The URL can be used to link to this page

Home My WebLink AboutConstruction Drawings z O F V) �F;�R o �� O �yb 2� w o r\ o Z w o Q r� U_ o CD r rn �� w DAYSPRING SUBDIVISION NO . 3 0 l�� S Q CD 0-1 M RIDIAN IDAHO _j 0 z H GENERAL CITY OF MERIDIAN ROADWAY ACHD SHEET INDEX Uj SHEET NO. REF. NO. SHEET TITLE Z 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE O STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, 1 C1.1 COVER SHEET 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 2 C2.1 EXISTING CONDITIONS & DEMOLITION PLAN OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO WRITING BY THE DISTRICT. Q Z 000 TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE M#1 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL 3 C3.1 OVERALL GRADING PLAN W 1) CONTROLLING STANDARDS OR SPECIFICATIONS. IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTOR FOR ADDITIONAL COMPENSATION. 'S CLAIM - -7W USTICK RD 4 C3.2 GRADING DETAILS . c' _ r_o 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND - 0 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT - I 5 C4.1 STREET PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 13+50 Z DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION BM#2 a) WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE SERVICES AT 208-387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 6 C4.2 STREET PLAN AND PROFILE - N DAYSPRING WAY STA. 13+50 TO STA. 17+50 } O COULD BE ROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. W ■ N 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE � vi o � � ,.., O .3 STREET PLAN AND PROFILE - O 7 C4 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, � _ G.' � 11 MERIDIAN ON SITE AT ALL TIMES. GRADE RINGS, MANHOLE RINGS AND LIDS. v 8 C4.4 STREET PLAN AND PROFILE - N BARNSTEAD WAY STA. 10+00 TO STA. 14+00 4; N 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO DAYSPRING Y0 c CONFERENCE PRIOR TO START OF WORK. THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. v 9 C4.5 STREET PLAN AND PROFILE - N BARNSTEAD WAY/W RIDGESIDE ST/ • p . 00 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE SUBDIVISION NO. 3 J ° COMMON DRIVE STA. 14+00 TO STA. 17+50 U a) ON 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF CONTRACTOR BY THE OWNER. m 0 w > H THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR I Z 10 C4.6 STREET PLAN AND PROFILE - W RIDGESIDE ST STA. 17+50 TO STA. 22+00 Z to 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE Z ul NOTICE. I ° STREET PLAN AND PROFILE - N BEBEE RIVER WAY/ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER I I C4.7 COMMON DRIVE STA. 22+00 TO STA. 26+00 • Z AND POSSIBLE TERMINATION. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. J t 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY o / 2 C4.8 STREET PLAN AND PROFILE - N BEBEE RIVER WAY STA. 26+00 TO STA. 29+00 d 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. CIAS CR ® 3 C4.9 STREET PLAN AND PROFILE - N WOLCOTT WAY STA. 9+50 TO STA. 13+50 • APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 110 THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF 14 C4.10 STREET PLAN AND PROFILE - N WOLCOTT WAY STA. 13+50 TO STA. 17+00 O SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. Z 1 i 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 o 15 C4.11 ROADWAY AND INTERSECTION DETAILS II I"I I"I II BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. I ° 6 C4.12 ROADWAY AND INTERSECTION DETAILS W PLACING OF ASPHALT PAVING. 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH Z I Z 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY SECTION 306 OF THE CURRENT EDITION OF ISPWC. I 17 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 0 RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE _ 18 C5.2 DRAINAGE DETAILS Z STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) 14 W MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. a. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON 19 C5.3 DRAINAGE DETAILS 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY ROADWAY DETAIL SHEET. 20 C5.4 DRAINAGE DETAILS APPROVAL IN WRITING PRIOR TO CONSTRUCTION. = z A. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. 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. _ 21 C6.1 OVERALL UTILITY PLAN Ln m o ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY C. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM L W_LJ_LU 22 C6.2 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 10+00 TO STA. 13+50 THE CITY ENGINEER. D. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. E. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD-604A. ® 23 C6.3 UTILITY PLAN AND PROFILE - N DAYSPRING WAY STA. 13+50 TO STA. 17+50 WATER OF MERIDIAN) F. STANDARD CATCH MANHOLE, ISPWC SD-611. 24 C6.4 UTILITY PLAN AND PROFILE - W BELLE MEAD DR STA. 10+00 TO STA. 13+50 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE W CHERRY LN , 25 C6.5 UTILITY PLAN AND PROFILE - N BARNSTEAD WAY STA. 10+00 TO STA. 15+00 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PUBLIC DRINKING WATER SYSTEMS (IDAPA 5ONF AS WELL THE THE STANDARDS AND SPECIFICATIONS PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION 26 C6.6 UTILITY PLAN AND PROFILE - N BARNSTEAD WAY/W RIDGESIDE ST REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC VICINITY MAP STA. 15+00 TO STA. 19+00 SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED SCALE: 1" - 1000' 27 C6.7 UTILITY PLAN AND PROFILE - W RIDGESIDE ST STA. 19+50 TO STA. 22+50 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 28 C6.8 UTILITY PLAN AND PROFILE - N WOLCOTT WAY STA. 10+00 TO STA. 14+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 o 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 29 C6.9 UTILITY PLAN AND PROFILE - N WOLCOTT WAY STA. 14+00 TO STA. 17+50 PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) ND SECTION 430.02 CB C HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE CATCH BASIN SS SANITARY SEWER c� SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS 30 C6.10 UTILITY PLAN AND PROFILE - N BEBEE RIVER WAY STA. 10+00 TO STA. 14+00 N OF THE WASTEWATER RULES (IDAPA 58.01.16). ADA COUNTY H.A.R.N. SURVEY) AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED CL CENTER LINE SDMH STORM DRAIN MANHOLE w 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 31 C6.11 UTILITY PLAN AND PROFILE - N BEBEE RIVER WAY/COMMON DRIVE 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 STA. 14+00 TO STA. 18+00 EG FINISH GRADE STA STATION B MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL (24) HOURS PRIOR TO POURING CONCRETE COLLARS. ELEVATION =2535.29 N: 717845.7390 32 C6.12 UTILITY PLAN AND PROFILE - COMMON DRIVE SEWER EXTENSION STA. 10+00 TO STA. 12+00 SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. GB GRADE BREAK NC TOP VERTICAL CURB J" REBAR & CAP E: 2434378.1180 33 C7.1 PRESSURE IRRIGATION PLAN 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 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 34 C8.1 STREET LIGHTING PLAN 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 m C9.1 STREET SIGNAGE AND STRIPING PLAN m CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE swALEs). PAVEMENT REPAIR FROM UTILITY WORK (ACHD) ISPWC WORKS CONSTRUCTION WSE WATER SURFACE ELEVATION } U 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING PC POINT OF CURVE MIN MINIMUM 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 N THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD PIRR/PI PRESSURIZED IRRIGATION GI GRAVITY IRRIGATION CD o w POLICY MANUAL. SEWER (CITY OF MERIDIAN) PT POINT OF TANGENCY VG VALLEY GUTTER CDo 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE N STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. SD STORM DRAIN o 0 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 3 CONTRACTORIF THELATIVE SHALL REPLACE THEDAMAGEDE NMENT TIREEXCEEDS ROADWAYO URFACE.E TOTAL ROAD SURFACE THE LEGEND SEWER & WATER DEVELOPER w CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL J 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 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 4"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 = 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16) 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CENTERLINE 8"PI EXISTING 8" PRESSURE IRRIGATION PIPE 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 co 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. BUILDING PAD m IDAHO POWER CO. SETTLERS IRRIGATION DISTRICT o RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO C GUY WIRE ANCHOR D m °c ANY CONSTRUCTION. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE S. 1OTH AVE STREET NAME ARLIN SMITH 1910 NORTH GARDEN STREET ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE I, SD-609 TYPE II OR 0 POWER METER 8"W W V 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES 8" WATER MAIN 10790 W FRANKLIN RD BOISE, IDAHO 83706 > ABOVE THE PIPE ZONE. -W W W W- WATER SERVICE LINE STANDARD DRAWING N0. SD-604A TYPE IV, SD-609 TYPE I. AREA LIGHT BOISE, IDAHO 83709 PHONE: (208) 344-2471 cwn � Q 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER TRAFFIC SIGN asmith@idahopower.com 0 z AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 2. �� SINGLE WATER SERVICE (208) 388-6399 NAMPA & MERIDIAN IRRIGATION DISTRICT U PRESSURIZED IRRIGATION (CITY OF MERIDIAN) 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. �° MAIL BOX DOUBLE WATER SERVICE 1503 1ST ST S z Z 0 IRRIGATION MANHOLE NAMPA, IDAHO 83651 r� U 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN FIRE HYDRANT PHONE: (208)466-7861 WHICH IT IS BEING CONSTRUCTED. SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, STANDARD DRAWING NO. SD-301. ❑T TELEPHONE JUNCTION BOX ►� WATER VALVE ROADWAYS < 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND 0 UTILITY BOX WATER BLOW OFF ADA COUNTY HIGHWAY DISTRICT j SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO SHALL BE INSTALLED WATER TIGHT. �~ U STREET LIGHT 5800 MEEKER AVE Ed z DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. ISO SAMPLING STATION BOISE, IDAHO 83713 Q cf) LLI "©^ GAS MARKER > 8"ss 8" SANITARY SEWER MAIN PHONE: (208) 387-6100 c 0 z OO SANITARY SEWER MANHOLE i ss SANITARY SEWER LINE W/ MANHOLE -S S S S- SANITARY SEWER SERVICE LINE z QS SANITARY SEWER MANHOLE -W w w DOMESTIC WATER LINE 4"PI 4" PRESSURE IRRIGATION PIPE PRESSURE IRRIGATION U T OVERHEAD TELEPHONE OR CABLE LINE DAYSPRING HOA Q ju ■■ ■• 6"PI 6" PRESSURE IRRIGATION PIPE DATE: SCALE: o Em G GAS LINE 8"PI 8" PRESSURE IRRIGATION PIPE 3103 W SHERYL DR 03/06/2026 AS NOTED • ■tel_ oHP OVERHEAD POWER LINE MERIDIAN, IDAHO 83642 Know what's below. o PRESSURE IRRIGATION SERVICE PHONE: (208) 424-0020 DESIGN: DRAWN: C811 before ou di o Y g IRR GRAVITY IRRIGATION LINE N PRESSURE IRRIGATION VALVE ALH PDL cc $44 oCALL 2 BUSINESS DAYS IN �. SUBSURFACE PIPE ® PRESSURE IRRIGATION AIR-VACADVANCE BEFORE YOU DIG, - - - - - - - - - - - - JOB NO.: FILE NAME: Q EDGE OF PAVEMENT ❑ PRESSURE IRRIGATION DRAIN 8066 8066-DS-S-COVER-PH0GRADE, OR EXCAVATE FOR THE F EP EDGE OF GRAVEL ROAD FLOW DIRECTION REF. �'+1 eejeeEG REF VMARKING OF UNDERGROUND ■ EXISTING BOTTOM OF DITCH ywMEMBER UTILITIES � LL NOES 1 OF 35 z 0 L U a°W „W I I I �� O o AURA DR \ �sg� U) \ \ \ 1>�.l—a„S S 8„ S < s"ss ss <. — a" z o CD < a — ss — � SS O lei— — —f. I ® 4TP� — — �� DAYSPRING F — — — — s SUBDIVISION NO. 2 I I I \ Q I I I 3 FEET J 50 0 25 50 100 ( U J 1 1 Q 1 A 12 1 I 1 Lu W �12 1 \ it GRAPHIC SCALE u f I \ I 1 12 1 1 / o` — — — — m \ / 1 inch = 50 ft. Horizontal Z °I I \ \ \ NOTES > M 6 4 Z 00 cc, 8 II / 1 ` 5 7 10 3 10 11 13 4 10 6 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. W 0 s �- �� CONTRACTORUTILITIES SHALL DETERMINE ACTUAL THE START LOCATION, ELEVATION, AND SIZE OF ALL �\ . C EXISTING I 9 10 3 10 11 13 4 8 10 u t7 -2 s 6 ` 13 4 \ / 6 2. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING SURVEY MONUMENTS AND Z a. I I I (TYP) 21 9 10 2 11 \ / PROPERTY PINS. SURVEY MONUMENTS AND PINS THAT ARE DISTURBED OR DESTROYED } DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED SURVEYOR. LV — . 04 0 �N c p 0 N o N 5 — 04 D i s N. ,6 � =X— �--- —X\--�, X \ \ � KEYNOTES nnnn �' s X 0U ` 12 . � cn ao 1 s 1 (TYP 20 19 ° I �s / 1 O1 EXISTING ROADWAY IMPROVEMENTS PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN 0 . 0 L PLACE. U' w m CN I A 22 ° X 21 (TYP.) I I / \ \ I Z .i H I ° 23 I \ \ ` — — O2 EXISTING SEWER MAIN AND MANHOLE PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN Z 111 0 21 � ) I / \ \ PLACE. Z i — I I 21 ) o \ I \ _ / \ EXISTING SEWER MAIN PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN PLACE. EXISTING O J t I 3 10 11 13 4 10 e 24 19 I \ \ — — SEWER CLEAN-OUT TO BE REMOVED PER UTILITY PLAN SHEETS. d EXISTING WATER MAIN AND VALVES PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN \I 110 I I I I PLACE. p �s ° Z r i ' I ¢�15 EXISTING STORM WATER FACILITY PER DAYSPRING SUBDIVISION NO. 2 TO PROTECT IN \-� I I J I / \ \ h PLACE. u Ix W I I I 14 15 14 , i / I / \ / \ry \ EXISTING PRESSURE IRRIGATION MAIN, VALVES, AND SERVICES PER DAYSPRING SUBDIVISION Lu — NO. 2 TO PROTECT IN PLACE. \ IHP � � — �— / 18 — nnn 0 EXISTING CONCRETE PATHWAY TO PROTECT IN PLACE. Z Lu _ IIII EXISTING STREET LIGHT TO PROTECT IN PLACE. 18 _ — 1 ^ 9 EXISTING TEMPORARY STORM WATER BASINS AND SWALES PER DAYSPRING SUBDIVISION NO J z 2 TO BE REMOVED. < Q I \ I LO o' J I I (TYP.) 21 I I 10 EXISTING BARRICADES TO BE REMOVED. m I I 11 EXISTING GRAVEL ACCESS ROAD TO BE REMOVED. SAWCUT EXISTING ASPHALT PER STREET PLAN SHEETS. ALL ASPHALT CUTS SHALL BE \ 24 PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. I I I I III I I I 13 EXISTING WATER BLOW-OFF TO BE REMOVED PER UTILITY PLAN SHEETS. ' II I I I I I I VI 14 EXISTING UTILITY POLE TO BE REMOVED, COORDINATE W/ IDAHO POWER. I II 15 EXISTING OVERHEAD UTILITIES TO BE REMOVED, COORDINATE W/ IDAHO POWER. I I I I II I I I 16 EXISTING FIRE HYDRANT TO PROTECT IN PLACE. p II I I I I 17 EXISTING GRAVITY IRRIGATION PIPE TO BE REMOVED. U I I I I I V I I I I 18 EXISTING CONCRETE IRRIGATION DITCH TO BE REMOVED. w 0 I I I I I I I 19 EXISTING BUILDING TO BE REMOVED. I I I 20 EXISTING FENCE TO BE REMOVED. I II II I I I I III I I 21 EXISTING TREES TO BE REMOVED. Q I I 11 I I I 22 EXISTING COMMUNICATION LINES TO BE REMOVED/RELOCATED. m I I I I 23 EXISTING CONCRETE TO BE REMOVED. I II III z I I 24 EXISTING GRAVEL ACCESS ROAD TO BE REMOVED. uj EXISTING WELL TO BE DECOMMISSIONED (ABANDONED) IN ACCORDANCE WITH IDAPA o 37,03.09 - WELL CONSTRUCTION STANDARD RULES. Q o I I III \ I 18 I ow FUTURE PHASE I I I III \ I I I I I h TRICIAS CROSSING I \ I T I SUBDIVISION I I I I > \ I Oz o 0 I II I \ II o Q o 0 I � I I I � I I � � cn II I _ I oz > Q co o 0 / I III I I o � m m co, En LL cn W ZCD z cn \ I III I x w � I 25 I Q Cn I - - CD _ - - - - - LLI - - - - - - - - - - - - - - - - - ------ - ==---=-------- -- -- -- --- -- -- -- - - — — — — — — — — � - SAFFORD LATERAL (NMID) ----------------�_-�----------------------------------------------------- Q Boa— — — JroP — — —1 -- — _ — —Q m: TOP TOP c3 OP SOP TOP— TOP — — \� TOP TOP TOP TOP — TOP mE T� TOE �E " TOE T0E�T0E POE TOE uE T� Ta roE TOP TaE TOP TOp — 03/06/2026 1" = 50' / I J TOP TOP�—TOP TOP TOP TOP rce TOPS '� 0E rae TOE ae TOe Ta � TOP 1 TOP T� DESIGN: DRAWN:' o z / ALH PDL vuj ¢, v /� �`' JOB NO.: FILE NAME: Q o w 8066 8066-DS-S-DEMO-PH03 FUTURE PHASE — i REF. C2. 