 / - ❑ Q s ti i / � v '2 \ \ 14 _ �P�� 5�I 1 M0 co o ° / esco yQ ss q0 \ 15 u AURA DR �65 LF 3 U- 0�0 14 m cc ,2 w� �j3, �\ � � \ � 9 / LID Irmo--8"s s 8" s 8'Ss 8"ss J--o� — a"ss < /n /yG� l•`; \ \ / \�� � — 3 9 2 14 sss 86LF3 � � Q "2 w <y / e�' 6\3 LF 4 s 3 1C 1C 4 M V w n 91 LF 10 v © s 55� �9 LF ZJ I M 1 ® 8 L � �6 N 0 BLOCK 12 3: J�_ Ss I �\ aco 3' BLOCK 11 J \ w V / s o s, <-� \ s 7 s I 3 I 3 2 U ss \ 2 I ❑ 6 �� 0 \ 1 C w 1 \ a_ Q (n W w - - - o l rn - - - - W 8, CD v z 4 6 _ _LLI z FUTURE PHASE m= 016 I s ( \ 15 16 19 1 14 16 18 Cn I 14 16 18 I s I DATE: 15 16 19 I I I I 02/11/2026 SCALE_ 60' DESIGN: DRAWN: CDs" I \ I ALH JBS cc s t s 4 I JOB LFILE NAME:8066 6 DSS-PI R-PH02 o FUTURE PHASE A I - - u NO : C7.1 w NOES 41 OF 43 z g U \ \ F c� ���, \ \ D DAYSPRING w BOWM \ \ Z c,� o SUBDIVISION NO. 1 \ \ w Ld o OOR Of r \ Q P 0 \ \ z 2C \ \ FEET J I60 0 30 60 120 \ BLOCK 08 \ \ Z \ \ Lu GRAPHIC SCALE f 16C I \\ \\ 1 inch = 60 ft. Horizontal Z \ \ a Z 00 I \ \ LIGHTING KEYNOTES W ° \ \ O1 TYPE 2 STREET LIGHT WITH IES TYPE II LUMINAIRES \ PER CITY OF MERIDIAN SPECIFICATIONS. Z - m EXISTING STREET LIGHT. c 2: p O O \ \ U) " �V � � 0 0 cn 0 W FAIRBOROUGH DR \ \ � w FUTURE PHASE I a)\ NOT A PART o \\ of \\ a I \ 10�9� \ a 3 \ \ \' • M o z o \ \ W z I \ \ \ a � \ \ LQ I \ \ mo I \ \ BLOCK 07 \ \ O FYI / BLOCK 10151 \ \ 5C w \ o Q1 181 I I \ \ 'C SRjp�E Sr \ \ i \ \ BLOCK 09 I I I \ m 1 W CROSSRIDGE ST w FUTURE — — — — AMENITY SITE 0 L o I Q� \ I ❑4 ❑ ❑6 ❑7 I ® I �9 I 10 I 11 I 12 I \ w N I � I I I I I \ � � ��Q�� ❑ 14C O� \ TRICIAS CROSSING N SUBDIVISION NO. 3 O7 � \ Z 1C BLOCK 15 CN BLOCK 14 I I I z I / 20 19 I 18 i 7 i 16 I 5 I 14 I 13C 1 FM �_ i x 1 C � ❑3 � I C ^J �//�, U CD �Py Z 5 p � Q \ 0 ��F` \ ❑2 ��0��, m / / 90 \ W AURA DR �,\ — D m CN Q jy \ / / / + 1 C sa W z ss L d Z CD k / / O BLOCK 12 � 2 BLOCK 11 a_ OJ ❑3 2 ❑\ ❑ V J BLOCK 13 V 2 d z \ ❑ 1C � w — — — z w CD FUTURE FUTURE PHASE , o= 1 DATE: SCALE: o I I I 02/11/2026 1" = 60' DESIGN: DRAWN: i PUBu(`,� ALH PDL z t FU URE PHASE I JOB NO.: IFILE NAME: Q 8066 6-DS-S-LIGHT-PHO cn I REF. CQ. 1 u T I NO.: V NOES 42 OF 43 z g ❑❑ \ F c� ���, \ \ D DAYSPRING w BOWM \ \ Z c,� o SUBDIVISION NO. 1 \ \ w Ld Lj_ _ OOR Z Of r \ Q P 0 \ \ z 2C \ \ FEET J I60 0 30 60 120 \ BLOCK 08 \ \ Z \ \ Lu GRAPHIC SCALE f 16C I \\ \\ 1 inch = 60 ft. Horizontal Z \ \ a Z 00 \ \ SIGNAGE NOTES w ° I \ \ 1. PRIOR TO INSTALLATION OF SIGNS, CONTACT ACHD INSPECTION TO T COORDINATE ALL SIGN LOCATIONS. \ 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND Z v