1 u - NO.: w NOES 2 OF 35 z 0 L U) < fr7 y = W AURA DR AlZ o 0 r DAYSPRING I SUBDIVISION NO. 2 h FEET J r 50 0 25 50 100 ( U J 1 1 Q Z r I 1 i GRAPHIC SCALE f L \ - - -I I _- - 1 inch = 50 ft. Horizontal Z /� \/ / / ❑ 0 EARTHWORK QUANTITIES a W o- l I ❑ 22 I PAD I � - EARTHWORK QUANTITIES ARE BASE ON NEAT LINE CUT/FILL � ��sI 19 2544.0 PAD PAD I / AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. FUTURE PHASE RR I CUT: 20200 CY �� PAD I y �sQ �a � I 2544.0 ? � 2542.4 I Z � I 2542.7 L- �ti sQ I �s / FILL: 10,000 CY �s��I ryy - - 2jI I�'� - - s� R?�sl I I ❑3 NET: 10,200 CY (CUT) W 04 > OO 2 124 LF PAD P PAD ' 2542.5 I f f I / nnnn � � F 1 2542.2 I I 4 I KEYNOTES UU • o 00 �yoti �� 1 1 18 I ❑ I ❑5 21 --H.P.-- I - �. u a, e ss PAD I O1 LIMITS OF GRADING. 04 PAD RIM: 2541.57 3 3 RIM: 2543.13 SR W 00, 2545.0 PAD I PAD I + I + I2?sue tio, Z to "2541.8 \ E 2s ha I 2545.0 I 2542.7 I I - - ti�� I O2 1' DEEP SWALE PER SECTION C-C, SHEET C3.2. Z W 0 LENGTH PER PLAN. - Z � - 1 O3 AREA DRAIN PER DETAIL, THIS SHEET. SEE Q -H.P.- VERTIC L AND FILTER 3.5 6C ° T ® / PLAN FOR RIM ELEVATION. d - - - - - - - - - - - 3 RI 3 `k I R s 4 y _ o 3M: 2541. RM 2543.17 E � � � I ❑ Z M Lu �I I © � ems¢ 7 \ I /� � ❑ � 1 1 III I PAD PAD I I I \ I I 20 I W PAD I PAD f I I PAD I I Z 2541.E I sQ o 2541.E ? 2545.3 I 6�I 2545.3 �s PAD I } 2542.E 2542.8 Q L Lu A A L ° ® I °� - - 1 ❑ z h ~�54 BLOCK 14 - I 3 BLOCK 13 s4 BLOCK 12 - - - - - - �- - - 54 I I - II 11 � 16 - _ w I I I B ❑ ❑ I ® T1 m >-- PAD 2542.0 I �s z I PAD PAD I r I PAD I m m o I I I I tih�� Ai9s m 2542.0 2545.0 23`u k�o 2545.0 s� I 9 I z BLOCK 11 z - - - - s PAD I TRICIAS CROSSING d } I I I I J 0 2543.1 � I Q IF o °' I ✓� I 5 SUBDIVISION + II I h 319 LF 2❑ 8 I Z I PAD PAD I I ❑ I PAD I I I I 2542.4 I I I 2543.3 J �s� ti5 I � 2542.3 ?s I PAD I PAD I I ?�s yeti' - ��`�s I eye 2544.7 J asp 1 I o � 2544.7 � 1 I 10" GRATE - I _ NDS 1050, OR SIMILAR FINISH z II I I I I it 2 - N GRADE o I I C C PAD sQ H9 - Q �h� 1 q MIN 1%M1N I B I I o�ti 2543.5 �s�s I o �yeP' v I 13 I � I s L .� � ` ❑ 14 I I 21 I „ ❑9 10 - - I I 8 ADS SOLID PIPE w PAD I II I I F I F I I PAD I I I 1 I M I y6 2542.6 I 2542.6 PAD I PAD 2544.4 �s 2544.4 I I WRAP TOP AND SIDES OF ROCK - - uj9s `' WITH NON-WOVEN FILTER FABRIC oo° 3:1 I I D - - ° o° SEE AMENITY SITE I 17 6 I 8" ADS PERFORATED <go h I GRADING DETAIL, PIPEPAD z m TEMPORARY STORM 14 PAD 3 SHEET C3.2 2543.9 oar � WATER BASIN 3.7 / ` I I 2543.0 I® 10 I 11 ti� �sQ PAD I go 1 q PAD tih°`' P 2543.9 o r �6� 2542.9 I 2s } f ° I I PAD I I PAD - - %" CRUSHED ROCK CHIPS o°c czj I I ��c w - - R �s�g� I �9 2544.1 �s� o, 2544.0 �s I OR 2" WASHED DRAIN ROCK a - - ass I I - - RS° - - EXTEND TO cD 54 ti �s FREE DRAINING w II I I I A MATERIAL o Q , o FUTURE PHASE I� IIII s I I y 54 \ cD I 2' I o I` 12 PAD I ►� w II `J I oy 2544.3 �sR - s4 PAD I PAD I R h I AREA DRAIN DETAIL ��5�� 2543.7 �s �° 2543.7 �s N.T.S. e � ��. - W BELLE MEAD DR + I ti s �ti� ss 7 I I II I I I PAD - I r� I I� I 2544.5 - � 5C o s I �' ❑ � I I I I z I 15 O 5 I I z a 12 I / � - s � ❑ 13 I �oti�o I <I PAD I PAD �'I 2544.7 I PAD --H.P.-- Z C) ti I 10� 2543.3 �sR ° I 2543.3 l 1 - - Q I I / W � `sir h so �ti. _ s� RQ sQ Iti ti� O - A� �ti J o I I CD TEMPORARY STORM Z Z WATER BASIN 3.6 I PAD \ _ ° ® { I 14C + O n _^ o T2543.0 � � - - - - 1 I he6�L - \�s'?9� �4 W RIDGESIDE ST 5� ® I z - Q CD I o >PAD I Q0 o I I yo o� F ° 2s �.2s �a. 2545.0 Q M CD CD I 22 I _ Ss m T r= �6h6� 2543..5 �s�s 1 M �sAs2� ��h�6oy, J / I tih BLOCK 11 I ` J (' / / IIcn F 20C I 19 i 18 I I 17C I 6 I 15 I 14 III 13 I I 12 I Izi I I I Q Z Z / h /� I h Z I I � I I PAD I I PAD I N PAD I I/ PAD I I PAD I I PAD I I PAD I 10C 9 I W 24C 21 / I 2542.E 2542.3 - 2542.4 2542.7 2543.2 2543.6 PAD Q 5 \ I I ❑ / I a I 2543.9 2544.2 V)PAD PAD � 2544.1 L I ? 2545.7 O O L - Q Ld H _ J c�-254 jj� CD CD --- 54� � SAFFORD LATERAL (NMID) DATE: SCALE: _ - - - - - - - - - -- _ - _ - - TOP - - - - - - - - - - - - - 03/06/2026 1" = 50' � T �OP� rtOP -7�' TOP TOP - TOP-� c� o 70P TOP ----------- TOP TOP TOP TOP TOP TOP TOP � TOP TOP T-TOP TOP TOP TOP TOP TOp - �� I o �54.3 TOP TOP TOP T P- DESIGN: DRAWN: I j I ' O I o , / / AlH PDL FUTURE PHASE `" a / / / JOB NO.: LFLE NAME: II Mw _ - - o / 8066 E-DS-S-GRAD-PH03 w NO.: C 3. 1 NOES 3 OF 35 Z O F U o ?� O �y6 2� w U O O Z ,1 o Q LL I I I I 2�58 2543.67 I I I O> OR if) a IV W C~/1 RIM: 2542.52 4 I Of I O oti_ 2543 Z 45 3.57 RIM: 2542.82 4 I 20 0 FEET 20 40 oho � I � RIM: 2542.61 \ 069 I W 2543 \�,�� SR I I GRAPHIC SCALE f r - 20' 16' R3' R3 SR�� 9 I 1 inch = 20 ft. Horizontal O I �S RQ R�� SR��o �sA�sy RIM: 2543.41 4 �� A 00 M I S I 00 KEYNOTES a Z 00 N I I \ O1 5' DETACHED CONCRETE SIDEWALK PER ISPWC SD-709. Row R o I \ 7 I O PLAY STRUCTURE. 2.0' 6.0' 5.0' 20.0' BUILDING PAD 12.0' Z I 5 I O PATIO WITH SHADE STRUCTURE. } C 0 I I I w - . N I 2 2543.48 ® AREA DRAIN PER DETAIL, SHEET C3.1. SEE PLAN FOR > +N., O O RIM ELEVATION. G.' O 9 8.0' LANDSCAPE 1.0' I 0' i ti5°��o \ ti�'��o °��o Rl¢5 O5 BENCH, Rn/ N c J), ob BUFFER 3:1 MAX I 3:1 MAX / I U N 04 LU FINISH GRADE STREET 2_ UBDING PAD I \ �N ti I ZLLJ 0O1.75% S i \ I • Q \ v M I V' O TYPICAL GRADING SECTION A-A NTS I n W Z v 1 RIM: 2541.97 ¢ �� ¢ RIM: 2542.06 ZW - � = Z J LO Q R 5.0' BUILDING PAD 5.0' R 1.0' I I 1.0' - - - - 4 _ I I / FINISH GRADE I BUILDING 2542 W RIDGESIDE ST P B PAD AD UILDING I 2:1 MAX 2:1 MAX z 0 AMENITY SITE GRADING DETAIL TYPICAL GRADING SECTION B-B SCALE: 1" - 20' NTS w 0 a Cn m cn r U 30' WIDE COMMON LOT R w c� LO a 1.0' I 6.0' 4.0' 5.0' 1 3.0, 10.0' 1I 1.0' 0 m I 4:1 MAX 0 N o I BUILDING PAD Ij 1.75% Q0 N BUILDING PAD CD j 20.0' R co o I ►I 3:1 MAX I 7.5' 5.0' 7.5' I I O TYICAL GRADING SECTON C-C 0Q NTS Q p 1.75% I Z r 0 Z z J 0 0 TYPICAL GRADING SECTION E-E Q Q W I - p 0 p Q 2,0' Row 6.0' 10.0' 18.5' R 120' BUILDING PAD 20.0' 5.0' 6.0' Row 2.0' °c Z 2 0, Row 6,0' 5.0' 20.0' BUILDING PAD 15.0' R m 0 8.0, I Q C' 1.0' I 1.0' LANDSCAPE 0 8.0' BUFFER 8 0° I I !�^ Z un LANDSCAPE I LANDSCAPE v z BUFFER i 4:1 MAX I 3:1 MAX FINISH GRADE BUFFER 4:1 c ~ 3: VARIES1.75% 1 1 2•00% STREET Q FINISH GRADE MAX o 0 2� 1.75% � �� / 1.75% VARIES STREET 2.00% f- C� rLd MATCH EXISTING Q Cn o z w CD z TYPICAL GRADING SECTION D-D TYPICAL GRADING SECTION F-F >- NTS NTS Q o DATE: SCALE: 03/06/2026 1" = 50' DESIGN: DRAWN: CD ALH PDL 03 JOB NO.: FILE NAME: Q 8066 8066-DS-S-GRAD-PH03 0 i v REF. C3.2w (NO.: NOES 4 OF 35 DAYSPRING Q� SUBDIVISION NO. 2 Y�G W AURA DR Q Z _ p v �w W z C4.9 �yCd' Pic' ALLEY E (PUBLIC) C4.4 r r � Q CZ) C4.8 < U U H C) J C41 a- � z I TRICIAS N m I CROSSING IF= ZFUTURE 0 Q z SUBDIVISION PHASE < NO. 3Lu W Z O C4.2 w a 1 i i i i i 1 C4.3 m Q Z I I I I I I I C43 W BELLE MEAD C4.10 z 00 BLOCK 14 I DR W 0 I 1 9C 10 11 12 13 �'5 C4J I I I I�`7 2P�54/3 '❑8 _ }C4.6 W RIDGESIDE ST � —6a)25 \ O LU04 2544 '5 2543 5 C4.2 O O 2544 d„9 I Ida 3 SAFFORD LATERAL 2544 ————— ———————————— n o�0Oo V � O 0 ! ' + + + a) M � LJ O W �2 4 Lo FUTURE Z v C' Q N N PHASE W 0 C4 W 5 SDCB 3.1B coN Z T Z i av 11+00 2543 12+00 N DAYSPRING WAY 13+00 U) w — — w w SHEET INDEX 3 A2w 10+p0 SS,�< I c 2543 O SS„e < Z (A N.T.S. V' p g' J DAYSPRING — 1 = LU W n n n M SUBDIVISION NO. 2 'ass y _ 5 SDC83.1A cn —N N o � Q w Z CNn O+_ 0o A v O O > O O O > > C /� W rl O + + M o r-i 44 u) ? z v z 2543 + v�i + M, C) ti N N 2543 2542 Z IW � I A FUTURE I A FUTURE I L PHASE I PHASE V) 1 N N I I N I I I I I I I 1 KEYNOTES O1 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. PLAN VIEW: N DAYSPRING WAY 2O SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC STA. 10+00 TO STA. 13+50 SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE zo SCALE: 1" = JO' PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. 30 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). 0 ® 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 5O STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, SHEET C5.1. Q f- m r U Z W 2550 2550 1 1 1 1 1 1 1 1LO N O \ F- O Q Q N CD O Nir- r C' O C7 O Q(n + Z p W oZ I cn + N W II x O W Q W II N O O W 5 Q J 2545 °O m > 5- 2545 + m a PROPOSED GRADE AT ROAD � T-- L 0.50% 0.50% O _ _ _ 0.50% 0 Q _ Q Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LO LL.I F— z— — — — — — — — m N EXISTING ROADWAY PROFILE EXISTING GROUND � O 7 Z o L PER DAYSPRING SUBDIVISION NO. 2 12" STORM AT ROAD Q U O DRAIN CROSSING � w C ~ O O 2540 w w O T z = O U) = w 0 + o ch Q � Z O Q o U Q m w � 2535 2535LL F— w _Z cn CD C� FEET z '^ Q 30 0 15 30 60 V ! Ld U w GRAPHIC SCALE CD 0 w 2530 253 0 1 inch = 30 ft. Horizontal Q FEET CD 3 0 1.5 3 6 z M N M N n 7 CV fM C4 Q NI� N 0 N C N N GRAPHIC SCALE DATE: SCALE: 0 1 inch = 3 ft. Vertical 03/06/2026 1"=60' � 10+00 11+00 12+00 13+00 13+50 DESIGN: DRAWN: 0 ALH JBS cc PROFILE VIEW: N DAYSPRING WAY JOB NO.: FILE NAME: STA. 10+00 TO STA. 13+50 sobs 8066-DS-S-PROF-PH03 HORIZONTAL SCALE: 1" = 30' REF. �� u VERTICAL SCALE: 1" = 3' (NO.: 1 j / NOES 5 OF 35 Z 0 F DAYSPRING Q� SUBDIVISION NO. 2 I z C O W AURA DR o Ld J� �O 0 'S'6 �1 o Q Z _ O CO >- o Q v W w a ALLEY E (PUBLIC) o r z r I C4.8 I a <D SEE SHEET► 3 �I 22 21 C4.� Z z I TRICIAS Q <n m I CROSSING n � T 23 254 FUTURE o z SUBDIVISION Z I I Go ❑ 2544 2546 I PHASE z NO. 3 Lu I rr*1 I Z BLOCK 14 m — Id"9 0 BLOCK 11 I C4.2 W �_ ' 1 C 2544 - 9 O ILLJ 14 p 2 Id"9 Id" 24C I C4.3 m � 1 2 I I W BELLE MEAD C4.10 z I Q Z ' I 11+49.00 PC C4.3 -2543 11+49.00 PT 254q,35 VC- 11+42.50 PT DR W VC- 7u.s= - 2544.03 VC N >o a> ?S C 2544 2544.35_ _ i \ c'n> + ;' oo> > �I C4.5 C4.7 (o 11+42.50 PC' 2 �j0�� +h W� z� Z 12544.00 VC 3 ^a��h. N w L D o N o v o w n V �, C4.6 W RIDGESIDE ST Sul II 6 S N `D � Z co tp u-i I -25 w di I ' N 0 N _N� �sG�� 3 zl — — FUTURE N c4.2 0 0 c w w M" +00 - M,z PHASE 41 a) N 16 M 15+00 —— 3 I � 17 0 ° a Y _ N --- SAFFORD LATERAL —- ------ O o0 9 t ss - _N ----- ----- N pAYSPRING WA `�ss —�t— �—ss"8 � I Dj M..ZI o ss„g ss"a— I ° I Z W O m n 14+00 ss"8 �, <� -� ° N 1 FUTURE Z w C) ~ STA 14+55.53 N DAYSPRIN < N+ >o a - PHASE Z 0 u) z - �TA 10+99.50 W BELLE MEA DR �Q o v oo ^N o > ¢ I I • Z i = cc R fr125 N + + o N � J N o�544 s g 2SRy I f(fL _ a N m 4 N 14+84. gc � SHEET INDEX 5 3 M 43 2544 23 VC - - 1 10+56.50 PC / 254 2 _- J W w ,^ 1 � 2544.03 N.T.s. � 0 (}l v 2544 C b I p oo yg'VC I 1000 PT FUTURE 254 +50. I n n n Z M 1 .50 PT 10+50.00 PC 2544.35`W I PHASE I I I lul I I Lu 1 2 � � 2544.35 VC I I W I I I I I NOT A nnnn Z I I I p _ i PART z 0B — I � � I W ' 42 I 254 25 I I � I = Z 1 PLAN VIEW: N DAYSPRING WAY STA. 13+50 TO STA. 17+50 SCALE: 1" = 30' KEYNOTES FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4. O1 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). 20 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 3O 5' WIDE TYPE A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE 0 WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). U (n W J Q 2550 ¢ It N 2550 N r LL � N `p 3:w II II N ao Z Z CD W Q W ¢ W Q M N �p N W N W O II to LO II Z 5 d � � N N + Ld W—d W \ � Q N w PROPOSED GRADE Q > o N ¢ AT ROAD 0.50� �' `�' CD CD Cf am > 0.50% w N 2545 �o =- 2545 0 CN 0.50% 6" PIRR \ �\ Q - - - - - - - - CROSSING cv I • _ H EXISTING GROUND I Q O AT ROAD W (� Z LLJ= z 2540 ILL. O wo J O F- Z Z w = O o LLI U) ~ CD L U 0 + o Q Q 0 co z z m CD 2535 =- 2535 Q m 0 w Q w I FEET W Z j30 0 15 30 60 W CD Q GRAPHIC SCALE (� z i 2530 I - 2530 1 inch = 30 ft. Horizontal U w I 3 0 FE5T 3 6 U) 0 � O N n N n `T CD 0 z C4 � � C4 ui � ui w CD N N N N N N z GRAPHIC SCALE 1 inch = 3 ft. Vertical z >- 13+50 14+00 15+00 16+00 17+00 18+00 Q o DATE: SCALE: PROFILE VIEW: N DAYSPRING WAY 03/06/2026 1CD "=so' STA. 13+50 TO STA. 17+50 DESIGN: DRAWN: ALH JBS cc HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' JOB NO.: FILE NAME: Q 8066 8066-DS-S-PROF-PH03 0 cn i REF. C ■2 w (NO.: 'T NOES 6 OF 35 z 0 F DAYSPRING Q� SUBDIVISION NO. 2 I z C> O W AURA DR o Ld J� �O O 'S'6 �1 o Q Z _ O C� >- o O v W w I a ALLEY F (PUBLIC) �'4 I o >- z >- o C4.8 0 C41 Z z I TRICIAS Q N ¢ I CROSSING n Z FUTURE o z >- SUBDIVISION W SEE SHEET C4.1 SEE SHEET C4.4 PHASE 73' m M . z I I NO. 3 x I ct: Z 1; BLOCK 14 N o O N C4 + .2 w N 14 n 3 Lu CO m 6 N Nr c C4.3 W BELLE MEAD C4.10 z I Q W 0 DR 7 1 +98.53 PC 131 0 �' 13+98.53 P 254 15+17. 9 A a Z O > - X VC Z �+ 2544.v�GgG c� c� _o - �25i2.81 RC 254+20.03 - _ C4..5 C4J c r M U TV 15+27.03 PC Z 1 v C4.6 W RIDGESIDE ST v �d 1kk55 000a>o r ~ o > 4 } O ti5 \� o o co 1C z o i5I3.12 VC U) Lu o N vo aJ MO�v > N a a > n CN 3 z 3 ¢ N C4.2 I a � 0 0 c 3 1 Nn 2543 ate+ O A - N - _ - - - -------- a > _ o �n o .. W �a > _ -o > > d I - ---- ----- - ---- N O�� N O O n O o �� SAFFORD LATERAL d o a � N C --: I q cv �+ v S n M STA 12+87.50 W BELLE MEAD DR = ------------ ----- ------ O a h o o M o aMo n --- ----- M • V) ob W p N o o N 6 by + N N N STA 15+74.03 N BARNSTEAD WAY U N 0 EU TU R E 10+00 A 11 00� I 12+00 2s4 1 + �113t`17 I FUTURE Z ~ PHASE I 5 I R6 N 4 �6 - °° I I I 15+74.03 GB i PHASE Z w o N ti 2543.14 RC I • Z i STA 10+99.50 W BELLE MEAD DR = ra STA 14+55.53 N DAYSPRING WAY 5a U U I Q N J _ Q�O > O O > I O �n O O n O M 5 W BELLE MEAD DR I N (T p M "S� S O ? O d+ a N Q N } ± N N c+y N W�� N oN N � N N 3 o SHEET INDEX 3 6+00.00 3 A 3 2543 01 RC O N.T.s. o I BLOCK 13 Z M aZ ace macs aUImU N � lI Q y�.I O M�n M O o�� M O m O > N'Q��O I 5C W O O:w> pp O �f) N O U7 O �51 / CV O O .. O N `A n n W o + v\�� + X9T a + a 24C cv w + a 16+21.03 PT 1 �/ // / Z_ w N 1 2 0 m1_l3 S 6��e N N ` N _ Z 2543.12 VC A Q \ 5106` 15+12.�PC - - - - 16+26.00 7 a 5 12.53 PT 2545.05 VC 2542.88 C Z ZSA� Z coo a w 5 5.05 VC A N Of1 44.26 P W 6 & M 1 Q BLOCK 11 m 2 42.79 C .7 RCI Z 25 \\ W N ( I a � 23 16+5 n N RC = Z J of co 16+50. 0 GB 2542.7 c\n ¢ a m In O O I KEYNOTES N n �\ 1O 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). 73' SEE SHEET C4.2 SEE SHEET C4.5 20 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 30 5' WIDE TYPE A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE PLAN VIEW: W BELLE MEAD DR WARNING SURFACE PER ISPWC SD-712 (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). zo 50 RAISED MEDIAN WITH 6" VERTICAL CURB PER ISPWC SD-701A. a FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.11. 0 © TEMPORARY STORM WATER BASIN, PER DETAIL, SHEET C5.4. w 0 +7 TEMPORARY STORM DRAIN EASEMENT. a I I a} m o v= ¢U U LU Z_ Z M 2550 J} „ 2550 Q N LO O U? to m p � � cD ¢ O p�0 00 't Z L Cq CD ¢¢ O M W LLJ N ¢ N 00 ± to N CD ++ I 11 + N CD LO � W O N 0,0- CDp0 r- N Z > LO Lv- W¢ N L(7 II II m g II � J �� LLJ II + N m m r': rnM N � N W ¢ ¢ w II �'z00 N o CDII II o >w O¢ > cnw �� 5 > + LO N CD 0 W Q N W a- Sa (n M EL M(n W ¢ W Lo O N¢ ¢ W N L(� 7 j Z > > J I� II F- JLL' J CD v o+ N as w�aw » cnw m^ II IINw tnw _ a s � PROPOSED GRADE N Lc L I >s -> Q IILu 2545 AT ROAD ¢¢N w w a a 2545 M w 00% 2.00% 2.00q, cn cn a s j a 0.50% 1. 1.00% a _ 0.54% O 1.75 6 _ o 20pq, 1.75% O Q N II - - �\ - - - - - - - - - - - - W 0 6" PIRR EXISTING GROUND LL- 0 CROSSING AT ROAD � OZ 2540 =- 2540 L! U) Z Q � Q o M CD m � Q J m w IN w �_ Q 2535 =- 2535 w Z CD z FEET Q 30 0 15 30 60 Ld U w Q Cf) GRAPHIC SCALE CD 0 w 2530 =- 2530 1 inch = 30 ft. Horizontal FEET CD 3 0 1.5 3 6 L� c c 00 rn u QN N N N N N N 0 GRAPHIC SCALE DATE: SCALE: 1 inch = 3 ft. Vertical 03/06/2026 A 1"=60' 10+00 11+00 12+00 13+00 13+50 DESIGN: DRAWN: CD ALH JBS cc JOB NO.: FILE NAME: PROFILE VIEW: W BELLE MEAD DR 8066 8066-DS-S-PROF-PH03 HORIZONTAL SCALE: 1" = 30' REF. ^ w w VERTICAL SCALE: 1" = 3' (NO.: C4.3 / NOES 7 OF 35 z 0 F DAYSPRING r ` Q� SUBDIVISION NO. 2 I z C O W AURA DR o 0 'S'6 �1 o Q ri _ Z 0 U AZ Z C4.9 ALLEY E (PUBLIC) C4'4 I o r Z r � Q o C4.8 Q U U' H � J C41 � z I TRICIAS <n m I CROSSING n Z FUTURE o z SUBDIVISION PHASE z Lu NO. 3 x I ��J Z BLOCK 13 I C4.2 \ 19 18 5C 17L2542-- 5 C4.3 m M \ DAYSPRING ❑ I I I I I I C4 3 W BELLE MEAD C4.10 z I a Z o SUBDIVISION NO. 2 I 1 1 I I DR — �] Lu C4.5 C4.7 • m_ _ _ C4.6 W RIDGESIDE ST 0u ou ou o � o � Z+ NO NO � o nN � o0 OOinl + + N A + � n n W LU N O C7 O (� � N N® N N N N N N O I }, 0 0 n O W N Q � '2 W\ i 1^ ' +.+V LO -- ----- Mus M„s Mus Q U 00 --- SAFFORD LATERAL : -- --- ----- 1 2s 6 SDCB 3.28 2542 -- ----- ------ • `, 0 11+00 A� 0 5 12+00 N BARNSTEAD WAY 13+00 14 to W a) N — — — w W FUTURE Z 2 �< cn �E U) ss„E < ss,.s < ss„s < ss„a < SS 8 < < ss„g Z to PHASE Z W 0 �\ ` 8'SS ©SDCB 3.2A = W • Z i W Q O N + d U U U U J W U U U SHEET INDEX 3 M M M N o N N.T.S. /$ Ti Ti i tP O M N N N N I 0 Y Z N O ONi O N cV OOD Q N + cV + � N W + � + � + � / Z O .'T1 G'i CA7 pOo N N N N N N M N M N 3 4 Z M 6 I W BLOCK 14 I I W 2542 I I I Rn Z ® I I 9C l I 10 1 11 1 12 I Z / I I I ❑ W I I DAYSPRING N I SUBDIVISION NO. 2 I tih� I m of PLAN VIEW: N BARNSTEAD WAY KEYNOTES STA. 10+00 TO STA. 14+00 SCALE: 1" = 30' D MATCH EXISTING CURB, GUTTER, AND SIDEWALK. 02 SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.11. PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. 0 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). Z 0 ® 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). U 05 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD w SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, LOW POINT STA = 11+80.00 SHEET C5.1. LOW POINT ELEV = 2541.29 PVI STA = 11+60.76 2550 PVI ELEV = 2541.15 2550 m A.D. = 2.45% co K = 26.51 r 65.00' VC U Z CD Q N M (0� N N D 00 N O N W > � O M N ± N LDO Q oN o � II II II II oz o II CD W cc(N LLJ(Dw w W> U 2545 � 2545 CC No m�� \ / �I — — — — — — — — — EXISTING GROUND O AT ROAD O _0.50%- - - - - - — � � � - - + C - - - - 1,5pq PROPOSED GRADE - - - - - - - - - - - - - - O 11;4- .� 1.gsq AT ROAD q 0.50% 0+ LO O EXISTING ROADWAY PROFILE Q _ o � — Q PER DAYSPRING SUBDIVISION NO. 2 Q U < Q W Lu — 2540 U) W Z z = L� O Z z 0 12" STORM J W 0 ~ DRAIN CROSSING U W O 0 U) 0 Q O U z ch O+ o Q Q m � 0 2535 2535 z Q m w J C/) 0 u Q FEET W 3:: Z 0 30 0 15 30 60 W z CD Q Q GRAPHIC SCALE W (� 2530 2530 1 inch = 30 ft. Horizontal C/) Lj FEET z Q � w 3 0 1.5 3 6 CD N r- M 00 00 DO M i i i i IQ z N � � N Q N � N N N N N m CD z GRAPHIC SCALE 1 inch = 3 ft. Vertical z u� 10+00 11+00 12+00 13+00 14+00 Q o DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N BARNSTEAD WAY DESIGN: DRAWN: CD cc STA. 10+00 TO STA. 14+00 ALH JBS _ HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: Q VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-PROF-PH03 0 cn i REF. C4�4 w (NO.: NOES 8 OF 35 DAYSPRING Q� SUBDIVISION NO. 2 �� 0 �2 W AURA DR 4: N7 0- y Q Z 0O O v �� W z C4.9 � `�,y�d� Pic' ALLEY F (PUBLIC) C4'4 r r � Q r C4.8 o 0 c� < o J �1 � TRICIAS m z CROSSING Z FUTURE a z SUBDIVISION Lu PHASE NO. 3 W Z O C4.2 W SEE SHEET C4.6 I I I - - - - I I I I C4.3 m a Z I tih°� MATCHLINE STA. 17+50 2517++155.96 00 C43 W BELLE MEAD C4•10 Z W 00 / � I DR - / T7+5o.0o N 1 17+50.00 I I rJ C4.7 • 2542.20 RC I 2542.20 RC I (0 I o 21' UTILITY LJ Z 14 I 3 I BLOCK 13 w EASEMENT C4.6 W RIDGESIDE ST ? u � � O Lu N I ❑ � 2543 z , 65+4ETRC 2P. (n 17+22.80 PC 19v) p 2542.35 RC ❑ D N �'2 5 O N J I I ----- ----- ' N II r SAFFORD TERAL + 3� --- --------A ---- ----- -- ❑ evn vI W + O 2 O M N+ - L'ON � W V` O 16+97.84 ,r + NW 2543 FUTURE U )2542.49 RC w 0� PHASE Z 14 2 1 2543.55 24. _ U Q M..8 M M„8 + I FUTURE O Q _ N H H 5 43 tom" 1.0% ss.,a o o -1 J � Lu c� oo N BARNSTEAD WAY 15+00 2�A3 / o ss.,a --� o PHASE a N = w M - - - 1 -I - - 1 ;J 2oc N of I C SHEET INDEX 3 (n Z < (n SS„8 ss„a STA 15+74.03 N BA NSTEAD WAY= I M J STA 12+87.5 W BELLE MEAD DR 16+63.09 2542 0 2543.55 2543,98 2544.40 Li N.T.S. O w2542.69 RC Z M fA QV d U / I - - w ^ � U � VN� � / W itLLJ + �-+ �� - �Jvl Z = U � 6 `_c cv W12+51.00 PT 12+51.00 PCN 2543.32 VC W 2543.32 VC `r N`rN `rN tea' 5� ❑ 2+43.35 PC 12+43.35 P � I 2543.83 VC ��0 2543.83 I -It 11 BLOCK 14 I I I I 21 _ I I 4 h a I 23 22 I m a 13 14 1C N w 24C ❑ I I N XJ J m 00 N SEE SHEET C4.3 KEYNOTES 10 5' TRANSITION FROM 6" VERTICAL CURB TO RIBBON CURB. PLAN VIEW: N BARNSTEAD WAY/W RIDGESIDE ST/COMMON DRIVE 0 3" ROLLED cuR6 AND GUTTER PER ISPWC sD-702 (ACHD SUPPLEMENT).STA. 14+00 TO STA. 17+50 Z SCALE: 1" = 30' 30 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 0 ® RAISED MEDIAN WITH 6" VERTICAL CURB PER ISPWC SD-701A. U (n 50 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD o FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.11. SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). © 5' WIDE TYPE A' PEDESTRIAN RAMP PER ISPWC SD-712A WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Q 70 2' WIDE CONCRETE RIBBON CURB PER ISPWC SD-703; MATCH CROSS m 2550 r 2550 SLOPE OF DRIVEWAY. N �� U o ® 16' WIDE ASPHALT COMMON DRIVE, PER DETAIL, SHEET C4.12. z awuj LO N W Of J M N N Q W U N W m m O 00 Q Q r')O C N On ' O lf) + N N �0 CD r-00 ,+NQw II II W w Q w N 2545 N N ~ J 2545 PROPOSED GRADE Q0 AT ROAD 0,50% 0.50% - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.56% z ° EXISTING GROUND O O QQ Q � 1-- AT ROAD F- F- W - ww (1) w � O + Z I` Z z U) �� OBI` wU UW O O E � a a � � wQ zc� � Q � p 0 co 2535 2535 z Q O m i ` E +Q z w ¢ � Z cn FEET Z j 30 0 15 30 60cn Elf CD w z T V) Q GRAPHIC SCALE W 2530 2530 1 inch = 30 ft. Horizontal ❑ z FEET z Q (n `L _ _ 3 0 1.5 3 6 0 0 �/ CO M O rn N N LL W N � N Q z N N N N N N N N I Cq GRAPHIC SCALE m E 1 inch = 3 ft. Vertical z 14+00 15+00 16+00 17+00 17+50 Q o DATE: SCALE: 03/06/2026 1"=60' co PROFILE VIEW: N BARNSTEAD WAY/W RIDGESIDE ST/COMMON DRIVE DESIGN: DRAWN: co STA. 14+00 TO STA. 17+50 ALH JBS o HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' JOB NO.: FILE NAME: Q 0 8066 066-DS-S-PROF-PH03 8 i REF. C4.5 w (NO.: NOES 9 OF 35 DAYSPRING Q� SUBDIVISION NO. 2 0 Y�G W AURA DR 4: N7 Q y Q Z 00 v �� W z C4.9 ALLEY E (PUBLIC) C4.4 r r � Q CZ) C4.8 < U U H J C41 � z I TRICIAS N m I CROSSING n Z FUTURE Q z SUBDIVISION Lu PHASE < NO. 3 SEE SHEET C4.10 Z 7, cl� �E7 I C4.2 n w `�_ C4.3 m / M I I N BLOCK 13 o 00 BLOCK 12 I C43 W BELLE MEAD C4.10 Z I a W 00 I I I + I DR C4.5 C4.7 c I 04.6 W RIDGESIDE ST Z O J I I _ � I N04 — I 1 5 - — Z _ — — — — 254 — — I W • 0 6 16+32.00 PT N 4.2 I aN+ 0 o c� 1 2 o c 4 PI m c� 16+32.00 PC � 2542.83 RCS � m c 1 2 4 P� o c o c� O oow o � o c o � o � c� � cc mac c o o o f6 � N o � � oo � 0 2542.50 RC R2�'�� rn on o n Z o0 0 14C n o0 0 ±' + N + m + o �, I �0 � -i W + _ + -- — ----- ------------- ----- ---- N CN a^o m m O N O N w d 1 N V O M O N N N N ^ N + M O O L 0-LLB +� + W In N M M o -- SAFFORD LATERAL N M 5 X°1' N OV N N co N N N O O lf) ti Ni rn 3 CV LLI � CV CV FUTURE Z (n •! U Q 8"w b vv - 8"w 8"w 8"w 8"w Q U PHASE w 0 2542 OSDCB 3.3 I I 2542 4 R3 ~ ~ ' Z >+ W U) — 18+00 — 3 — I I 19+00 W RIDGESIDE ST — 20+00 25 — _� 21+00 — — 22 U) W O Q LU W { 254 LU STA 1 +79.80 W RIDGESI ST= "') "� — I W = d = Z co2 STA 16+68.50 N WOLCO Y Z N cn — 8„SS 8"ss 8"SS S 8"SS 3 g 8"ss —$ SS S SS — w SHEET INDEX 3 W = OSDCB 3.4 cn U)LU N.T.S. o Q m m � Z Q nnn Z ri C? U Cb U U U U J W In O OO O r In O> N pp M Cb O 00 CV N M (D M CV 7 CV I� cV Q� cV r7 O r'i Q N N) O> M W I + �} + a + + + + + + W + + I N I N N I O N O N N N N COV N N CV N N N _ / / i W I ^ N O 1 2 I I I I I I I I BLOCK 11 I I I I I I W I I I I I I I I NI I 18 17C I 16 5 14 13 12 I = z J LO L Q I I I N N I KEYNOTES PLAN VIEW: W RIDGESIDE ST 10 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). STA. 17+50 TO STA. 22+00 20 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). SCALE: 1" = 30' 30 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 Z (ACHD SUPPLEMENT). o FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.11 & C4.12. ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). 50 STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, o SHEET C5.2. LOW POINT STA = 18+30.00 LOW POINT ELEV = 2541.88 PVI STA = 18+29.14 PM ELEV = 2541.84 2550 A.D. = 1.06% 2550 m K = 28.29 30.00' VC II N� LU W a m Cn 0 O N cD C D C) O) O M O W + - O 0 0 N 00 N 0Lo 0 0 �'2i N + N LO c D Q O N O M O Q II II II o Z + � O N + N II > + � oLO II o N N w a J rn `" m II ¢ �>, EXISTING GROUND c) r r ¢ w v~i w AT ROAD w 0 2545 > > W II II rn Cn � - - 2545 O d d J —(n W d d N (/7 W HH> 5 _ - - - - - - - - O N co co 0- W _ T - - d W — — — — — — 0.50% - - - - - - - - 0.77% 0.75% p N 0.50% O O � 0.56% + L0 CAI L ti 04 ti = = I PROPOSED GRADE CV U Q AT ROAD Q U O Q w (0 U) w � Q Z = W W C/) o Z Z = U J 6" PIRR J ( O Q Z Z a_ w 2 �� CROSSING 2 LU O 0 o Q Q � CD �_ O 0 � >_ o z o Q 0 Q m � 0 2535 2535cn Q Q m w cn C� cn FEET W (� Z 30 0 15 30 60CD Z GRAPHIC SCALE V) 2530 2530 1 inch = 30 ft. Horizontal W Lj FEET Q Ld LLI o ao N o o rn m uO to 00 ap 3 0 1.5 3 6 Q Q = N N (D O 00 M u') O) w L(') U) l17 uN CA C cli lf) N N N N N N N N N N N CD GRAPHIC SCALE 1 inch = 3 ft. Vertical En 17+50 18+00 19+00 20+00 21+00 22+00 Q o DATE: SCALE: PROFILE VIEW: W RIDGESIDE ST 03/06/2026 1"=so' STA. 17+50 TO STA. 22+00 DESIG co N: DRAWN: j HORIZONTAL SCALE: 1" = 30' ALH JBS = VERTICAL SCALE: 1" = 3' JOB NO.: FILE NAME: _ Q 8066 8066-DS-S-PROF-PH03 0 i REF. C4.6 w NO.: NOES 10 OF 35 ia DAYSPRING Q� SUBDIVISION NO. 2 �� 0 �2 Y�G W AURA DR 4: N7 0- y Q Z 0 v �� W z � v w C4.9 ALLEY E (PUBLIC) r r � Q CZ) C4.6 < U U H J �1 � z TRICIAS N m CROSSING n Z FUTURE Q z SUBDIVISION Lu PHASE < NO. 3 W Z O C4.2 w N C4.3 m a Z r4) o 00 C43 W BELLE MEAD C4•10 Z W 0 LLj CD DR C4.5 C4.7 c o m 2544— SEE SHEET C4.6 Z I o MATCHLINE STA. 22+00 C4.6 W RIDGESIDE ST I BLOCK 12 } O I I W 04 22+00.00 N 22+00.00 r I I N I I I N C4.2 I p O 2543.90 RC 2543.90 RC I 15 I 6 I 17 8 I O � 22+16.80 PT -- — ----- ------------- -- - — 5 04 2543.98 RC __ SAFFORD LATERAL C : I Q 11 � �� 1 2 I --- ----- � U � O -- -- • 0 (n 00 CN ao v c.> a c� LJJ >N a x m cow <o � cow 1 665 14C CO � M � � a w + � + °�° + � + � I FUTURE Z W i R \ °0 4 M N N � N �— p PHASE Z 0 FUTURE Q \ N � � M � N " � ry N N N w O O 00 J PHASE 25 2544.14 RC \ N d N I o 2546.09 — 2545.71 — — 2544.36 25¢3 d SHEET INDEX 3 ❑ I ss.e- > "ss > a"ss -s^ss > 8"ss > a"ss > _ 9 23+00 24+00 25+00 26 U) w _ N.T.S. � p ❑ o o. 1.0% w W Z 0 oc Q o o SSA \ \ 2544 N BEBEE RIVER WAY z _ f 8"M- a"w - a„W 8„W w J W W 2545.71 2545.32 2544.44 n n Lu � m � � � � o �_ I I I I I I Z I M N zuj � � IIII-- I-- III LLI Cn + 4 IT + w + � + � + al N M M N u> (O IN N N N N N 1 2 N N N N N N 2 I Q (n 9 m o ❑ ❑ BLOCK 11 I 8 ❑ ❑ ❑5 N I IN I I I N I KEYNOTES 1❑ 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). PLAN VIEW: N BEBEE RIVER WAY/COMMON DRIVE 2❑ 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). STA. 22+00 TO STA. 26+00 3❑ 2' WIDE CONCRETE RIBBON CURB PER ISPWC SD-703; MATCH CROSS SCALE: 1" = 30' SLOPE OF DRIVEWAY. 3= ® 16' WIDE ASPHALT COMMON DRIVE, PER DETAIL, SHEET C4.12. w 0 Q m 2550 2550 z ,CD 0 a LO +� N O N � Ld � II II p Q Q J co w o N o EXISTING GROUND w AT ROAD w N 2545 — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - 2545 — — — — — — � - - - - - 0.50% - - - - - - - - 0.50% E p PROPOSED GRADE p w O _ � AT ROAD � � ° t0 N CO 00 Q Q Q Q '4N N '4 p LiJ Q w (~n c~nw � z + z 0 wW — Ww pON Z z w U) J J U) O O o W 2 2 W Q U U z �� Q o QQQ 0 m � co z QUO m ❑ 2535 — 2535 W Q w Q N 0 LL w N Z c z FEET cn CD 30 0 15 30 60 w Q CD ^ � Q C/) V ! GRAPHIC SCALE m c� w 2530 2530 1 inch = 30 ft. Horizontal Q � o FEET Z 0 w z 3 0 1.5 3 6 Lq rn 0No !2ctoo `r w d ❑ d v d M v d N N N N N N N � N N GRAPHIC SCALE 1 inch = 3 ft. Vertical 0 22+00 23+00 24+00 25+00 26+00 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N BEBEE RIVER WAY/COMMON DRIVE DESIGN: DRAWN: 0 STA. 22+00 TO STA. 26+00 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1° = 3' 8066 8066-DS-S-PROF-PH03 i REF. C4.7 w NO.: NOES 11 OF 35 DAYSPRING Q� SUBDIVISION NO. 2 I C�� 0 �2 Y�G W AURA DR 41Q Q Z v p U1 �� C4.9 ��yo I d� P ALLEY E (PUBLIC) C4.4 r r � Q CZ) C4.8 Q U c� o J C41 � z I TRICIAS m I CROSSING n Z FUTURE Q z SUBDIVISION Lu PHASE < NO. 3 W Z Of O C4.2 w 3 W I I C43 W BELLE MEAD C4.10 z I Q Z 00 I I DR W 0 C4.5 C4.7 m I BLOCK 12 DAYSPRING C4.6 W RIDGESIDE ST ? v a) g 20 i 6C 21 22 SUBDIVISION NO. 2 w 5 , 04 o N C4.2 I a 0 0 _ _ _ �fvl ----- ------------- ----- 3 r�,� �� _ SAFFORD LATERAL 1° � 04 o � � � 1 2 a � I a � I a � � � r r � � am+ oX tw-1 U a�� z • 0 0 0 n m (OD M m U H U d O V) ~ Z M M K N W 4 V �✓ 0 U d r CV - , M CV _ O M Oi (V 0 N J :1 p+p CV p N V ? ? O N M N N ^ N O N H N Z d O + � ) n u + + + w n W a FUTURE _ 'i A �/� N N N _ ^ N N NI ?-� ?-+ N-CV N N Q N PHASE Z w 0 1_ V.I N ^ N ^ N N N W ' Z 5 N N N O ) U 2z J cn Ln _ __ -> s"ss a"ss— �, �—s"ss > a" a"ss > s"ss d W (q 00 27+00 OSDCB 3.5A o s 28+00 �00 SHEET INDEXLu 3 Z 254 I N BEBEE RIVER WAY OSDCB 3.58 N I 1� 55 N.T.S. Z 0 W = s„w r�' „ „w — s w s"w �_ W U W -d C- m ~ z v V U 0U J L u oo O M') I"r IM Iri n �!] n �!] N00 u) O Z ^ (n 3 ZU to I+] N N cV CV N N N N + CV O CV Q p W =X+ + + � + � NN + � + a N W Q�� Z n m p N W N N N N N N N N N N N N 1 2 WOW O= _ NU 2�0+0 N Q W N N = Z Q eLocK 11 DAYSPRING L N m 0 i w 0 i 0 SUBDIVISION NO. 2 N I 1 KEYNOTES 10 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). PLAN VIEW: N BEBEE RIVER WAY 20 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). STA. 26+00 TO STA. 29+50 30 STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, Zp SCALE: 1" = 30' SHEET C5.3. ® MATCH EXISTING CURB, GUTTER, AND SIDEWALK. 