a) OBTAIN A RIGHT OF WAY PERMIT PRIOR TO SIGN INSTALLATION. O 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD \ W\ V) ' O STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGNPOSTS, VINYL 00 O S3 FP \ ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND 4 \ \ APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE \ +� N N W FAIRBOROUGH DR \ MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. S4 CUSTOM MODIFICATIONS OF STREET SIGNS AND HARDWARE IS ' O � 0 FUTURE PHASE \ \ PROHIBITED. \ u a) N NOT A PART \ J'tL \ 4. SIGN INSTALLATION SHALL BE IN CONFORMANCE WITH ISPWC SD-1130. Z w > ~ S3 \ 0, Z\ \ a \ SIGNAGE KEYNOTES J P1 S2 I \\ 'A9� \ Si STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04. d 3 2 \ S2 STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04 ❑ O MOUNTED OVER STOP SIGN R1-1 (30%30"). V' _O \ \ S3 TYPE II TERMINUS BARRICADE WITH KICK PLATE AT END OF SIDEWALK n M I 3 \\ \\ PER ISPWC SD-1132A (ACHD SUPPLEMENT). I — — I LLI W I S4 TYPE III TERMINUS BARRICADE PER ISPWC SD-1132B (ACHD SUPPLEMENT) \ Z \ \ WITH "THIS ROAD TO BE EXTENDED IN THE FUTURE" SIGN MOUNTED TO Q \ \ THE BARRICADE. ❑ Z z I \\ \\ I STRIPING NOTES a \ \\ LO of I 1. STRIPING SHALL COMPLY WITH SECTION 1104 OF THE ISPWC AND THE m \ \ ACHD SUPPLEMENTAL PROVISIONS. 2. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING, I \ \\ EVEN IF NOT SHOWN ON THE PLAN. \ \ STRIPING KEYNOTES S3 S4 S3 \\ \\ P1 24" WIDE SOLID WHITE STOP BAR PER ACHD TRAFFIC STRIPE DETAIL 19 — — \ OF STANDARD DRAWING TS-1112.03B. BLOCK 07 \ \ ❑3 \ \ \\ F- O \ \ \ ❑ 0 / BLOCK 10 \ \ 5C w \ � o s2 P1 3 1 ❑2 1 ❑3 1 ❑ 1 ❑ I ❑6 I 7 I I 1 1 ® 1 ❑ 1 10 \\\\ \ wC \ S1 ROSSRIp�E S 1 C T \ \ = I / \ \ R1-1 BLOCK D9 m I I 12 z W CROSSRIDGE ST uj FUTURE AMENITY SITE S1 13 \ o o LO w H I �P� \ I ❑ 6 ❑ I ® I ❑9 I 10 I 1 12 1 \ 1 1 \ 14c _ _ — — \ �� TRICIAS CROSSING N o SUBDIVISION NO. 3 O Q Q ❑ \ ��� Q z o / 1C \ / BLOCK 14 I BLOCK 15 z I z Z o I I 20 19 ,8 1 17 1 16 1 5 1 I FM Q z � S2 1C I ❑ � I I I I I 14 I 13C 0 U z P1 _ _ \ w Q U / 5 _ Ln u 4- �Py w Q CD co ❑ F, o / ❑ / p \ W AURA DR D m ❑ yO \ \ \ ly 1 C a- V w q�s \ i \ 9� i � � - - \ — un •o / iAn si s , q� S1 st ss\ W (� _Z � z /D BLOCK 12 z Z 2 2 BLOCK 11 ❑ \ BLOCK 13 ❑ z \ ❑ 1C Cn w 0 — c? z w — S3 S4 S3 —CD FUTURE FUTURE PHASE , S3 S4 I S3 I S4 S3 DATE: SCALE: z 1 1 I 02/11/2026 1 1" = 60' 1 1 - - ALLEY F I DESIGN: DRAWN: CD �PUBuc� FU URE PHASE cc PDL = S4 I JOB NO.: LFILE NAME: Q 8066 66-DS-S-SIGN-PH02 cn I REF. C9 1 w — — I NO.: :JJ P1 S2 S3 I S4 S3 NOES 43 OF 43 i