0 5O 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. Q m 2550 2550 uj LO bj Q N O O Q O 00 LI? CD 6 O '3 N O N - O LC) LI) � N W O + N O) \ ^ N + Z 04 = 2545 \ ,u Q ``' `' 1 — 2545 N — — — _ — — — — EXISTING GROUND N ; U"' 0> _ AT ROAD s > � 'a o �v' � LC� zEl- > Q _ w::>a iL:2 m � 0.50% — _ _ N E O 0.50%' - - - - - - - - - -0.50%_ — O T� o —~ N OOSD GE PRO GRADE Q U Q AT ROAD L.L.I C/) Z — EXISTING ROADWAY PROFILE I j j PER DAYSPRING SUBDIVISION NO. 2 W W 2540 0 O Z Z 2: Z_ U) JCD z W = 12" STORM — O O W U DRAIN CROSSING z C 0 + z N — Q c Q 0 o co z Q 2535 2535 J w Q z cn w _Z j FEET cn 30 0 15 30 60Cn IJ� z Q GRAPHIC SCALE v w 2530 2530 1 inch = 30 ft. Horizontal W Q Ld O FEET 0 c z N to Ln Ln N rn 3 0 1.5 3 I W W LO u? LD r- Lq z � M � d � N M CD � N NN GRAPHIC SCALE Z � I I I 1 1 inch = 3 ft. Vertical 0 26+00 27+00 28+00 29+00 29+50 DATE: SCALE: 03/06/2026 1"=60' oDESIGN: DRAWN: coPROFILE VIEW: N BEBEE RIVER WAY ALH JBS STA. 26+00 TO STA. 29+50 JOB NO.: FILE NAME: Q HORIZONTAL SCALE: 1" = 30' 8066 8066-DS-S-PROF-PH03 j VERTICAL SCALE: 1" = 3' REF. C4L.8 w N 0.: NOES 12 OF 35 DAYSPRING Q� SUBDIVISION NO. 2 �� 0 �2 Y�G W AURA DR Q Z 0O O v � �� W z �� p �P C4.9 ALLEY E (PUBLIC) C4•4 r r � Q r C4.8 c 0 c� o J �1 � TRICIAS N m z CROSSING n Z FUTURE Q z SUBDIVISION PHASE Lu NO. 3 uj Z O I I BLOCK 12 C4.2 w 0I II 1I I II I II II 0Im n 00DAYSPRING .3 6C 7 W BELLE MEAD C4.10 Z SUBDIVISION NO. 2 C4.3 DR w — o �5 �7 25 mI 9: m h w+ X 5 C4.6 W RIDGESIDE ST Z a� ti boo w mU O � 3 4 � � - _ � � U - O � O � — O� � � O o Z O O - N U = - U m 0- , dK Vd d0 M W Q � - pV — -- OO O Ln N } + N C4.2 } M } ui On-; OC J W,�t LLJ U) N SAFFORD LATERAL 1. — ----- — --------- ---- ------ � �O . OM„8 M„9 U WN a •> �1Q0 FUTURE 9+50 j W W PHASE Zw 0 2 N Z —ssus < ssus I ��ssus < s , < ssus <� 0 `s' 5 —ssus —ss„s > ssus— J = W •co J t - - - - - - � U - - - - - - QU a z C SHEET INDEX 3 dU a o _ Q V1 141�cl L�j N.T. n O M WO� O � g } +'5 wi I] Q + + + + + } +V N M N I I re } rM 3 4 Lu W 25 � �/ J Jv) Z BLOCK 13 I I I I 0 I I I I I I I � � I Z N a 0 © a Elw DAYSPRING SUBDIVISION NO. 2 I = Z L0 N \ Q PLAN VIEW: N WOLCOTT WAY STA. 9+50 TO STA. 13+50 SCALE: 1" = 30' KEYNOTES FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.12. 0 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. 20 SAWCUT EXISTING ASPHALT 2' MIN. INSIDE EXISTING EDGE PER ISPWC SD-303 (ACHD SUPPLEMENT). ALL ASPHALT CUTS SHALL BE PERPENDICULAR OR PARALLEL TO CENTERLINE OF ROADWAY. Zp 2555 - 2555 30 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). HIGH POINT STA = 11+60.00 (n HIGH POINT ELEV = 2545.34 ® 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). o PVI ST = 11+54.30 PM EL V = 2545.38 5O 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD A.D. = -1.84% SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 K = 13.60 (ACHD SUPPLEMENT). 2 .00' VC © STORMWATER FACILITY AND ASSOCIATED APPURTENANCES PER DETAIL, Q Cq cc� M SHEET C5.3, I LO m + Ln + =n 2550 u N u N 2550 Z w a w L" W O 00 > > LO N IL Ld O u)C-D + N O Q Q Q N + N Z O> LO N a w u X ii PROPOSED GRADE M o w¢ w``' AT ROAD �? QU cn w � w� s > No w�5 >Q w a 0,50% //IUD \ H m_a a� W 2545 - 1.34% - o � W 0.50% - - - - - \- - - - - - — — — — — — — — — — — — - - - - - L EXISTING GROUND Q C/) O = AT ROAD • _ O Q Q EXISTING ROADWAY PROFILE LL.I Q C:) PER DAYSPRING SUBDIVISION NO. 2 Z W L 0 2540 - 2540 O O Z Z O o L! o O Z + Q c Q O 0 z m � co z Q m � 2535 2535 (n W En C.7 Q cn Q FEET ED CD 30 0 15 30 60 O GRAPHIC SCALE U c� w 2530 2530 1 inch = 30 ft. Horizontal J Q v) W I FEET 0 Q c z 3 0 1.5 3 6 j n c`no o co o z Ln � Z W N N N N N N N N N GRAPHIC SCALE _ > I 1 inch = 3 ft. Vertical Q 9+50 10+00 11+00 12+00 13+00 13+50 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N WOLCOTT WAY DESIGN: DRAWN: j ALH JBS STA. 9+50 TO STA. 14+00 Q HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: i VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-PROF-PH03 REF. C4.9 W NOES 13 OF 35 Z 0 F DAYSPRING r ` Q� SUBDIVISION NO. 2 I z C O W AURA DR 0Ld Z 0 0 Q OR `%j rn P w ALLEY E (PUBLIC) C4'4 I o r z r � Q CZ) CD Q U U H CD J C41 U: z I TRICIAS N m I CROSSING n Z FUTURE Q z SUBDIVISION PHASE < NO. 3 W Z SEE SHEET C4.6 C4.2 w a 7 C4.3 m > ran I N n00 .77 - - C4.3 W BELLE MEAD C4.10 z I Q W 0 00 DR BLOCK 12 C4'5 C4J I10 11 12 13 14C I C4.6 W RIDGESIDE ST Z I ' a) 5: C I I I I I � O I I I I I • N I 2544 14 N C4.2 > V' O co 0 20+16.30 PC (6 TT - - - => 2542.89 RC °� -- — _—_—_ ____m 0 O c� O c; � c� ------------- — ---- o o o � C) c� � o � o � a � r - I I SAFFORD LATERAL �/� N ? C; N O z O N tp N n O M �O C � o�./� + M + N + O> � J W O M + N + D7 O N X --- ----- ------------ • v♦ W t I'7 O N) + r'1 [O [V CV N_ SA ----- ------ 0 l(7 - m - o Pc c� o W > N + N w + FUTURE Z U) 3 PHASE Z u10 — — Z M„a v�, M„9 — • >+ W U) 14+00 ?544 N WOLCOTT WAY 15+00 �s�� 16+00 I 4 16 98 J W W - I - M - -I - SHEET INDEX la 3 = Z STA 16+68.50 N WOLCOTT WAY= • (/) J —SS 8 > SS„8 -SS„8 > SS„8 S to STA 19+79.80 W RIDGESIDE ST M W = 3 I N.T.S. o W U _ BLOCK 11 n ,� n Z M Q a U II I"I I"I II } ~ � 15 W~ z m o 0 " o—o � � � o �—O � O � M � r n� W NO O ON OO> W ON ON O1 4✓ Z_ M p -j N p O> �j u) (n p M p N yj N [O M M O N) '• Q Ni fp N'1 N CV a + + � + � + � w + a + � v 19+43.30PT ffnn Nt2 MN � N 1 2 � N N u' N � N 2542.33 RC ( V I o � I - - I W v� I - — — BLOCK 1300 I I I J Z ❑9 I o I 11 I 12 I ` 5c I I I m o a 16 I N I O O I— SEE SHEET C4.6 PLAN VIEW: N WOLCOTT WAY KEYNOTES STA. 13+50 TO STA. 17+00 SCALE: 1" = 30' 10 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). z 0 20 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 30 5' WIDE TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD 0 SUPPLEMENT) WITH TACTILE WARNING SURFACE PER ISPWC SD-712 0 FOR PEDESTRIAN RAMP GRADING DETAILS, SEE SHEET C4.12. (ACHD SUPPLEMENT). ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). Q m 2550 II 2550 LU U7 U W Q O CDO LLJ C_1 O cli W O 0 0 0 0 O (0 00 r o � \ H O � 00 - 00 CVO Nj cD Q CA N� z 2r- � + N O Q + N o + N O o+ C + N I I � N c+o N co of co r- 11 11 00 Lr � EXISTING GROUND II II II II + +a ' � N a w w > > c0 O) J J W AT ROAD cnw F- � � � co II Ilcnw 0 2545 5 > m w cn w a a — >5 > > 52545 a0-m0- 0- Cl- Nw 0 0.50% — — 5; 5: _ O — — — — — — — — — — — — — — — — — — — — — — — O 1.00% 2 00% 2.DO% 1.7 5% I� O + PROPOSED GRADE AT ROAD Q O QQ H F- Z W =- 2540 LL- z Z 0 WJ 4" PIRR �� ~ 0O CROSSING O U Q 0 LO Q z r± > Q co Q 0 co 1 z Q Q m 2535 - 2535 cn V w Q _Z j FEET W N fZ CD 30 0 15 30 60Uo I^^J GRAPHIC SCALE c� 2530 - 2530 w 1 inch = 30 ft. Horizontal o FEET w 3 0 1.5 3 6 O 0 z o o o le rn rn w / LO Z N N N N N N N N 7 GRAPHIC SCALE L En 1 inch = 3 ft. Vertical 0 13+50 14+00 15+00 16+00 17+00 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N WOLCOTT WAY(_0DESIGN: DRAWN: 0 STA. 13+50 TO STA. 17+00 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1° = 3' 8066 8066-DS-S-PROF-PH03 i REF.NO.: C4. 1 0 j w NOES 14 OF 35 z 0 L O 6 o - - - - - - ZZ � � o _ / \ O CD 0 v 0 2544.01 FL �� Q 2543.98 FL + 2542.65 FL 2542.64 FL 1 2.0% 2.0% / 1'4 1.9% 2.0% of 10 / 2543.95 FL 2544.04 FL \ I 2542.68 FL 2542.67 FL J z W / N \ Z I o O Z I 2543.80 FL 2543.87 FL p 6% 2542.80 FL I Q Z 0000 2542.83 FL W 0 • c m 2543.71 FL 2543.77 FL Z I c a)3 W O I w ONO O O W BELLE MEAD DR 1 N1 m I U � O Z w N N I Z tn 2! ~ W BELLE MEAD DR I 13+00 13 17 Z w o I o • Z i Q � J 11 00 a 3 I � Z M W LZU o Jvl z �! II W N 2542.83 FL I I Q Z 0. % 2542.80 FL o LO of + to I 2543.85 FL 2543.83 FL 2543.96 FL 2543.94 FL �� \ I \ / o INTERSECTION DETAIL w LO W BELLE MEAD DR & N BARNSTEAD WAY \ I / SCALE: 1" = 10' \ p / Cn m co uj r U INTERSECTION DETAIL Q N DAYSPRING WAY & W BELLE MEAD DR N SCALE: 1" = 10' o Q cD 0 c� o w N o Q0 I 0 0.4% E I I 2541.53 FL 2541.55 FL U O Q p Cn Z CV J W RIDGESIDE ST 0 0 w � o X Z - > Q 0 Q 0 M o I 2540.93 FL 2540.93 FL m j I 2541.53 FL-\ 0.47. 2541.55 FL 0 r 1 !^ ^ Qcn2.0% 2.0% w V ! Q �1 �cn Z o z I W z - 2540.95 FL 2540.95 FL -CD U N W LLI a_ Cn 0 0 o a zLLI CD z a N Z o En DATE: SCALE: 03/06/2026 1" = 10' co MID-BLOCK CROSSING DETAIL MID-BLOCK CROSSING DETAIL DESIGN: DRAWN: cc FEET N BARNSTEAD WAY W RIDGESIDE ST ALH PDL 10 0 5 10 20 0 SCALE: 1" = 10' SCALE: 1" = 10' JOB NO.: JFILE NAME: Q 8066 8066-DS-S-INTX-PH03 0 GRAPHIC SCALE u 1 inch = 10 ft. Horizontal No : C4. 1 1 NOES 15 OF 35 z 0 L O J r- o s Q Z O CD � 0 U J Z 2542.19 FL 2542.53 FL W f Z r 1.8% 0.5% o 0 N ass a 0 00 I 0 2542.50 FL w 0 U 2542.16 FL 2542.39 FL T Z 08% 2542.54 FL� Z N U2: C W O- 04 2542.11 FL OO O CIN — — — � 0 2545.07 FL I I" U . O 2545.07 FL o o I� I in 2!20+00 Z w ~ 0 2.0% I 2.07. — — — — — — — Z —H.P.— Q ) 2545.07 FL 2545.07 FL--"' a to �o • 2545.07 FL 2545.07 FL I �N V' O - - � - - - 1 � Z M W 2542.47 FL 0 87 /—2542.51 FL W Off/nUl 0 W = z L a co I MID—BLOCK CROSSING DETAIL INTERSECTION DETAIL N WOLCOTT WAY W RIDGESIDE ST & N WOLCOTT WAY SCALE: 1" = 10' SCALE: 1" = 10' 0 W ROW ROW 30' I m I ROW ROW co 2' SIDEWALK 10' 8' 26' 8' 10' 2' SIDEWALK r U EASEMENT SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK EASEMENT I� 58' I w STRIP 13' 3' STRIP � i a 2' 2' I 2' SIDEWALK 5' 8' 21' 12' 21' 8' 5' 2' SIDEWALK o 1.75% 2 0% 2 0% 1.75% EASEMENT SIDEWALK LANDSCAPE LANDSCAPE LANDSCAPE SIDEWALK EASEMENT —� - STRIP MEDIAN 6' VERTICAL CURB (NO GUTTER) STRIP D a Q j i PER ISPWC SD-701A j o o % CONCRETE SIDEWALK PER ISPWC SD-709 2' 2' CD 0 4" OF 3/" MINUS CRUSHED GRAVEL (ACHD SUPPLEMENT) 1 r 2.0% 1.75% w 0 f- 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT) CONCRETE SIDEWALK COMPACTED SUBGRADE TO 95% OF THE PER ISPWC SD-709 MAX. DRY DENSITY PER ASTM D698 2.5" OF CLASS III PLANT MIX PAVEMENT 4" OF %" MINUS CRUSHED GRAVEL (ACHD SUPPLEMENT) 14" OF 6" MINUS PIT RUN COLLECTOR — 30 RIGHT—OF—WAY COMPACTED SUBGRADE TO 95% OF THE LOCAL ROADWAY W/MEDIAN 6" VERTICAL CURB AND GUTTER PER TYPICAL SECTION MAX. DRY DENSITY PER ASTM D698 TYPICAL SECTION ISPWC SD-701 (ACHD SUPPLEMENT) O L 2.5" OF CLASS III PLANT MIX PAVEMENT = = N.T.S. N.T.S. O Q 0 Q Z 0 = Q Z ROW � ROW Z R R O o 37 _I z w U • 1 30' _ Q D — Q z 2' SIDEWALK 5' 8' 33' 8' S' 2' SIDEWALK COMMON LOT \ vn EASEMENT SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK EASEMENT 5' ' S' � /20 _ Q STRIP 16.5' 16.5' STRIP z Q o ASPHALT 2' 2' I 2' WIDE CONCRETE Q 0 0 1 75% 2.0%r 2y 1.7% PAVEMENT RIBBON CURB co 1.0% 1.0% Q rF:1 / m • '�\ri��i r i ~— Sri Sri?ter° V \/ J " w CONCRETE SIDEWALK Q Q 4" OF 3/" MINUS CRUSHED GRAVEL PER ISPWC SD-709 � _ (ACHD SUPPLEMENT) O V � 14" OF 6" MINUS PIT RUN 3" ROLLED CURB AND GUTTER PER j COMPACTED SUBGRADE TO 95% OF THE ISPWC SD-702 (ACHD SUPPLEMENT) 1/2" MIX PG¶8 PP$EMENT SP-3, W Z cn MAX. DRY DENSITY PER ASTM D698 2.5" OF CLASS III PLANT MIX PAVEMENT CD 4" OF 3/4" MINUS CRUSHED GRAVEL LOCAL ROADWAY 14" OF 6" MINUS PIT RUN TYPICAL SECTION COMPACTED SUBGRADE TO 95% OF MAX. W ~ N.T.S. DRY DENSITY, PER ASTM D 698 Q Cn w o Qc? w COMMON DRIVEWAY CD z TYPICAL SECTION 0 N N.T.S. Q o DATE: SCALE: 03/06/2026 AS NOTED DESIGN: DRAWN: � FEET ALH PDL 0 10 0 5 10 20 JOB NO.: LFILE NAME: Q 8066 66-DS-S-INTX-PH03 0 GRAPHIC SCALE 1 inch = 10 ft. Horizontal REF. C4. 12 NOES 16 OF 35 z 0 F, tii o ?� 0y6 2� w U O o 11 oQ 1L = � o c9 r Q0 U VERTICAL SAND FILTER 3.5 VERTICAL SAND FILTER 3.2 � P�� D_ y y Q 3 3 H 1 \ N z � 04o m o VERTICAL SAND FILTER 3.1 Z Z J D1 SDCB 3.1B 1 ` VERTICAL SAND FILTER 3.3 STA. 11+66.25 I �, I Z Q RIM=2542.76 I 31' z W SDMH 3.1 D2 12" INV. OUT=2539.76 (W) I D4 S&G TRAP 3.2 18 W BELLE MEAD DR f STA. 11+35.99 cD SUMP=2538.76 N: STA. 11+28.00 Z I Q25=0.39 CFS RIM=2541.34 Z RIM=2543.32 w TEMPORARY STORM O 12" INV. IN=2539.61 (E) N Q100=0.55 CFS 12" INV. IN=2537.69 (S) WATER BASIN 3.7 W RIDGESIDE ST A r I 10 12" INV. OUT=2536.84 (W) co D3 D5 D7 12" INV. OUT=2539.61 (S) I Q I ❑ - - - - - - INLET BAFFLE=2536.59 D1 SDCB 3.2B M 12" INV. OUT=2540.61 (W) 0 1 21 L.F. 12" ADS HP @ 0.00% OUTLET BAFFLE=2537.59 STA. 11+81.39 Q Z00 . _ I Z D3 10 0 12"RIMIN . OU __ TEMPORARY STORM W- -94 L.F. 12" ADS HP @ 0.00% (TOP HALF PERFORATED)- - - - - ♦- 12" INV. OUT-2537.93 (W) 3 L.F. 12" - - - - - _ I - - - - - -- � • 26 L.F. 12" ADS HP @ 0.50% SUMP=2536.93 WATER BASIN 3.6 m 11+84.99 00 Q25=0.89 CFS VERTICAL SAND FILTER 3.4 ADS HP @ 0.00% fl 7 L.F. I ADS HP @ 0.50% _ SD O. � � w I e was a� � - Q100=1.24 CFS - - Z ^ „ (PERFORATED)- - - - _ - -84 L.F. 12 ADS HP @ 0.00% 4 L.F. 12 ADS HP @ 0.50% 9C �� 9� 11+95.22 Q 23 L.F. 12 w I W p O A 94 L.F. 12" ADS HP @ 0.00% (PERFORATED) O0 � SD � � I KEY MAP � 10 00 00 C-900 @ 0.50% SCALE: NTS n p O - - - - -84 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - - - SD 90 I 1 w 29 L.F. 12" 5C a� N 11 1iiC-90004D1 SDCB 3.1 A a @ 0.50% u> � 26 L.F. 18" ADS HP @ 0,00% I c � Dp - STA. 11+41.75 - - - - 21 L.F. 12" ADS HP @ 0.00%- - D1 SDCB 3.2A D3 - - - - LRIM=2542.76 STA. 11+50.05 U 04 ❑ LLI N RIM=2540.93 I Z cn •� � 12" INV. IN=2539.64 (E) 12 INV. IN=2537.77 (E) Z 0 0 12" INV. OUT=2539.64 (W) BLOCK 14 11 12 INV. OUT=2537.77 (W) Z LLJ �S&G TRAP 3.1 D4 A SUMP=2538.64 SDMH 3.2 D2 SUMP V. OU 77 STA. 11+23.00 Q25=0.27 CFS 9C STA. 11+44.22 I DRAINAGE KEYNOTES a) RIM=2543.39 Q100=0.38 CFS D3 D6 D7 Q25=0.78 CFS Q C RIM=2541.29 J t 12" INV. IN=2539.58 (N) I I Q100=1.09 CFS D1 CONSTRUCT INLET CATCH BASIN TYPE I PER ACHD SUPPLEMENT TO ISPWC SD-601. d Ln 12" INV. IN=2537.74 (E) 18" INV. OUT=2538.73 (W) � I 12" INV. OUT=2537.74 (N) 3 L.F. 12" ADS HP @ 0.50% 3 INLET BAFFLE=2538.48 I I D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. BLOCK 13 • OUTLET BAFFLE=2539.48 1 12" INV. OUT=2538.74 (W) MO 126' N 1 BLOCK 14 SUMP=2535.74 O r � D3 1 Q CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. Z M A - - - 10 I Q D4 17 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. ❑ Ix W A I D5 CONSTRUCT VERTICAL SAND FILTER "3.1" PER ACHD BMP 21 AND DETAIL 1, SEE SHEET C5.6. Rn Z Ci 1 �J (/ 12 U a < I DESIGN INFILTRATION RATE: 1.0 IN/HR. n n n m Z I TOPSOFGBEDE ELEVATION: 2543.65 ELEVATION: 2542.1 Z 5 u W BOTTOM OF2537. 5 VERTICAL SAND FILTER 3.1 - PLAN VIEW GROUNDWATER EDELEVATION:N 2536.19 SCALE: 1" = 20' VERTICAL SAND FILTER 3.2 - PLAN VIEW LENGTH: 90' Q < DEPTH: 4.5' LO of SCALE: 1" = 20' CHAMBER 1 WIDTH: 3.5' m o CHAMBER 2 WIDTH: 10' REQUIRED V2: 444 CF REQUIRED V100: 1,640 CF D6 CONSTRUCT VERTICAL SAND FILTER "3.2" PER ACHD BMP 21 AND DETAIL 1, SEE SHEET C5.6. DESIGN INFILTRATION RATE: 1.0 IN/HR. 2550 2550 FINISH GRADE ELEVATION: 2541.75 TOP OF BED ELEVATION: 2540.25 2550 2550 BOTTOM OF BED ELEVATION: 2536.25 GROUNDWATER ELEVATION: 2536.19 LENGTH: 100' Z DEPTH: 4' CHAMBER 1 WIDTH: 5.5' CHAMBER 2 WIDTH: 22' REQUIRED V2: 973 CF Ld Ld REQURED V100: 3,594 CF M N I D7 ACHD STORM DRAIN EASEMENT. 17 J oO N II rn 3 a Q + 0)011 Z ~ N N mO O 04N � 04 N N 00 2 � Z Z Z Q �nj Z O � II r 2545 Ln U,� Q II + N 0 2545 PROPOSED GRADE o N 04 �" ' N z z cocOo��,0 3 II r7 + CD N N N N m N Z 2545 Z ^^ 2545 U Qua �04 � �� I� r N to M � N II M n Q � � II [\ I EXISTING ` - _ - _ LO CD I v o - _ _ PROPOSED GRADE °N° Z o `� ? _ = K' n 11 N °O GROUND / a ± j 04 j + O o U Q z z M� j CO J I I N Z Z N Z Z Z N N N m pp O 0 W - - - �I EXISTING GROUND c� d II - - = II ±� O - - $I H CV CV O � N N N M N Z_ � - H.G.L. @ cn cn cn cn� cmi d a � 23 L.F. 12 -N FEET Q100=0.55 CFS 6" PIRR CROSSING cn M E C-900 @ 0.50% V1oo=3.02 FPS 20 0 10 20 40 K) E 100' GRAPHIC SCALE 0 2540 o 0 0 0 0 - - - - 2540 1 inch = 20 ft. Horizontal _ 0000000C °O. O Q 26 L.F. 18" FEET Q Q 84 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) 2540 2540 - ADS HP @ 0.00% H.G.L. @ 2 0 1 2 4 Z Q1oo=2.33 CFS z V1Do=4.47 FPS Q100 3.811 24 FS PS 1 oo= GRAPHIC SCALE J Z z 0 - - - - - 1 inch = 2 ft. Vertical Q O z U Q H.G.L. 0 4 L.F. 12" ADS HP @ 0.50% 12" C-900 ;0_0 0 0 0 0 0 0 o Q Q1o0=0 93 CFS �000 0000000000 00 W \\ WATER CROSSING ° - °o°o°o°o, 1 L.F. 12" z Q / Q u V1oo=3 51 FPS 94 L.F. 12" ADS HP @ 0.00% (TOP HALF PERFORATED)� AD HP @ 0." 3 L.F. 12" ADS HP @ 0.50% 29 L.F. 12" C-900 @ 0.50% 8" C-900 _ WATER CROSSI GCD °c APPROXIMATE GROUNDWATEF ELEVATION V m w 2535 2535 3 L.F. 12" ADS HP @ 0.50% Z 2535 APPROXIMATE GROUNDWATER ELEV 11ON 2535 Q Z 0 7 L.F. 12" ADS HP @ 0.50% Z Z z Q V 0 }_ U W w Q � 0 CD z w CD z >_ 2530 2530 o 10 11 12 DATE: SCALE: 2530 0 11 12 122530 03/06/2026 AS NOTED CID DESIGN: DRAWN: CID CD cc VERTICAL SAND FILTER 3.1 - PROFILE VIEW ALH PDL HORIZONTAL SCALE: 1" = 20' VERTICAL SAND FILTER 3.2 - PROFILE VIEW JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 2' 8066 3066-DS-S-DRAIN-PHO i HORIZONTAL SCALE: 1" = 20' c' VERTICAL SCALE: 1" = 2' REF. C 5. 1 u NO.: w NOES 17 OF 35 z 0 C F, tii o ?� 0y6 2� w U O OI� O Z ,1 o Q _ of o 0 r 00 U VERTICAL SAND FILTER 3.5 0 �P uj r 77 16 i VERTICAL SAND FILTER 3.2 �v0� P�� } Q 3 3 H OZ $ z u I m w Z Z m 00 1 1 1 VERTICAL SAND FILTER 3.1 O 201' VERTICAL SAND FILTER 3.3 ❑ Q 00 S&G TRAP 3.4 D4 Z BLOCK 13 SDMH 3.3 D2 t- - - - - - - W STA. 10+47.38 STA. 12+09.70 - -I Id 9 _ RIM=2541.98 _ d„\ 21 L.F. 18" ADS HP @ 0,00% Id..9 Id„9 I W LDR x 0 11 RIM=2541.88 D3 I 12" INV. IN=2538.28 (W) Z 12 12" INV. IN=2538.49 (S) 3 L.F. 12" ADS HP @ 0.50%9 11+00 11+ 5.38 TEMPORARY STORM 0 18" INV. OUT=2537.43 (S) - - - - - -94 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)- - WATER BASIN 3.7 W RIDGESIDE ST D3 D5 D7 12" INV. OUT=2538.49 (W) INLET BAFFLE=2537.18 �d 12" INV. OUT=2539.49 (N) D1 SDCB 3.3 OUTLET BAFFLE=2538.18 SUMP=2536.49 3 STA. 12+15.53 1 I 1 a Z -- RIM=2541.52 17 L.F. 12" ADS HP @ 1.00% 1 I W 0 12" INV. OUT=2538.52 (N) I 17C -- ----- TEMPORARY STORM___ n ' ISUMP=2537.52 ' ' I ' WATER BASIN 3.6 -- -- -- I ' T d„9 Id„9 Id"9 Id"9 Id„9 Id"9 21 L.F. 12" ADS HP @ 0.00% Q25=1.28 CFS VERTICAL SAND FILTER 3.4 �J -2 Q100=1.78 CFS i 90, I Z a) � oo � U N 3 12+ 1.20 10 00 n 3 O 164 L.F. 12" ADS HP @ 0.00% (PERFORATED)- 90 0°°ff a0 O O °0 o - - - 94 L.F. 12" ADS HP @ 0.00% (PERFORATED) - I KEY MAP W V) o 0 3 L.F. 12" ADS HP @ 0.50% SCALE: NTS O O 10 00 � _ SDCB 3.4 D1 21 L.F. 12" ADS HP @ 0.00% N STA. 10+15.67 N �' 164 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED) ( (J f) ► FRIM=2541.52 U V . � V) Ob 12" INV. OUT=2538.53 (S) 0 • O 21 L.F. 18" ADS HP @ 0.00% D2 SDMH 3.4 V. cal - SUMP=2537.52 STA. 10+21.50 D7 D6 D3 W > c~n Q25=1.45 CFS RIM=2541.88 Z w .r H \ S&A. 1R+98.00 D4 0 3 L.F. 12" ADS -2 03 CFS 12" INV. IN=2538.47 (N) 1 Z 0 Q100 5C - HP @ 1.00% 12" INV. OUT=2539.07 (S) I DRAINAGE KEYNOTES • RIM=2541.91 U) 1 Q a) 3 I w 12" INV. OUT=2538.47 (E) J t 1 - 12" INV. IN=2538.47 (E) o I I SUMP=2536.47 BLOCK 11 D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. 0. - 18" INV. OUT=2537.62 (N) Q: cn 3 INLET BAFFLE=2537.37 0 18 I D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. • M 9 OUTLET BAFFLE=2538.37 N ❑ 0 O D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. Z rj D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. ❑ 3:: W W D5 CONSTRUCT VERTICAL SAND FILTER "3.3" PER ACHD BMP 21 AND DETAIL 1, SEE SHEET C5.6. ( V J Jv) Z DESIGN INFILTRATION RATE: 1.0 IN/HR. 0 FINISH GRADE ELEVATION: 2542.31 ❑ Z TOP OF BED ELEVATION: 2540.81 W BOTTOM OF2536.81 VERTICAL SAND FILTER 3.3 - PLAN VIEW VERTICAL SAND FILTER 3.4 - PLAN VIEW GROUNDWATER EDELEVATION:N 2536.119 SCALE: 1" = 20' SCALE: 1" = 20' LENGTH: 170' = Z DEPTH: 4' Q CHAMBER 1 WIDTH: 3.5' m o CHAMBER 2 WIDTH: 15' REQUIRED V2: 1,128 CF REQUIRED V100: 4,164 OF D6 CONSTRUCT VERTICAL SAND FILTER "3.4" PER ACHD BMP 21 AND DETAIL 1, SEE SHEET C5.6. DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2542.16 2550 2550 2550 2550 TOP OF BED ELEVATION: 2540.66 BOTTOM OF BED ELEVATION: 2536.16 GROUNDWATER ELEVATION: 2535.69 LENGTH: 100' DEPTH: 4.5' Z 0 CHAMBER 1 WIDTH: 7' CHAMBER 2 WIDTH: 25.5' REQUIRED V2: 1,245 CF U REQURED V100: 4,596 CF w 0 D7 ACHD STORM DRAIN EASEMENT. Z N r N m 00 Oi co MO �QII ZN ¢�"z �002545 M O N ° N 2545 2545 0 j0 adzo 2545 Nco � N0 nOO O N 00LLJ a0 M CL O O + NK N 00 n N"' � � > o N M � EXISTING GROUNDPROPOSED GRADE n > m NF_ r II II � Z(OLQO'O rin0 N o � ? OM O F_ + N CD O + N W N NN Q O� � O� _ _ _ _ _ _ _ _N 7 f ! N Oo Q _ Q N Z Z O � • II � _ �N z ;Z ;Z CD N - - - N N O N N fn fn Of � 0 O o EXISTING GROUND > w PROPOSED GRADE N O -1 170' z ' 6" PIRR CROSSING o 100 I n� FEET 20 0 10 20 40 r� H G.L. @ H.G.L. @ I Q100=2. 3 CFS Q,00-1.78 CFS Vloo=4. 7 FPS GRAPHIC SCALE 2540 V1' 4.19 FPS 2540 2540 2540 1 inch = 20 ft. Horizontal O Q mom, mm FEET Q I D w" 2 0 1 2 4 z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 0 0 0 0 0 ' n O o0 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 < o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o D o c V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 0 0 0 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 o c_c_c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 D o c z OOOOOOOO OO OO O000000000000 OOOO OO OO 0000000000-O_O O_O_O_O_O O_O_00°O°O°O°O°O°O°O°O°O°O°O°O°O O°O°O°O°O°O°O°O� 21 L.F. 18" .�� "��" �� ' GRAPHIC SCALE O ,O„O„O„O„O„O, n A A A A O O O O O = 164 L.F. 18" ADS HP @ 0.00% AD HP @ 0.00% NMI 0 94 L.F. 18" ADS HP @ 0.00% (TOP HALF PERFORATED)^0 0 0 8" C-900 1 inch = 2 ft. Vertical Q O z I WATER CROSSING Q V v ! OLij u 3 L.F. 12" 21 L.F. 18" 0 > Q u 3 L.F. 12" ADS HP @ 0.50% L 3 L.F. 12" ADS HP @ 0.50% ADS HP @ 1.00% ADS HP @ 0.00% co 17 L.F. 12" ADS HP @ 1.00%co ! ^ CD APPROXIMATE GROUNDWATER ELEVATIONcc CD m 2535 2535 2535 2535 a un APPROXIMATE GROUNDWATER ELEVATION Z Q z Q Z CD z 0 Q V z }_ O O W w Q (V7 O CD z w CD z o= >_ 2530 - 2530 2530 2530 0 10 11 12 12 10 11 12 DATE: SCALE: 03/06/2026 AS NOTED co DESIGN: DRAWN: CD VERTICAL SAND FILTER 3.3 - PROFILE VIEW VERTICAL SAND FILTER 3.4 - PROFILE VIEW ALH PDL z HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' JOB NO.: FILE NAME: Q VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' 8066 3066-DS-S-DRAIN-PHO 0 i v REF. C 5.2 _j (NIO.: NOES 18 OF 35 z 0 C F, tii o ?� 0y6 2� w U O o 11 o Q _ o c9 r Q0 U VERTICAL SAND FILTER 3.5 a I I ro I VERTICAL SAND FILTER 3.2 �v0� P�177 Q A a 3 w oz �i ❑3 } Q U W ❑ 21 Z Z n J FL � VERTICAL SAND FILTER 3.1 a goo VERTICAL SAND FILTER 3.3 3.5 D2 SDTAH12+41.16 VTE W A RIM=2542.42 Z 8.86 ARY STORM 0 238 12" INV. OUT2538.86E)S AR STORM Mp N 3.7 w RIDGESIDE ST ( ) 12" INV. OUT=2539.36 (W) D1 SDCB 3.5B � 21 L.F. 12° SUMP=2536.86 STA. 12+73.82 Q Z 00 ADS HP ® 0.00% °' I RIM=2542.02 - TEMPORARY STORM_ -__-_ _ W 0 - - - - - - - - - - - - 7 L.F. 12" I 12" INV. OUT=2539.02 (W) -- ---- - - -- -- -- • C ADS HP �? 0.50% SUMP=2538.02 WATER BASIN 3.6 m Q25=0.57 CFS 1:� V VERTICAL SAND FILTER 3.4 6C 201 L.F. 12" ADS HP 0 0.00% (PERFORATED) A Q100=0.79 CFS Z 12+92.16 } 0 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WI ' 1 10 00 "' '� �° 20 L.F. 12" � KEY MAP > �; o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D3 SCALE: NTS �� (0 p O - - - - - - - - - - - - - - C-900 ® 0.50% 201 L.F. 18" ADS HP ® 0.00% (TOP HALF PERFORATED) D1 SDCB 3.5A +' a) N - - - - - - - - - - - - STA. 12+51.49 N D � � L- RIM=2542.02 • 0 to O 12" INV. IN=2538.91 (E) BLOCK 11 U A W N 16 L.F. 18" 12" INV. OUT=2538.91 (W) Z w •� ~ ADS HP @ 0.00% SUMP=2537.91 D3 D5 D6 S&G TRAP 3.5 D4 Q25=0.48 CFS [4Z 0 STA. 12+35.00 I Q100=0.67 CFS DRAINAGE KEYNOTES Z RIM=2542.44 2 L.F. 12" Q t 12I INV. IN=2538.84 (N) ADS HP ® 0.50% D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. d 18" INV. OUT=2537.99 (W) I 3 INLET BAFFLE=2537.74 D2 CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. • M BLOCK 12 OUTLET BAFFLE=2538.74 A V' O a ❑7 w I D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. Z (j °' 20 D4 1,000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC SD-624. II I I I�I II Lu o (w �, I `W °0 m D5 CONSTRUCT VERTICAL SAND FILTER "3.5" PER ACHD BMP 21 AND DETAIL 1, SEE SHEET C5.6. z I I z I DESIGN INFILTRATION RATE: 1.0 IN/HR.FINISH GRADE ELEVATION: 2542.79 Z- Z TOP OF BED ELEVATION: 2541.29 Lu BOTTOM OF2535.54 VERTICAL SAND FILTER 3.5 - PLAN VIEW GROUNDWATER EDELEVATION:N 2535.38 SCALE: 1" = 20' LENGTH: 207' = Z DEPTH: 5.75' ¢ LO CHAMBER 1 WIDTH: 2' m o CHAMBER 2 WIDTH: 6.5' REQUIRED V2: 889 CF REQURED V100: 3,283 CF D6 ACHD STORM DRAIN EASEMENT. 2550 2550 Z 0 U (n W PROPO ED GRADE rn CO M a M MOp� N N ,n 4 II F- ao n ap aMo m 0- PO N Z O pip 00 6 M N co 2545 N N Z Z 04 N o u � 2545 Z II N II II ¢ L O z r7LLJ U Lq N U-) N N� N N Z O O M N N Z Z 04 N (' co II - - riO� rM N Ln j > j U cn - - - - - - _ �N Z Z ZM �� (V (V Ln +NO O W N EXISTING GROUND - - - - - m N r - - - - - - - - _ cn o 0 '�:4" PIRR CROSSING I? z No 207' CN °O H.G.L. Q(00=1.46 CFS V100=4.00 FPS 20 L.F. 12" H.G.L. E C-900 ® 0.50% Q,00=0.79 CFS ro V,00=3.32 FPS o 2540 2540 _ C) Q o o000000000000000000000000000000000000000000000 0000000000000000o000 - - - - Z - o 0 0 0 0000000000000000000000000000000000000000000000 00000000000000000000 o00000000000 0000000000000000 00000000000000000000000000000000 0000 0000000000000000000000000000000000000000000000 00000000000000000000 000000000000 00000000000 � � � � 000000000000000000 0000 201 L.F. 18' ADS HP ® 0.00% (TOP HALF PERFORATED) = J ZLO z Q 0(j o Q 8" C-900 LiJ 5; o WATER CROSSING Q Q 0 7 L.F. 12" ADS HP ® 0.50% - CD cc 2 L.F. 12" ADS HP ® 0.50% v m w 2535 16 L.F. 18 2535 Z V " Q APPROXIMATE GROUNDWATER ELEVATION ADS HP ® 0.00% - _ Z z Q V 0 w Q w o 0 CD w CD z FEET 20 0 10 20 40 2530 2530 0 9 10 11 12 13 DATE: SCALE: GRAPHIC SCALE 03/06/2026 AS NOTED 1 inch = 20 ft. Horizontal DESIGN: DRAWN: j FEET VERTICAL SAND FILTER 3.5 - PROFILE VIEW ALH PDL 2 0 1 2 4 _ HORIZONTAL SCALE: 1" = 20' JOB NO.: FILE NAME: Q VERTICAL SCALE: 1" = 2' 8066 066-DS-S-DRAIN-PHO 0 GRAPHIC SCALE REF. 5.3 _j w 1 inch = 2 ft. Vertical NO.: NOES 19 OF 35 Z O F U o ?�'� o 0y6 2� w U O ,1 o Q _ o c9 r Q0 U VERTICAL SAND FILTER 3.5 VERTICAL SAND FILTER 3.2 � P�� a_ y y Q 3 3 H N A I I I m o a I VERTICAL SAND FILTER 3.1 3 m o VERTICAL SAND FILTER 3.3 Vl 23 � ��, I BLOCK 14 FLOW BYPASS GROUNDWATER I W BELLE MEAD DR BIf 2"4 ADS HP PIPE W OBSERVATION WELL A ❑ (PERFORATED) Z ASTM TEMPORARY C-33 FILTER FABRIC ARY STORM O N � \ ¢ 9C FILTER SAND WATER BASIN 3.1 W RIDGESIDE ST 1lZ r FINISH GRADE ELEVATION � Z C9 =III=III=III=III=III-III II II II-III-III=III=III=III=III II II-III =III=III= =III 1.5' MIN. Q 00 ccli z O �1I I=11�1T _ T�1T 1T 1T 1T 1I�_ T�T� TOP OF BED ELEVATION - W 0 D2 cn - WOVEN GEOTEXTILE TEMPORARY STORM_ WATER BASIN 3.6 � B Z FABRIC VERTICAL SAND FILTER 3.4 D4 2-YR STORM FLOW o } A 18" 0 ADS HP PIPE W vi 32 LF D1 BOTTOM OF BED ELEVATION SCALE: NTS 5. p O (TOP HALF PERFORATED) KEY MAP O d `-_� GROUNDWATER ELEVATION n U) 4; PVC LINER , CRUSHED ROCK CHIPS ROCK CHIPS OR • : �; O j 2" WASHED DRAIN ROCK N 2543.33 FL W m 8"W W 8"W 8Ti W .� H I I SECTION A-A Z 51 N I I DRAINAGE KEYNOTES Q p I I D1 TEMPORARY DITCH WITH 1% MIN. SLOPE. LENGTH PER PLAN. d Lf) 00 N tiya� Z"I A D2 TEMPORARY STORM DRAIN EASEMENT. • 3 18" 0 ADS HP PIPE rn 18" ADS HP PIPE PVC LINER I I (NO PERFORATIONS) (TOP HALF PERFORATED) D3 CONSTRUCT TEMPORARY STORMWATER BASIN 3.6 PER SECTION B-B, THIS SHEET. Z A LENGTH ❑ CRUSHED DESIGN INFILTRATION RATE: 1.0 IN/HR. I I re ROCK CHIPS TOP OF POND ELEVATION: 2541.75 W I I W BELLE MEAD DR CHAMIBER 1 BOTTOM OF POND ELEVATION: 0.25 Rn Z ❑ 8"ss 8"ss S I_I 2-YR STORM FLOW i WIDTH F 50 DEPTH: REEBOARD: 0 1.0 ' v 2543.33 FL I ICI 5' % I GROUNDWATER ELEVATION: 2536.19 ❑ Z I I ASTM C-33 REQUIRED VOLUME (100-YR EVENT): 532 CF W FILTER SAND 1.5 SWALE BOTTOM AREA: 617 SF N I SWALE TOP AREA: 1,046 SF I WOVEN GEOTEXTILE J z FABRIC D4 CONSTRUCT TEMPORARY STORMWATER BASIN 3.7 PER SECTION B-B, THIS SHEET. a 29 LF D1 I I 12" ADS HP PIPE CO o (NO PERFORATIONS) DESIGN INFILTRATION RATE: 1.0 IN/HR. D3 00 B I � HIGH FLOW BYPASS o 0 0 0 _ CHAMBER 2 TOP OF POND ELEVATION: 2541.75 BOTTOM OF POND ELEVATION: 2540.75 5, I WIDTH DEPTH: 0.50' 1 - FREEBOARD: 0.50, 2541 \ A 3q" CRUSHED GROUNDWATER ELEVATION: 2536.19 ROCK CHIPS M 5' REQUIRED VOLUME (100-YR EVENT). 135 CF a SWALE BOTTOM AREA: 221 SF ) BLOCK 11 SWALE TOP AREA: 347 SF 00 12" 0 ADS HP PIPE GROUNDWATER 23 FILTER FABRIC (PERFORATED) PLAN L-►A OBSERVATION WELL 24C ❑ z A i VERTICAL SAND FILTER DETAIL ul N.T.S. 13- 37 o S IN 73' 1 Cn m TEMPORARY STORM WATER BASIN 3.6 & 3.7 VERTICAL SAND FILTER NOTES co SCALE: 1" = 20' z w c� 1. NO TREES SHALL BE PLANTED ABOVE, OR WITHIN 10' OF, THE VERTICAL SAND FILTER. a 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING REPORT LID PREPARED BY GEOTEK, DATED FEBRUARY 2026. w 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS a ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. CD N 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF o ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE WITH ACHD w INSPECTOR REGARDING PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR of N TO BACKFILLLING. oN 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER DETAILS AND SPECIFICATIONS. 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES OF THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 MIL MIN. PVC GEOMEMBRANE. 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE O FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. _ Q 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF CHAMBER 1 O Q WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. Z N .. N � � N J Z Z Q O z (j) U 0 Ld > C:) u WIDTH PER PLAN 0 Q 0 W m N TEMPORARY STORM WATER BASIN NOTES m TOP OF POND m cc w Q (n 1. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MATCH EXISTING MONITORING REPORT PREPARED BY GEOTEK, DATED FEBRUARY 2026. z Q 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF N GROUNDWATER IS ENCOUNTERED AT ELEVATIONS HIGHER THAN u� SHOWN ON THE PLANS. Z j z 4" MIN. LAYER OF TOPSOIL OR CD o AMENDED NATIVE MATERIAL W/ Q z MINIMUM INFILTRATION RATE OF 1.0 IN/HR ~ N SECTION B-B V) _4� jN.T.S. U QLd (V7 w o Qc? z w CD z Q o DATE: SCALE: 03/06/2026 AS NOTED CID DESIGN: DRAWN: cc FEET ALH PDL 0 20 0 10 20 40 JOB NO.: FILE NAME: Q 8066 066-DS-S-DRAIN-PHO 0 cn GRAPHIC SCALE REF. C 5. N, 1 inch = 20 ft. Horizontal NO.: 'T NOES 20 OF 35 z O F ❑ - - - Z 'F.� „W I o I zo s �� O �yb�� w �s W W _,w c) (VQ Q y w v7 W AURA DR o \ o Q z o r o p W c� cn ss® `I �-a>,s < s $., s < a„ss < a.'ss < a„ss EX. SSMH 2.28 ss s ❑� o v> S �� Q s 4"PI -® j - 41"PI - - s O $Ss N DAYSPRING / Z s I SUBDIVISION NO. 2 I a T 50 0 F 25 50 100 s Z �s 3 EX. SSMH 2.32 OD W s I 1 W00 GRAPHIC SCALE s AA W 1 inch = 50 ft. Horizontal Z q �\ EX. SSCO 2.03 �0 a EX. SSCO 2.04 Q Z 00 Lu o EX. SSMH 2.24 Is 19 I N 3 I I 22 I FUTURE PHASE s Z Co CPO C ❑ W 7 w 0 s 1 A N, SSMH 3.05 A N +_� N t s 18 I 1 3 ❑5 21 U N O --- w ;0 I04 EX. SSMH 2.41 A I I 0 Z cn •! SSMH 3.04 I I I Z u1 0 a - - - - _ - - I I O Z EX. SSCO 2.05 " u ' A I d- - 6C n � ro - BLOCK 11 l l�/J J � r,,�SSMH 3.13 f� O' ❑ a 10 A 17 I ❑ s 7 BLOCK 12 �' n n n W M A 3 I - s ❑ I- I� �� I� " �I ro I I 20 I A Lu I ffnn Z I ® I m J - - I 3 ❑ W I a - - I = z A a ❑ E ❑ �- ® I < 3. Q m I I %D 19 - - � I s �' SSMH 3.01 TRICIAS CROSSING I BLOCK 14 I BLOCK 13 I m FH 3.03 °D ❑5 SUBDIVISION I I � - - I A I c 12 I 15 a 8 I r I } I ❑ 9 _ � 3�: SSMH 3.15 " L °D °J _ _ °D 8 w FH 3.05 z w N I I 1 3 ao w 3 - - O N I I 00 m o I � I Z Of n 13 I 14 a ❑ I ❑ - - A I N I s 9 10 0 SSMH 3.06 91 0 I - - - - W I Y� I I - - - , j I I m I 7 Q s I SSMH 3.12 I 14 13 0 l A m r U Q I - - - I w N I 3 °° Ld Q I %ro I + - - FH 3.02 \ ,� I °° I 16 I 03 swW _ s"W s"W \ I o CN FUTURE PHASE S 12 A w o �J I SSMH 3.16 A A a N I 3 oDCD - ®-: e"ss g II W BELLE MEAD DR Y� 5c - - _ _ I 3 ❑ SSCO 3.01 I I I I I Ia I ❑ I S 5 O - - # 12 A I ❑ 13 I _ I I 3 0 Q Z Q I I 3 FH 3.01 s I I SSMH 3.02--" - _ z - CD ` N SSMH 3.07 - - s SSMH 3.08 FH 3.04 + 4"PI J 23 3 SSMH 3.17 u m ro 14C + a_Cot O O - - O s"W s"w swyy - - �wW W RIDGESIDE ST w �wW ® �_ p a"ss < ass � 3 s - - s"ss ` a Q o SSMH 3.19 as ° �- t u -rn -ur - - - s m Ur- CD 22 SSMH 3.11 °D m A SSMH 3.10 ' - _ V L, SSMH 3.14 Q / / / - - I BLOCK 11 i 20C I 19 i 8 i I 17C i 6 i 5 i 4 i 3 I 12 I i 10C I 0y� Z Z z / 24C 21 I ❑9 / ~ � A SSMH 3.09 0 Q s SSMH 3.03 i SSCO 3.02Ld _ O w 6"PI 6"PI "PI 6PI q 0 CD 0 -6 " PI 4.,PI pT 4„PI 4..PI 4„PI 4..PI \// - z - - w CD z -------------------------__-__ SAFFORD LATERAL (NMID) _ _ _ DATE: SCALE: J TOP TOP Tpp 03/06/2026 1 = 50' - TOP TOP TOP TOP TOP TOP c� TOP TOP TOP TOP - TOP TOP TOP TOP TOP TOP Q 0-TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP- DESIGN: DRAWN: CD I i O I o ALH PDL o FUTURE PHASE I w JOB 8066 06EDSNS-U L-PH03 / I REF.C� C 6.1 N 0.: w / NOES 21 0F 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR Q Z 00 0 v �4j W z C6.8 _y � � P ALLEY F (PUBLIC) C6.5 C6.10 I r a U I I I I BLOCK 14 I I o � J�' I C62 � Q z TRICIAS N w I CROSSING n 10 11 12 13 14 FUTURE o z �; SUBDIVISION Z I Lu PHASE Z c °' NO. 3 m z I 9 Id 9 Id„9 Id„9 Id 9 Id„9 Id 9 Id 9 d, C6.4 > M C6.4 W BELLE MEAD C6.9 C6.11 I a Z 00 DR W 0 9C r I s"per J w C6.6 (3 _0 Lu CD a U+ W RIDGESIDE ST ? v 0) N co co � C 2: 0 W1 W2 W N w3 - - � — - - - - - - - - �QU N C6.3 C6.7 > o 0 0 r M.ZI M.Z1 M.ZL M.Z1 M.ZI 383 LF M.al M.a� M.ZI H C6.12 12'w o W4 N DAYSPRING WAY C' W -- — — — m N — ------------ U) D — — — -- — ---- 11 12 180 13 W = __ SAFFORD LATERAL c : --- ---- 12w g,ss V) < o SS.8 < SS.B �SS.8 < Iss.8 < SS.8—�< N SS.B�< SS.8 SS.8 < J (n -------------------------- U 0 DAYSPRING — `� — — — — — — — — — = w Z W > SUBDIVISION NO. 2 was S3 S4 U) FUTURE U) Q PHASE Z W 0 • Z i I T SSMH 3.15 S1 SHEET INDEX la 3 EX. SSCO 2.05 S2 N.T.S. (D o � � EX. SSMH 2.41 Z M A FUTURE �` PHASE nnnn w W = Z a � � Q crj � PLAN VIEW: N DAYSPRING WAY m STA. 10+00 TO STA. 13+50 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. S2 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, 2550 2550 NOTIFY ENGINEER OF ANY DISCREPANCIES. Z S3 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. _ S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. 0 Z 00 � `i N Cn co W �v LO N ^ CO � N co uC) N c0 U? ui ,rj C-i r7 II = N N O + Z O � N N � WATER KEYNOTES ( ±C11Z Z ( O N Z Z N-) N N O V) 2545 " ~ I o W N E 00 �' C'� Z Z W1 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING °D 00 2545 12" WATER LINE. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION t- PRIOR TO CONSTRUCTION. m P OPOSED GRADE N A SEWER W2 EXISTING WATER MAIN TO PROTECT IN PLACE. _ — Z W3 EXISTING FIRE HYDRANT TO PROTECT IN PLACE. a — — — — — — — — _ _ _ _ _ _ _ — — — — z — — — — — — — — W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON o Q _ EXISTING GROUND SHEET C1.1. Q 0 12" STORM AT SEWER C CD DRAIN CROSSING CD 2540 `0 540 Ld N Q0 EX. 12" coz WATER 12" C-900 WATER MAIN E p lf> M co to O Q U U) w O Q 2535 W W LLJ z — o Z 2 J LL. � UW O z O U o + > o c z o — Q co 2530 2530 z Q m m z En z _ 209 L.F. 8" PVC 00.42% 197 L.F. 8" PVC @ 0.42% ~ ^ cn FEET Z 2525 2525 3o 0 15 30 I Of (/) j EX. 25 L.F. 8" PVC U a_ @ 0.42% W w Cn GRAPHIC SCALE Q c 1 inch = 30 ft. Horizontal Q FEET 3 0 1.5 3 6 z z z z En GRAPHIC SCALE DATE: SCALE: 2520 1 1 1 1 1 112520 1 inch = 3 ft. Vertical 03/06/2026 1"=60' 9 10 11 12 13 DESIGN: DRAWN: 0 ALH JBS cc PROFILE VIEW: N DAYSPRING WAY JOB NO.: FILE NAME: STA. 10+00 TO STA. 13+50 sobs 8066-DS-S-SAN-WAT-PH03 HORIZONTAL SCALE: 1" = 30' REF.E VERTICAL SCALE: 1" = 3' (NO.: C6.2 NOES 22 OF 35 z 0 F DAYSPRING r Q� SUBDIVISION NO. 2 z I C O W AURA DR o J? �O O 'S'6 I �1 o Q Z _ HEE =6.m4 I I I o g � zM � SEES 22 2 � CD _ ' �. ❑23� ( C610 a � I . ALLEY F (PUBLIC) o I ao I d r BLOCK 14 9� _ �I " I -n I a z BLOCK 11 ❑ 24C I I r U Id,.9 o w J TRICIAS C6.2 -3.0 - - a ❑ I� N w z w I CROSSING Q W210 LF-6"� ------- FUTURE o z w (SUBDIVISION Z SSMH 3.17 S1 SSMH 3.18 S1 - z I PHASE Z Q m 40. 3 W 3 SSMH 3.19 S1 w3�01m z / + W3 W3 - o Q P I I z Z W3 ` P I I S3 S4 �_ N T 35 LF M«zL 35 LF M - I I FUTURE 21•0, SSMH 3.16 S1 35 LF M Z� _ - M.zt 99 LF C6.4 � ran D W1 MZL o - M.zL PHASE Q 7g LF N DAYSPRING W 15 Y 16 � � �' C6.4 W BELLE MEAD C6.9 C6.11 I � M Zl N s .9 N < SS N < v C W5 o a DR W N n 3 M«Z► ��ss4 �+-ss,a I I • c Eft = _ gam - 173' - 17T- ` �•g I o� N "�' 17 C6.6 fn r o 14 �« 177' - ° = m� - ` s� gON �o yt I I I 17j 50 W RIDGESIDE ST } � o I C6.7 � W N � N O II N cs.s Ix o � «8 W4 38.5' '� C6.12 � � � D I + a SS 0 3.02 S2 � 15.0' SAFFORD LATERAL W '� - - SAFFORD EASEMENT FROM �L ' - N ---- N *' 'c �/ 1 LATERAL EASEMENT -- SAFFORD LATERAL • c . 00 I - - - --------------------------- I FUTURE FROM U « O Ln LIJ CV I FUTURE Z U) _ _ \ ►► 11 1� PHASE PHASE w o I NOT A Z 5 PART I a N - - SHEET INDEX 3 - N.T.S. 0 Z rn Illulll � LU W PLAN VIEW: N DAYSPRING WAY z STA. 13+50 TO STA. 17+50 z SCALE: 1" = 30' W = z a � L Q cn � 2555 I I 2555 m � SEWER KEYNOTES 30.0' SAFFORD LATERAL 15.0' SAFFORD LATERAL S1 60" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. EASEMENT FROM EASEMENT FROM 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. o S3 22' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. rn 2550 I v � N 2550 S4 TEMPORARY SEWER AND WATER EASEMENT. r- F II Z Mo ^ N co 06 �n� O N 06 M ONO 06 iN N IZ\ ^Z rCn7 Nn r7 r7`Zz NOz OM oNN NC14II N to C4 N n N N = 00 - O +N + 1 + N N N II 0>?0 +� II II 4 o ,n N I WATER KEYNOTES+ ° ? z N MIIU-) = dz ~M m cn ~�_ � � EXISTING GROUND ` ° ° 0 m W 12x8" CROSS WITH 1-12" GATE VALVE, 2-8" GATE VALVES AND a v (n E 00 00 HW AT SEWER 0' cn 00 o- eo ao ao 00 THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. 2545 2545 W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. Cn I 1 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. N X Q 6" PIRR / 1 W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON w CROSSING CD I II I �I _ SHEET C1.L CD LO- - - - - - - - - - - - - - - - - - - - - - I W5 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION N Q o PROPOSED GRADE PER COM STD DWG W13. ❑ Q `N AT SEWER 0 12" C-900 WATER MAIN ll 0 I I CD + I 2540Ld N N co 11 (6 FUTURE 48" u GIRR CROSSING E LO wco = w ° LIJ = I O Q LIJ U • _ CO Q 0 0 2535 ZCD - J � CD Z z 0 z � CD � o + > o - Q o Q � 0 - co 2530 2530co CD Z Q m m cc 98 L.F. 8" PVC 0 0.42% w cn 4 69 L.F. 8 PVC @ 0.42110 209 L.F. 8" PVC ® 0.42% I I !! ^^ 28 L.F. 8" PVC � 28 L.F. 8" PVC ® 0.42% �_ _Z o 0 0.42% CD FEET Z 2525 2525 30 0 15 30 I Of (/) w I � U w Q Ld cf) GRAPHIC SCALE CD 0 1 inch = 30 ft. Horizontal Q ❑ I FEET CD 3 0 1.5 3 6 Z In GRAPHIC SCALE DATE: SCALE: 2520 - I 2520 1 inch = 3 ft. Vertical 03/06/2026 1"=60' 14 15 16 17 DESIGN: DRAWN: CD ALH JBS cc PROFILE VIEW: N DAYSPRING WAY JOB NO.: FILE NAME: STA. 13+50 TO STA. 17+50 sobs 8066-DS-S-SAN-WAT-PH03 w HORIZONTAL SCALE: 1" = 30' REF.w VERTICAL SCALE: 1" = 3' NO.: C6.3 NOES 23 OF 35 Z 0 F DAYSPRING r Q� SUBDIVISION NO. 2 z I C O W AURA DR o J? �O O 'S'6 �1 o Q Z _ O C� o O v � � W w C6.8 I P C6.5 C6.10 Q ALLEY E (PUBLIC) ~o SEE SHEET C6.2 SEE SHEET C6.5 z 3 I $ 7 I o A FL o w J I BLOCK 14 � eo C62 ¢ z '-� I TRICIAS - - '� I 13 } w w I CROSSING n Z o ,� 14 I FUTURE o z w SUBDIVISION co I I PHASE Z z z No. 3 Z w W_ WA W m 3 A 3 W5 I I 9c W2 • __j CD 00 ro W BELLS MEAD C6.9 C6.11 Z 3 C6.4 DR W 0 + 17.5'� W — 0 C6.6 70 LF 1 192 LF "w 0 a w aw a"w a a w c - W4 14.0' I n W RIDGESIDE ST Z u o W3 o I I W3 N DAYSPRING WAY W3 I I W 5 o S1 SSMH 3.16 A FUTURE 3 I I Y� N C6.3 C67 I > ) O O PHASE o I a ro C6.12 ? p O � O � SAFFORD LATERAL N 3 10 b 11� J 12 3 r �3+50i — 00 I > 8"SS Soc) I II I I Q I V' W a) N 9�° 1911 L FUTURE Z U r i + — — < I PHASE Z w 0 II10 En • S4 S3 I N I I BLOCK 13 J N r 24c I m � SHEET INDEX a SSCO 3.01 S2 � A Z M / - \ I .e; - - - - w w w N.T.S. Z O I I I I A BLOCK 11 I I I 3 LU EL a 23 S t LU (� Z - - - - *Go I . I J � Mi.��L I - - I W SEE SHEET C6.3 SEE SHEET C6.6 = Z Q � � a PLAN VIEW: W BELLE MEAD DR SEWER KEYNOTES m STA. 10+00 TO STA. 13+50 S1 60" 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 "T" TYPE CLEANOUT PER COM STD DWG S1. S3 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. S4 TEMPORARY SEWER AND WATER EASEMENT. 2550 2550 Z v04 o _T N N 00 CDN N 2 WATER KEYNOTES o N o 00 11 + z z W1 12"x8" CROSS WITH 1-12" GATE VALVE, 2-8" GATE VALVES AND 'f' THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER rio,n I � ¢ II zz z N� � - - COM STD DWG W11. C_) Il z (nn c~n E 00 00 eo N Ln ot�00 W2 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. 2545 EXISTING GROUND 2545 W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ONCn AT SEWER SHEET C1.1. N r U W4 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION z PER COM STD DWG W13. CD LO — Q 16' WIDE, TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304. o w ,< PROPOSED GRADE ~a o 6" PIRR cc AT SEWER CROSSING CD 0 2540 2540 N I cz \ 8" C-900 WATER MAIN C E E _ O Q O o 2535 2535 J (~j� ZCD - LL— O Z z l O III— 0 CD 0 208 L.F. 8" PVC CD Q � ® 0.42% Z O Q u Q 0 CID 2530 2530CID CD Z Q m m z �=58 L.F. 8" PVC ® 0.427. Z o z _ cn z FEET We ~ z 2525 2525 30 0 15 30 60 G U W w LLI GRAPHIC SCALE J Q CD 0 1 inch = 30 ft. Horizontal uj FEET m z 3 0 1.5 3 6 z cn GRAPHIC SCALE DATE: SCALE: 2520 - 2520 1 inch = 3 ft. Vertical 03/06/2026 1"=60' CID 10 11 12 13 DESIGN: DRAWN: ALH JBS cc PROFILE VIEW: W BELLE MEAD DR JOB NO.: FILE NAME: STA. 10+00 TO STA. 13+50 Boss 8066-DS-S-SAN-WAT-PH03 cn HORIZONTAL SCALE: 1" = 30' REF.w VERTICAL SCALE: 1" = 3' NO.: C6.4 SHE 24 OF 35 z 0 F DAYSPRING r p Q� SUBDIVISION NO. 2 1 z C O W AURA DR o �? O M Z p 0 \ t11 w Q C6.8 1 C6.5 C6.10 1 a ALLEY F (PUBLIC) ~o r z a 2r U Z O W J C6.2 Q z I TRICIAS CROSSING FUTURE a z w SUBDIVISION Z PHASE Z c °' NO. 3 Lu m z ' z Z O N BLOCK 13 I r(0 C6.4 n \ \ 19 18 5C 17 16 5 14 13 I C6.4 W BELLE MEAD C6.9 C6.11 1 a DR W 00 DAYSPRING I I I I I I I C6.6 T \ SUBDIVISION N0. 2 S2 I I I I I I I O S2 S2 S2 S2 S2 S2 W RIDGESIDE ST � } v a) O 9 + STA. 11+29 STA. 12+12 STA. 12+77 I\ STA. 13+42 - STA. 14+07 STA. 14+72 - - C6.7 STA. 10+69 LEN. 40' LEN. 40' LEN. 40' LEN. 40' LEN. 40' LEN. 40' I W �V O O LEN. 42' N C6.3 O 9 \ INV. . 427 W1 INV. 2536.5 W2 INV. 2536.4 INV. 2536.7 W1 INV. 2537.0 z INV. 2537.4 W1 INV. 2537.7 C612 O , ,'Qn I m I I I +� -- - - - -Lu _- ------------ d' N N cn c/► cn o a N p __ SAFF-D LATERAL � ob W3 3 W3 _ 3 3 N `' 3 + --- --- - I� U O W6 N 8"W 30 LF M«8 M«8 M«8 406 LF M„8 M«8 NM«8 M«^a M LIJ 8�Q V FUTURE Z w i W7 36 �F Si SSMH 3.05 W4 W4 W4 W4 N BARNSTEAD WAY W4 I W4 LO W4 � 1 j � PHASE Z w 0 k \ W4 N - ( 3 - '� - 3 - - - 3 N 180.- '� W W Z -51 U" 11 12 13 14 _ • Q a) t� 8 ss�� « «SS«8 < SSLB SS«8 < 55«e�«SS«8 < SS 8�< ss«e �t in ss.8 <�SS«8 J W d N � ) 174' W5 43r- W5 1 W5 W �v W SHEET INDEX 3 1� z 3 ° 3 3 Q N.T.S. 0 o N�� N � � N ftn fn fn -f}A � M S4 SSMH 3.06 S1 I I W / STA. 10+88 N w W2 STA. 12+17 Wi STA. 12+82 STA. 13+47 W1 STA. 14+12 STA, 14+77 LV S3/ _ LEN. 26' LEN. 26' LEN. 26' LEN. 26' LEN. 26' LEN. 26' Z INV. 2537.2 INV. 2536.4 INV. 2536.7 INV. 2537.1 INV. 2537.4 INV. 2537.7 / S3 EX. SSMH 2.24 S2 I I S2 I S2 I S2 I S2 I S2 Z I - - I W BLOCK 14 SEWER KEYNOTES �8 I 9C 10 2 13 14 S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. L DAYSPRING I MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL m o SUBDIVISION NO. 2 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 PLAN VIEW: N BARNSTEAD WAY AND CONNECT TO EXISTING SEWER MANHOLE, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF STA. 10+00 TO STA. 15+00 ANY DISCREPANCIES. ADJUST RIM TO FINISHED GRADE ELEVATION. SCALE: 1" = 30' S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. z 0 WATER KEYNOTES w 0 W1 1" DOUBLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER 2550 2550 SETTER PER COM STD DWG W1, W2, AND W6. W3 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. m POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON } rn SHEET C1.1. z o ao w C-4 CD 00 r- � N in " W5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 Q °r° 0 Ln N �, ON SHEET C1.1. adN � rn z � I mo 0 N o � bj O N 'o, o - (0 oM N W6 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO Q N N S = N Z Z _ + - - n N F- EXISTING 8" WATER LINE. CONTRACTOR TO FIELD VERIFY SIZE 2545 "' o N > > �' �' 00 °° I Z 2545 AND LOCATION PRIOR TO CONSTRUCTION. CD � II Z Z N > > j CD ``' `n� 00 00 //�`'�1 EXISTING GROUND � a EXISTING WATER MAIN TO PROTECT IN PLACE. � I `n - \ AT SEWER C - - - - - - - - - - - - - - - - -I - - , - - - - PROPOSED GRADE - \ - - - - - - - - - - - - � AT SEWER O Q z 1 2540 o ¢ p 0 12" STORM X p J Z CDDRAIN CROSSING I co v L` Z z = EX. 8" WATER O (n W 00 8" C-900 WATER MAIN W W _ O z Z C!) O U <n I = W Q + \ Q I H U) z / Q 2535co CD Q 0 co z m Q m w z c/) (� Q _ 3:: Z 208 L.F. 8" PVC ® 0.42% ~ z J FEET 42% Q ^ Q 2530 2530 I..L 30 0 15 30 60 0 45 L.F. 8" PVC O 0.42% v , EX. 8" PVC W _ GRAPHIC SCALE z Q v) 0 1 inch = 30 ft. Horizontal 0 c = I FEETLLI Q 3 0 1.5 3 6 m CD z _ I z >_ GRAPHIC SCALE 2525 2525 1 inch = 3 ft. Vertical DATE: SCALE: 10 11 12 13 14 15 03/06/2026 1 DESIGN: DRAWN: CD ALH JBS cc CD PROFILE VIEW: N BARNSTEAD WAY JOB NO.: FILE NAME: STA. 10+00 TO STA. 15+00 8066 8066-DS-S-SAN-WAT-PH03 c HORIZONTAL SCALE: 1" = 30' REF. C6.5 ~ VERTICAL SCALE: 1" = 3' [NO.: w NOES 25 OF 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR Q Z ♦ ` �� rn �P ` C6.8 ' 12 ALLEY E (PUBLIC) C6.5 C6.10 C) r P C6.2 N z w I CROSSING Q o n H /�sJ• C�6, FUTURE o z �; SUBDIVISION Z Ci x. W4 FH 3.02 �' `\ \ \ / 0" '�, .� PHASE Z Lu m °' N0. 3 P �� W3 \ \ s` _ W02 � \ \ �� P �. �� C6.4 W BELLE MEAD C6.9 C6.11 1 a W o DR - / s C6.6 m W7 BLOCK 13 '14 / / F ��( � 5C 0�\O�S , \� W RIDGESIDE ST ? 6 s ' BLOCK 14 �ji IQ F �OG� e 9 C6.7 W - O \ -P, L9. \ / C6.12 ' a=+ N O SAFFORD LATERAL 1° � 9� GT \ / ZLIJ > � %P 17C FUTURE / W8 / \ 0� I PHASE Z W 0 W8 W5 � / �1x 1 Z i O w5 �4 ,i e� � �P. ti�o APO W6 J F,� 6°' 8 w � S2 \ a v' SHEET INDEX 3 N.T.S. 0 o 0\ 3 129 . s S 18 Z M W8 4> 14 a / S1 SSMH 3.07 \` ^ / �P�� 43 W Z � N� 'i! 30,44 , n n n Z u W S2S3>> \ � \ W1 BLOCK 11 SSMH 3.10 S1 9 23 S1 SSMH 3.08 111 a Z L a SEWER KEYNOTES m / S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. / 5 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL .0000, WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. Grp. S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. s� WATER KEYNOTES o PLAN VIEW: N BARNSTEAD WAY/W RIDGESIDE ST W1 1" DOUBLE SERVICE CONNECTION WITH 34" METER AND METER STA. 15+00 TO STA. 19+00 SETTER PER COM STD DWG W1, W3, AND W6. SCALE: 1" = 30' W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. 2550 2550 W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. m WS 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. N r W6 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. z uj z W7 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON a � �, SHEET C1.1. o Q N OCD F- N W 03 �, c °O 0R W W8 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 a o 04�, N N r; N C", ON SHEET C1.1. n M II Z c0 (V 04 II N O + Z D O N Z Z CD O N N + — N 2545 Z 2545 = �`; ZZ "' �N » > — �� W N N _ _ = II Z Z Z N > > C„ C,E 00 00 V d m -- _ = II ? ? EXISTING GROUND QV)i V)i E ao ao ao N N AT SEWER _ _ - - - - - - - - - - - - - PROPOSED GRADE - - - - - - - - - - - - - - - - - - — AT SEWER UO Q L o z w o 2540 Q 2540 Z — M J + O 6" PIRR o O CROSSING :> O W M Z Z LO � ti o< r 0 0 Q 8" C-900 WATER MAIN °O L) Q U z ch W W W W Q 1: Z_ Z_ = z o � J _j Q U O WLLJ m LLJ � � � ZQ m cc, J p (/) moocn + z 246 L.F. 8" PVC @ 0.42% w V � r4lL.F. 8" PVC ® 0.42% 0 41 L.F. 8" PVC ® 0.42% ~ cf) (n 208 L.F. 8" PVC ® 0.42% z z Q ~ FEET Q 2530 2530 30 0 15 30 60Ld m U Z Q Cf) GRAPHIC SCALECD 0 w 1 inch = 30 ft. Horizontal CD FEET z 3 0 1.5 3 6 z En GRAPHIC SCALE DATE: SCALE: 03/06/2026 1 2525 2525 1 inch = 3 ft. Vertical � 15 16 17 18 19 DESIGN: DRAWN: 0 ALH JBS cc PROFILE VIEW: N BARNSTEAD WAY/W RIDGESIDE ST JOB NO.: FILE NAME: STA. 15+00 TO STA. 19+00 suss 8066-DS-S-SAN-WAT-PH03 HORIZONTAL SCALE: 1" = 30' REF.w VERTICAL SCALE: 1" = 3' (NO.: C6.6 SHE 26 OF 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR Q Z 0O 0 v K. W z o' C6.8 - � y I d� P ALLEY E (PUBLIC) C6.5 C6.10 I r a U Z O W J C6.2 Q z I TRICIAS CROSSING n FUTURE Q z m SUBDIVISION Z PHASE Lu c °' NO. 3 SEE SHEET C6.9 z Z 1 O to ' 7 S C6.4 a Z S Q W BELLE MEAD C6.9 C6.11 00 BLOCK 13 r I BLOCK 12 I C6.4 DR W 0 SIt* ' • c 12 O 13 I 15 FF 3,yFF C6.6 � J i T C(' r W RIDGESIDE ST ? 6 to z W J a y W a O C6.7 I ` o C6.12 i FH 3.03 5C 10 LF-6"W3 + 14C -- — — — — ---- N 5 *; N ------------ p I LO W + / I I SAFFORD LATERAL cn 17.5' w F —_ Cfl W4 �� ——— ——— — ------------------------- O 0 O cli Cfl I Lu 226 LF " 49 LF 257 LF �, / FUTURE Z s w 8"w 8"w 8"w 8"w 8"w 8"w 8 w I PHASE Z w o w � 3 �0 9p W2 — 3 W RIDGESIDE ST 3 S1 SSMH 3.14 / I I • Q = Z 20 21 22 23 J -C U) J ' ` " s �c s 8"ss� w 8"ss �8"s 8"ss� 8"ss �c 8"ss 8"ss r S / A I la Ln W = 3 w5 < 3 W5 < I < I <3 w5 � S _ I SHEET INDEX M cn � - - — � I - - r - - I I N.T.S. O 3 U) U 3 N ? N b Q I I W W1 STA. 19+60 SSMH 3.11 S1 STA. 20+25 W1 STA. 20+90 �; w STA. 21+55 W1 STA. 22+21 W LEN. 27' LEN. 27 LEN. 27' LEN. 27' LEN. 26' I _ Z IINV. 2537.5 INV. 2538.0 INV. 2538.4 INV. 2538.7 INV. 2539.0 0 s2 I s2 I s2 I s2 I S2 i A I I W I I I I I BLOCK 11i I = Z J I � Q 6 15 14 3 12 I m o I SEWER KEYNOTES 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 @ 2% MINIMUM SLOPE WITH PLAN VIEW: W RIDGESIDE ST STANDARD SERVICE MARKER PER COM STD DWG SW3. STA. 19+50 TO STA. 22+50 SCALE: 1" = 30' Z WATER KEYNOTES W1 1" DOUBLE SERVICE CONNECTION WITH 3/" METER AND METER 0 SETTER PER COM STD DWG W1, W3, AND W6. o W2 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. 2550 2550 W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. m a, W5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 N ON SHEET C1.1. W z N I I D N N M �� Q ap r7 r7 N +n p W 03 O N N M N j cD Q II II N o + z z =o EXISTING GROUND m z M N"' AT SEWER U) U)or°O C) 2 Z Z Z II _ _ _ N 2545 Lo P _ 2545 w of - - - - - - - - - � �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o L0 PROPOSED GRADE z o I AT SEWER i 0 N o • _ O Q 0 25401 2540 w Q Z 0 o J C: 8" C-900 WATER MAIN O O Z II d � � o = w0 O Q W WZ 163 L.F. LC) � � I �8" PVC + Q Z > coW 00.62% Q 0 � U) o Q 254 L.F. 8" PVC © p•79% 2535cc m z m w 246 L.F. 8" PVC 00.42% N Ln z z cn F- cn Z z �_ w `D FEET 2530I 2530 30 0 15 30 60 (/) W Q Cf) w I GRAPHIC SCALE O 0z 1 inch = 30 ft. Horizontal Of j I FEET CD z 3 0 1.5 3 6 En GRAPHIC SCALE DATE: SCALE: 25251 2525 1 inch = 3 ft. Vertical 03/06/2026 1"=so' 19 20 21 22 23 DESIGN: DRAWN: 0 ALH JBS cc PROFILE VIEW: W RIDGESIDE ST JOB NO.: FILE NAME: STA. 19+50 TO STA. 22+50 8066 8066-DS-S-SAN-WAT-PH03 HORIZONTAL SCALE: 1" = 30' REF. u VERTICAL SCALE: 1" = 3' NO.: C6.7 w NOES 27 OF 35 z 0 F= DAYSPRING r Q� SUBDIVISION NO. 2 z I C O AURA DR o J? �O O 'S'6 �1 o Q Z _ o O C� o O v W w C6.8 I P C6.5 C6.10 Q ALLEY E (PUBLIC) ~o r z Q � 0 3 z o w J C6.2 o '-� I TRICIAS N z w I CROSSING n Z m ) FUTURE o m Lu z SUBDIVISION 310N I W p LJ Z S S s� I BLOCK 12 z O W9 II ❑s4I2 II sv❑I2,5 II 6C fI II svI2,7 III sI2® , II s❑II2 , II I N C -------C-6-7 ----------------- a 6. - aDAYSPRING W BELLE MEAD C6.9 C6.11 I wSUBDIVISION N0. 2 C6.4 DR o C DO STA. 10+59 STA. 11+34 STA. 12+24 STA. 12+89 STA. 13+54 Z LEN. 40' LEN. 41' - W RIDGESIDE ST ra_n) 3.04 2: OINV. 2538.8 INV. 2539.7 INV. 2540.1 INV. 2539.7 FH W3 V. 2539.5 W . y 01 LF-6 . p C612 C) (A v, n N ------------ - N+ _ � m SAFFORD LATERAL W4 W4 _ --- --- - - ; Mug Mug . g M.9 NMa „ 0p 356 EX. SSMH 2.28 W5 r, W5 12 LF M•$ 12 LF W5 N WOLCOTT WAY W5 r, W5 �I j FUTURE Z W •> Cf) sQ sn - (n _ (n 3 w W W PHASE Z w 0 9 10 11 20 IF 12 I 13 ss..s � ssus�< ssus ssls�< ss.s�< ss.a cn I 1 o r I N >-i ss"9 > �5.8��> ss.s > ss.s A. (n ' O Z 7' w P ca cry W6 3 = W J U s3 � - - - - - - - - - - 3 � � - Q "' SHEET INDEX J Z ( I (n ( I W H o Q N.T.S. Z o S4 W9 STA. 10+64 STA. 11+39 W2 W2 STA. 12+29 STA. 12+94 STA. 13+59 3 I n n n S SF - LEN. 26' LEN. 26' LEN. 26' LEN. 26' LEN. 26' u Lu F INV. 2538.9 INV. 2539.8 INV. 2540.0 INV. 2539.7 INV. 2539.4 I W '" I S2 I I S2 I S2 I S2 I S5 EX. SSCO 2.03J @SSMH 3.04 S1 S1 SSMH 3.13 N I I I I Z '0 BLOCK 13 W DAYSPRING N SUBDIVISION N0. 2 ❑3 ❑4 5c © ❑7 SEWER KEYNOTES Q I @48' TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. m o 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 PLAN VIEW: N WOLCOTT WAY WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. STA. 10+00 TO STA. 14+00 S3 EXISTING SEWER MAIN TO PROTECT IN PLACE. SCALE: 1" = 30' S4 EXISTING SEWER SERVICE TO PROTECT IN PLACE. S5 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. z 0 0 WATER KEYNOTES W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER 2550 z 2550 SETTER PER COM STD DWG W1, W3, AND W6. 00 00 C W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER a "' to SETTER PER COM STD DWG W1, W2, AND W6. .Zi LO O N o o co o W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. m Cmq M =O vv o M + o M N N> W4 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. z M O N 2 Z O O N 2 N Z m Q CCD � rn o o �' o + ' z =o ccn ��ao Cn �' °D W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 Q > N ^fl o LO � N c� o - ON SHEET C1.1. N Q 2 O)� N N r (n �N > > /� p cn z z PROPOSED GRADE N N z ? o w N Of co AT SEWER W6 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE o Q N 2545 X 2545 3 ON SHEET C1.1 o wN� zzz o _ - - - - - - O REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO > o _ _ _ _ - - - - - - - - - - - - bi EXISTING 12" WATER LINE. CONTRACTOR TO FIELD VERIFY - - - - - - - - - - - - - - - - - - - - - - - z SIZE AND LOCATION PRIOR TO CONSTRUCTION. o - - - M i r EXISTING GROUND CD CD AT SEWER @EXISTING WATER MAIN TO PROTECT IN PLACE. 01 I C:) o W9 EXISTING WATER SERVICE TO PROTECT IN PLACE. O r o + �¢ U I_8" C-900 WATER MAIN Cn W O_ Q 2540 1 W LU = z p Q- o EX. 8" WATER J U) Q � I= LWL.I V 07 IQ p Z z z o (� Ln 0 0 Q 246 L.F. 8" PVC @ 0.62% + 2535 2535 o Q CD CD Q m � 03 z Q Q m w V) !! ^^ 110 L.F. 8" PVC � 0.62% V o EX. 119 L.F. 8" PVC 0 0.62% Q Z FEET � ^ CD 2530 2530 30 0 15 30 60 Q ~ U) GRAPHIC SCALE C) c� 1 inch = 30 ft. Horizontal Q � o FEET CD z 3 0 1.5 3 6 w z Z GRAPHIC SCALE >_ 2525 ' 2525 1 inch = 3 ft. Vertical 0 9 10 11 12 13 14 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N WOLCOTT WAY DESIGN: DRAWN: CD cc STA. 10+00 TO STA. 14+00 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH03 i REF. C6■8 w NO.: �.7 / SHE 28 OF 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR Q Z 00 0 v K. W z o' C6.8 - � y d� P ALLEY E (PUBLIC) C6.5 C6.10 I r a U Z O W J C6.2 Q z TRICIAS N uj w CROSSING n FUTURE Q z u; SUBDIVISION Z SEE SHEET C6.7 PHASE Q m N0. 3 ' 07z m z MGM M - - z Q N I BLOCK 12 i 0 11 12 13 14C C6.4 a 00 I N I C6.4 W BELLE MEAD C6.9 C6.11 I Z o � DR W 0 I I I I I I c I I I I 3 o L 14 C6.6 � S2 S2 S2 S2 � N g- TO W RIDGESIDE ST }I O STA. 14+19 STA. 14+84 STA. 15+49 STA. 16+14 LEN. 40' - LEN. 41' LEN. 40' LEN. 40' N C6.7 I W O 00 0 I INV. 2539.1 J z INV. 2538.8 W1 INV. 2538.4 INV. 2538.1 W2 I C6.3 17.5' C6.12 m w �O v► a cn cn cn o -- - - - - ------------ --- - - ---- +� `� 3 3 N __ SAFFORD LATERAL 00 � - - - - - - t --- --- _ _ O 0 U Q «8 M«9 N M«8 M«8 N 356 LF M"8 g $ W3 U > N ~ ~ W4 W4 r, W4 .`� SSMH 3.11 S1 FUTURE Z W LU r W w4 �, w4 N DAYSPRING WAY °° PHASE 0 W W - 3 180' N - (n 3 cn I I - �° Z = J I 15 16 II 1 I 17+50 O J C �l a� W Z 9 SS«8 3 rn > SS«91 > SS«8 �SS«W5 3 > SS«8 > ss«8 > S S« 9 I Q W U cn W5 cn (n V) I I W4 N S BLOCK 11 co - - - r - - - + SHEET INDEX 3 3I ? uj (n �I N 5 N.T.S. 0 I LLJ- Z ri o Q STA. 14+24 W1 STA. 14+89 �, w STA. 15+54 W1 STA. 16+19 - W I LEN. 26 LEN. 26 LEN. 26 LEN. 26 W INV. 2539.1 INV. 2538.7 INV. 2538.4 INV. 2537.9 M'- M M Z S2 I S2 I S2 I S2 I - - PL I 0 I SSMH 3.12 S1 BLOCK 13 W r x �9 10 12 5C I Q LO S I m o m SEE SHEET C6.6 SEWER KEYNOTES PLAN VIEW: N WOLCOTT WAY S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. STA. 14+00 TO STA. 17+50 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. SCALE: 1" = 30' S2 4" SEWER SERVICE PER ISPWC SD-511 0 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. Z 0 WATER KEYNOTES w 0 W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. 2550 2550 W2 1" SINGLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. Q in z M W3 8"x8" TEE WITH 2-8" GATE VALVES AND THRUST BLOCKING M (V PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWGco m co M W1 1. M � U Lo-: W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 a + Z o N N M ON SHEET C1.1. r7 ,n "j 'j ,n cn co 04 CV Q N z z EXISTING GROUND o M M W5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTEbi cn cn 0c 00 00 ci z z o 3 ON SHEET Cl.l. L Q o p N 2545 AT SEWER M - - 2545 Q N Z Z Z O N F- N N CE 00 00 00 N - - - - - - - - - - - - - - - - - - - - - - - - - - - W N Q0 O PROPOSED GRADE CD ++ AT SEWER 00 't Z Ln E 6 � m + L) Q c w0 � O W W _ 2540 _ Q 0 4 PIRR Q _ `� CROSSING (!) J 8" C-900 WATER MAIN J - � W LJ..I Z r W U 00 Z LL- Z z Q O O O o z CD (� z � Q 2535 +2535 246 L.F. 8" PVC 0 0.62% Q -4- 230 L.F. 8" PVC 0 0.42% z m co cn z QQ w cn �_ Q _Z j FEET CD 2530 2530 30 0 15 30 60 z Q � � GRAPHIC SCALE O a_ 1 inch = 30 ft. Horizontal Q v) o FEET Q CD 3 0 1.5 3 6 w CD Z z GRAPHIC SCALE >- 2525 ' 2525 1 inch = 3 ft. Vertical 14 15 16 17 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N WOLCOTT WAY DESIGN: DRAWN: 0 STA. 14+00 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-PH03 i co REF. C6.9 w / SHE 29 OF 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR �� p Q Z O v � �� W z T �� w C6.8 `P 0) ALLEY F (PUBLIC) C6.5 MID r Q r � r � o � r U U O W J Z C6.2 � Q z TRICIAS W CROSSING FUTURE a z m SUBDIVISION Z LLI PHASE :Z Q °' NO. 3 m z BLOCK 11 I I z Z 3 4 5 6 DAYSPRING I I I cs.a > SUBDIVISION NO. 2 I I I cs.4 W BELLE MEAD C6.9 C6.11 1 a W 00 I DR - EX. SSMH 2.32 S2 S2 S2 I C6.6 m STA. 10+74 STA. 11+99 STA. 13+19 LEN. 40' LEN. 40' - - LEN. 40' - W RIDGESIDE ST Z 6 a) W9 INV. 2537.3 �_ INV. 2537.5 W1 INV. 2538.1 FH J cn cn 3.05 � o N O C6.7 CN w 10 LF- W3 I L C6.3 ; : O O p p 00612cn Q a)W8 W7 �, `' W4 W4 3 _ _ _ _ +� -- - - - - ------------ -- - ---- �n N - :L N� __ ---- SAFFORD LATERAL �/ • 3 M "' 117 LF W4 W4 190 LF N 257 LF --- --- - --------------- O M..8 M.8 M.8 M.8 M.8 M. M.8 M«8 M.8 Q () . O aL I, w5 N BEBEE RIVER WAY 20 LF M«e W5 w5 �, ~ (3 U a) N - 12 LF _ 12 LF - 1g0 - LLJ Z to 4- N 3 0 - 3 U) FUTURE 10 11 "' W5 ,2 13 I Z = PHASE Z w 0 sous < o SS.8 < 3 W6 «� <�SS.B�< SS«8 <��SS.8 T< SS«8 3 W6 SS.B �n SS«¢ < 1Ss.8�< SS.B- J • Z i w h I IU w J N s3 -I 3 N 3 w N (n U' SHEET INDEX la 3 w N.T.S. _o co W9 STA. 10+46 W2 STA. I11+21 STA. I2+16 W1 o w STA. I2+91 SSMH 3.01 S1 STA. 13+66 -LEN. 26' LEN. 27' LEN. 27' - LEN. 27' LEN. 27' - - re INV. 2537.2 INV. 2537.5 INV. 2537.5 INV. 2537.9 INV. 2538.3 I Lu W S2 S2 I S2 S2 S2 v J/ Z I v Z S4 EX. SSCO 2.04 I I � � I I I n n � Z I I DAYSPRING I I BLOCK 12 I I SUBDIVISION NO. 2 22 21 20 9 18 SEWER KEYNOTES Q ' S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. m o MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. PLAN VIEW: N BEBEE RIVER WAY S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE STA. 10+00 TO STA. 14+00 WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. SCALE: 1" = 30' S3 EXISTING SEWER MAIN TO PROTECT IN PLACE. S4 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. z 0 WATER KEYNOTES w 0 W1 1" DOUBLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. 2550 2550 W2 1" SINGLE SERVICE CONNECTION WITH %4" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. Q W3 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. m �, W4 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. co 00 uj W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE M r) N 2 ON SHEET C1.1. a ZLO N II / - N N oNFQ N N POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER oN w ,- +� 03 N O 0N N C N NOTE 3 ON SHEET C1.1 �' o2545 z Q Z z 2545 o ~-` _ - - - W7 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT CD I O - - 6g-6e- - - - - - � co C:N z o N N� z z_ EXISTING GROUND / TO EXISTING 12" WATER LINE. CONTRACTOR TO FIELD > N (n II X R AT SEWER / VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. bi wcn� ao ao w cn� - - - - - - - - - - - - - W8 EXISTING WATER MAIN TO PROTECT IN PLACE. CD EXISTING WATER SERVICE TO PROTECT IN PLACE. o 77 E PROPOSED GRADE z p + = 12" STORM AT SEWER M O+ DRAIN CROSSING X O Q 2540 I Q U Q Q 0 w J O W W 8" C-900 WATER MAIN z m EX. 8" WATER J 2 W Z z 0 w � CDo Q � o + Q >`n 2535 2535 Z Q Q Q 306 L.F. 8" PVC ® 0.65% Z Q m co 260 L.F. 8" PVC ® 0.42% z m EX. 55 L.F. 8" PVC 0 0.42% cn Q ! ^ z V Q cn Z FEET Lr- cn n/ CD 2530 30 0 5 so I � j 11 ZD Q tY U GRAPHIC SCALE c� w 1 inch = 30 ft. Horizontal FEET W �o CD 0 3 0 1.5 3 6LLI z m CD z GRAPHIC SCALE Z En 2525 2525 1 inch = 3 ft. Vertical 9 10 11 12 13 14 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N BEBEE RIVER WAY DESIGN: DRAWN: 0 STA. 10+00 TO STA. 14+00 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH03 i REF. u NO.: w NOES 30 OF 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR �� p Q Z 0O O z C6.8 y ALLEY E (PUBLIC) C6.5 C6.10 I r a U Z O W J C6.2 < z I TRICIAS uj w I CROSSING n FUTURE Q z L; SUBDIVISION Z PHASE Lu c °' NO. 3 ' I m z z 0 BLOCK 11 6.a ❑ a a ELLS a Z 00 C6.4 W BELLE MEAD C6.9 C6.11 I W 0 I DR - C6.6 • m S2 S2 S2 S2 Z STA. 14+37 I STA. 15+61 I STA. 16+93 STA. 17+67 I I W RIDGESIDE ST } a) O LEN. 40' I LEN. 40' LEN. 35' I LEN. 31' I C67 -A LV - INV. 2538.7 W1 INV. 2539.3 J w INV. 2539.8 INV. 2540.7 I �J C6.3 I ) O W2 C6.12 O p +� I 3 �, W3 Wi N I __ SAFFORD LATERAL - - \ W - - - - - --- --- U . �11L w - --------------- • O u Q M,9 M.9 M,9 M„9 257 LF M. M.9 g N N 18 W > N �� W4 \ 10C FUTURE Z (n W 3 w4 N N BEBEE RIVER WAY N W4 `n7 ❑ _$,ss�- (n I I o PHASE Z w o ww w 15 16 176' a,� ss Z i = Z < ss.9 <+-ss.9 < ssl9 ss.9 <�ss.9 < a"� W3 O • Q m w = W2 c^ c^ l� I Q d U) H - 7 - - - \ SSMH 3.03 Si SHEET INDEX Q 3 rt J z 3 \ • M W � W cn 9 N.T.S. _0 C � I I O + W1 STA. 14+42 w _ STA. 15+16 _ W1 STA. 15+93 SSMH 3.02 Si (n 1 I LJ LJ I M LEN. 27' LEN. 27' LEN. 27' IF I �n� W INV. 2538.7 INV. 2539.1 INV. 2539.4 `a3o c~i1 S 11 I J I Z_ S2 S2 S2 J o I v N I I t9 I I I I N � I ❑I- W I I `0 BLOCK 12 I I 17 16 15 14C M M M O a � mo L L SEE SHEET C6.7 SEWER KEYNOTES PLAN VIEW: N BEBEE RIVER WAY/COMMON DRIVE S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. STA. 14+00 TO STA. 18+00 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. SCALE: 1" = 30' S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. Z 0 WATER KEYNOTES w 0 W1 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. 2550 N - 2550 W2 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE z 3 ON SHEET C1.1. -00 00 o N W3 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. ,LOr� L6 N F m rn rL,) N CD + W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 200 N C„ o N _ z ON SHEET C1.1. O + O Q g W N N N�'00 Q II Z z N N EXISTING GROUNDLO 0 00 AT SEWER uj 2545 _ - - - - - - - - 2545 _ - - - - - - - - - - - _ _ - - - - _ - - - - ow N ui � PROPOSED GRADE z AT SEWER � 2 01 00 C O P� O j Q � � O _ U 2540 8" C-900 WATER MAIN _ Q o LLLJ � J � Z Lu w o Z c=nZ L`p000 Z z Q O 0 �w � � o Q163 L.F. 8" PVC ® 0.62% - U (n 2535I 306 L.F. 8" PVC 0 0.65% O Q 2535 � 0 ZQ p 0 Q Z � � m z z J � O 0 m w cl- W + cn > 4 Z c z FEETcn CD 2530 2530 30 0 15 30 60 � W m 0 GRAPHIC SCALE m c� w 1 inch = 30 ft. Horizontal Q Ld o FEET z 0 C z 3 0 1.5 3 6 w CD z GRAPHIC ALE >_ 2525 2525 1 inch = 3 ft. Vertical 14 15 16 17 18 DATE: SCALE: 03/06/2026 1"=60' PROFILE VIEW: N BEBEE RIVER WAY/COMMON DRIVE DESIGN: DRAWN: 0 STA. 14+00 TO STA. 18+00 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH03 i REF. 6■ 11 j w NO.: / NOES 31 OF 35 DAYSPRING SUBDIVISION NO. 2 W AURA DR �� p Q Z 00 p z C6.8 y ALLEY E (PUBLIC) C6.5 C6.10 I r a U Z O W J C6.2 Q z TRICIAS N uj w CROSSING n FUTURE Q z w SUBDIVISION Z PHASE LLI c °' NO. 3 m z z Z SEE SHEET C6.6 T I BELLE W LE C6.9 C6.11 I a Z 00 C6.4 MEAD W 0 DR o • c BLOCK 13 cn I C6.6 T oS BLOCK 11 ? 5C I N 1791 g W RIDGESIDE ST � } s x p w2 I C6.7 W — • cj N I > moo C6.3 c p O �4 0' r 21"- UTILITY — 6. � I EASEMENT — — _ 4; N ------------ W3 N I __ SAFFORD LATERAL S1 SSMH 3.09 W2 ——— ------------------------------- • to o0 c0 _ W a) O co ,W 25 <�a ��• � FUTURE Z V) V M"8 5 0. 11 Q PHASE Z W O j INBARNSTEAD WAY W4 a`�' "s < ss"s < ss"s—�—< v, 12 J • Z L- W - a' W4 20C I 0 J t _ W1 � I �O Id N w� ` � `� N M � - _ SHEET INDEX 3 w C/) v, I N.T.S. o 3 N SSMH 3.08 S1 I I a II Zre ri STA. 11+01 STA. 11+66 I W EN. 33 LEN. 30' W n Imo(/J1C)/) INV. 2538.5 INV. 2539.1 Z W BLOCK 11 o 24C 23 22 21 J Z L a I LO � m o SEWER KEYNOTES S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. PLAN VIEW: COMMON DRIVE SEWER EXTENSION MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. STA. 10+00 TO STA. 12+00 SCALE: 1" = 30' S2 4" SEWER SERVICE PER ISPWC SD-511 @ 2% MINIMUM SLOPE WITH STANDARD SERVICE MARKER PER COM STD DWG SW3. z 0 U WATER KEYNOTES w 0 W1 1" DOUBLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. 2550 2550 W2 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Q W3 45' BEND WITH THRUST BLOCKING PER ISPWC SD-403. ~ m W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE N z 3 ON SHEET C1.1. 04 Z N^ II w F 00 00 M O + O n M N Q 00 c0 (V 04 04 Q II Z NO H 0 m ^� II II m cnF— p +CN Z Z p (n (n 0!00 Q 2545 ro _ `I,' z_ z_ z 2545 0 PROPOSED GRADE — �D EXISTING GROUND _ AT SEWER I > o AT SEWER N N 00 m m N — — — — — — — r� z N 0 cc I Q 2540 2540 Q Q O o 8"� C-900 WATER MAIN � O 7 5 w L 0 O > o `n 2535 2535 Z + Q o 0 " pVC m 0 L.F g • 8 m co w z QQ 0 I w c _Z z CD� 2530 2530 30 0 F 15T 30 60 ^�^ I..L 0 GRAPHIC SCALE z U a 1 inch = 30 ft. Horizontal CD Q o FEET 0 CD M 3 0 1.5 3 6 z I O w z U GRAPHIC SCALE � 2525 2525 1 inch = 3 ft. Vertical 0 10 11 12 DATE: SCALE: 03/06/2026 1"=60' co PROFILE VIEW: COMMON DRIVE SEWER EXTENSION DESIGN: DRAWN: 0 STA. 10+00 TO STA. 12+00 ALH JBS = HORIZONTAL SCALE: 1" = 30' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 3' 8066 8066-DS-S-SAN-WAT-PH03 i w REF. 6. 12 w NO.: / NOES 32 OF 35 z 0 L U) II O 2 s \ N W AURA DR ° \ Q z Pr) o ss® `I �—a"s _ws s„ s ICs"ss < 8„ss < CD 8"ss J 0.�\I Ih 0 �� rn / � a 4"PI —® sJ — 41"pp PI — — \' s X $SS / co DAYSPRING a s S S/` / I SUBDIVISION NO. 2 T 50 0 F 25 50 100 ( U J 1 1 < J s n Z OD 15 W °° GRAPHIC SCALE W — — — — —\ Z�E S \ 1 inch = 50 ft. Horizontal Z 15 16 W 15 (14 O - - a 17 � KEYNOTES a W o s� 15 ❑3 I 4 I 17 _ I ❑ 22 I 1 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. ❑ � 18 S � I I FUTURE PHASE N 0 I I � O0 1Y" PRESSURE IRRIGATION SERVICE PER ISPWC SD- . N a Z U 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. c 2:-00 El ® S - - _ I 1 W I 4 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY. ' O O s O co O N. `- ` 3 1 — A A O5 PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT 4; N LOW POINT OF PRESSURE IRRIGATION SYSTEM. =n 'I ®- t U I I c 1 �, 18 1 � V • o to 00 ❑ I 5H O � ❑ I � ❑ 21 I 6 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. U ❑ N --- A I — — W I s ro I — — - O - Z W .> H -- 6 I O7 90' BEND WITH THRUST BLOCKING PER ISPWC SD 403. _ I I I I Z "-' o I 9C A — — 1 I ® 6"x6" TEE WITH 6"x4" REDUCER, 2-6" GATE VALVES, Z >, 2 tO © ° ® — — — — - I AND THRUST BLOCKING PER ISPWC SD-403. (�D Q m - - ' A 2 6C I ° ® O9 6"x6" TEE WITH THRUST BLOCKING PER ISPWC SD-403. d N _*j 1 - - - - 2 - - BLOCK11 3 ro 00 1 � I 10 6" CROSS WITH 2-6" GATE VALVES, 10"x6" REDUCER, Ir � 4 a 10" GATE VALVE WITH THRUST BLOCKING PER ISPWC „ M s I co ❑ _ Z BLOCK 12 e SD 403, AND 10 BLIND FLANGE CONNECTED TO GATE a 10 A I 17 I © 7 VALVE. ��- N ❑ I W A col 4" GATE VALVE WITH THRUST BLOCKING PER ISPWC W I F I 3 I� I � Z I °' I I I I A SD-403,W - ® 1 I 1 U I I 3 12 6lun) " GATE VALVE WITH THRUST BLOCKING PER ISPWC 14 W J I SD-403. O : — — W N 3 � 1 I - - z 13 MARK END OF IRRIGATION LINE. I 11 = z _ I J A a ❑ _ 7 I Q < a ❑ ® _ I 14 6" BLIND FLANGE CONNECTED TO GATE VALVE. L J m o I I rn EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN r I I Q PLACE. 3 L auZ - - W - - s 3 TRI CI AS CROSSING 16 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. 3, BLOCK 14 m I 1 BLOCK 13 0D 1 00 ❑5 `48r SUBDIVISION z I 17 CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. IAQ I 12 I ,r — 15 3 � I � � ❑ I ❑g a 3 CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION. z a 3' I A 18 TING 6" PRESSURE IRRIGATION MAIN.CONNECT TO EXIS N I I CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION. 00 w — — — — °D I 18 w V) w o . W 1 00 a m — — `° a A I y I Z 24" CONCRETE PIPE, PVC METER LID cn iO ❑ I 14 `�o ❑9 I 10 1 — — A w I PIPE, OR METER TUB s o N N — — — — co w — 1 I I 1 s 1 I 17 I co © PRESSURE IRRIGATION a I 2 I I MAIN LINE ❑ ❑ a fO 14 10 I a A 1Y2" CURB STOP NON-POTABLE TAG m 11 O BALL VALVE r A ❑ I U A 2 � I I I y I - uj - N I I Q - - W N I — _ _ o0o000000 N 1Y2" TAPPING SADDLE 018" MIN.12 w 00 3 I a CRUSHED ROCK CHIPS CDN A o 4 84 LF A 11 I 12 24" - FUTURE PHASE A as LF i 2 o II O — — N 104 II I 1 n W o- s"ss s W BELLE MEAD DR A I - - w \ oD L 1 R °v I I I 24" 5C I la I E I ❑ R A _ 2 I I a 15 I O I - A � 12 O ❑ I z A vv w_ I ❑ 13 I IRRIGATION DRAIN DETAIL Q Q 1 8 s NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN THE J O Q Q _ s 11 3 63 11 7 I — — 1 PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. Z N a I 11 - a (_D vAi o `s 3' 24 LF 20 LF — 65 LF 4"pl — L -4-PI °� 10?�C �° z _ \ cn_ 7 II 14C + O I I - - -- — 5 2 2 / 0 U \ �N 8„ I I — U � I A I s � s„w I I — 811w 811w 4a—�I I$ w B w — w ~ Q I _ 63 LF 73 LF � � W RIDGESIDE ST � � ® v3 a I N s 8"ss $"SS SS 8" s MM� Q� s"ss 8SS —s"ss 8"ss s co _ 0I -7n Qo W s rn 12 •' O Nco 22 m — -- � V A — — Q / — I BLOCK 11 I 1 LLJ !^ / — f V I 10C Z a / 1 20C I 19 i 18 i ,I 17C cn 9 LF i 3 16 I 15 I ❑ I ❑ a z � c 14 13 12 / �— ❑ !^ ^ z 9 71 LF 24C 21 _ I s V 1 L.L 14 13 12 • 2 Ll 1 �-�--� V 2Cn 0 66 LF 4 34 ( 6"PI 6"PI 6"PI 6"PI CD 12 711F 4 PI "PI- "PI a al —555LF 4"PI 4"pl C CD6 13 10 8 7 --------------- SAFFORD LATERAL (NMID) _ _ DATE: SCALE: Q TOP TOP TOP TOP TOP Tpp 03�06�2026 1" = 50'TOP TOP OP TOP TOP TOP TOP TOP TOP — — TOP TOP TOP I TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP— DESIGN: DRAWN: I j O I ALH PDL O JOB NO.: LFILE NAME: FUTURE PHASE 8066 66-DS-S-PIRR-PH03 I REF.N 0.: C7. 17 c� w NOES 33 OF 35 z O F W AURA DR o r.0 r z I I L2 + N Q — — O z x / DAYSPRING / / I SUBDIVISION NO. 2 I L2 01 FEET 50 0 25 50 100 ( V J 1 1 I ==1 � Z I GRAPHIC SCALE Z -- - — _ — 1 inch = 50 ft. Horizontal Z -_-= c0 a Z co ❑ ❑ 22 W L2 9 I I I I LIGHTING KEYNOTES T FUTURE PHASE -2 L1 TYPE 2 STREET LIGHT WITH IES TYPE II LUMINAIRES Z v a) m PER CITY OF MERIDIAN SPECIFICATIONS. } 2: O ❑ I - - - - - - I W - • N EXISTING STREET LIGHT. > 0 � O , 8 I ❑4 ❑5 i 21 - - U �. O — — I ❑ Z Ln Z w -51 6c a BLOCK 11 ❑ 3 M 0 O BLOCK 12 Z M 7 I ❑ ❑, I W Z - - - - o - - I ❑❑ W ❑ z < 6 ❑ Q u I m o 0 u Q L — I I i 9 — cn - - _ _ Cif Z - - L1 I TRICIAS CROSSING BLOCK 14 m I BLOCK 13 Z I I _ _ ❑ SUBDIVISION I Q I 2 � 5 0 ❑ 3 1 z I 0:: w z m o If m - - Of 3 14 ❑ I I I Z 9 I I 0 I 17 ❑6 Q I m 14 13 10 I I U Z �AD w N CD I � a CD Q 6 D I CD N o r ❑ 2 Of FUTURE PHASE u CD N — — W BELLE MEAD DR I — — _ _ I ❑7 - - I � — —0 5C I 12 13 I 15 I O Q L1 L1 z - - Q z oz 23 w I O c _ \ W RIDGESIDE ST ❑8 z p Q � 22 L1 m Q I I BLOCK 11 Lh- 9 I 0C �-i / I - - 2oc i 8 i 77c i 6 I 5 I ❑ W z z 4 3 2 I I I I 11 CD z 24c 21 I I 0 L1 U W w w 0 CD w CD z SAFFORD LATERAL (NMID) --------------------------------------------- ----------------- -- TOP ---------------------- ---------------TOP TOP TOP TOP TOP DATE: SCALE: TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP Tpp 03/06/2026]1 1" = 50'� TOP I TOP —TOP TOP TOP TOP TOP TOP TOP TOP Top TOP— DESIGN: JDRAWN: CD CD I I O i ALH ALH 0 JOB NO.: FILE NAME: FUTURE PHASE 8066 66-DS-S-LIGHT-PH REF. C 8■ c� (NO.: V w LL NOES 34 OF 35 Z O F W AURA DR z Z o CD 0 x / DAYSPRM / Z / I SUBDIVISION NO. 2 I FEET J 50 0 25 50 100 ( V J 1 1 Z � \ I GRAPHIC SCALE Lu 1 inch = 50 ft. Horizontal Z N W o ❑ ❑ I 22 SIGNAGE NOTES — • c 9 I I I 1. PRIOR TO INSTALLATION OF SIGNS, CONTACT ACHD INSPECTION TO FUTURE PHASE I COORDINATE ALL SIGN LOCATIONS. n - 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND I Z 6 a) ❑ I - - _ _ I ❑3 OBTAIN A RIGHT DE WAY PERMIT PRIOR TO SIGN INSTALLATION. u W s 2: 0 8 _ _ 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD ' 0 \ I vi STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGNPOSTS, VINYL c 00 p ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND ' N 11 APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE /�n N D + 04 MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. (�V J`1/I 0 F 8 I 4 ❑5 I C 21 V)CUSTOM MODIFICATIONS OF STREET SIGNS AND HARDWARE IS • O 0 - - PROHIBITED. U N S5 I 4, SIGN INSTALLATION SHALL BE IN CONFORMANCE WITH ISPWC SD-1130. Z Ln i S6 S5 S6 Z W I Z �D -CZ �� SIGNAGE KEYNOTES J �� 6C S1 STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04. /� n d BLOCK 11 S2 STREET NAME DESIGNATION SIGN PER ACHD TRAFFIC DETAILS TS-1109.04S5 S5 I (��❑I • M P2 MOUNTED OVER STOP SIGN R1-1 (30"x30"). V' O 4 0 7 6 S6 BLOCK 12 S6 S3 TYPE II TERMINUS BARRICADE WITH KICK PLATE AT END OF SIDEWALK ❑❑ Z M 1101 I ❑ ❑7 I O PER ISPWC SD-1132A (ACHD SUPPLEMENT). u W 20 I S4 TYPE III TERMINUS BARRICADE PER ISPWC SD-1132B (ACHD SUPPLEMENT) / I LLI - - WITH "THIS ROAD TO BE EXTENDED IN THE FUTURE" SIGN MOUNTED TO THE BARRICADE. ❑ W u I PEDESTRIAN CROSSING SIGN W11-2 (36"x36") MOUNTED OVER DIAGONAL z DOWNWARD POINTING ARROW WARNING PLAQUE W16-7P. < 6 ❑ ❑ S6 INSTALL OBJECT MARKER SIGN PER MUTCD OM-3R. Ln m o Q - - � _ I I i 9 Z _ _ _ _ STRIPING NOTES of z I I ¢ I ❑ O AS OROSS N O 1. STRIPING SHALL COMPLY WITH SECTION 1104 OF THE ISPWC AND THE BLOCK 14 m BLOCK 13 z I I I ❑ SUHD VSION ACHD SUPPLEMENTAL PROVISIONS. >_ I 12 r 2. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING, < I 5 ❑ I EVEN IF NOT SHOWN ON THE PLAN. z � STRIPING KEYNOTES 24" WIDE SOLID WHITE STOP BAR PER ACHD TRAFFIC STRIPE DETAIL 19 Z w OF STANDARD DRAWING TS-1112.03B. O m z P2 CROSSWALK MARKINGS PER ACHD TRAFFIC STRIPE DETAIL 18 OF Of 3 I 14 ❑ I I I STANDARD DRAWING TS-1112.03B. N I9 I I G 7 ❑ pr Q m 4 I 3 101 STOP - - W11-2 CD U Z - - S1 I }+ Q S2 - - - - I - - R1-1 `V S3 Q I Q — — I 16 CD o r I � W16-7P o N S4 P1 ( O ❑ LLI FUTURE PHASE ❑ s4 W BELLE MEAD DR I — — _ _ I 7 z P1 OM-3R 53 I I I I Q- I S2 - - 5C I 12 3 I 15 O I ` Q 0 z S1 23 S5 S1 S1 n 7 Z T_ 14C L—L LCD � � I \ P2 2 W RIDGESIDE ST ❑8 > Q — — — — — — m CD 22 S5 W m 00 ❑ — — 0 V Q / / I I BLOCK 11 I loc z 0_ Z I — — ❑ I 19 z w / 20C i 8 I 17C I 6 I 5 I 4 I 3 I 2 I I I � I I I I z 24C 21 I ❑ Q V) W o u U i ALd ~ W w Q S3 CO w �1/ CD4 S3 - - 0 z - w CD (� z -------------------------__—__ SAFFORD LATERAL (NMID) ---- o DATE: SCALE: 03/06/2026 1" = 50' i DESIGN: JDRAWN: j i ALH ALH 0 JOB NO.: IfFILE NAME: FUTURE PHASE 8066 66-DS-S-SIGN-PHO REF. C9 1 c� NO.: ..JJ _j w LL NOES 35 OF 35