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HomeMy WebLinkAboutPre-Plat vz PRELIMINARY PLAT FOR N a im 71 cMILLAN RD U)) •�'� 'yiJ/ a1 z n o U Rv U J m usnar w 4C T�; c 6C I > DAYSPRING SUBDIVISION 8 9 10 12 13 9� I ff BLO�K 01 �-N C ; PROPERTY LOCATED IN A PORTION OF SECA TM , R1W., B.M., ADA COUNTY, IDAHO P OJ C m 3 2 LOCATION f o m 7 6 15 4 I � \ W F U Z o W MCMURTREY ST BLOCK b6 m 13C C C 41 10 3 2 10 \ C—G z rw • 38 7a ' 9 9 \ ZONING DAYSPRING GENERAL NOTES & W 37 s BLOCK 02 8 g Q z 36 5 1C 1. SANITARY SEWER: TO BE SERVED BY AN EXTENSION OF MERIDIAN CITY SEWER SYSTEM. m m < m F f� 34 3 o W 6 a 6 POD 2.DOMESTIC WATER: TO BE PROVIDED BY EXTENSION OF MERIDIAN WATER SYSTEM. z �j 33 2 �z 2345 6 7 89 < } 5 92 � O 32 C ALLEY PUBLIC Z 4 4 ��� 3 SYSTEM, OWNED AND ILL BE MAINTAINED�BYD TO NM ID. ACH LOT,THE PRESSUITH A NEW PRESSURE RE IRRIGATION SYSTEM IRRIGATION WIILLSERVEP ALL VICINITY MAP nn ; 0 >_ BLOCK 18 a 8C Z PHASES OF THIS SUBDIVISION, IN ACCORDANCE WITH IDAHO CODE 31 - 3805(1)(b). THIS �/U ';' 31 > 17 B 0 3 3 3 \�� N.T.S x 30 16 2 3 4 5 6 7 8 9 111 C 2 C \J SUBDIVISION FALLS WITHIN THE NAMPA-MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE �i7 29 5 SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. CJ z N $ 13 w BowMILLs DR 1C \\ 4.STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. THE STORM DRAINAGE SYSTEM O c;i 26 12 \ WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN AND CURRENT ADA COUNTY �S a O m 25 OCK 20 11 BF CK 17 12 8 HIGHWAY DISTRICT STANDARDS. 24 0 nr�n z 3 g 2 3 4 5 6 7C 8 9 0 it 3 7 \\ 5.UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITIES OR IRRIGATION u 21 g C m 6 BL CK 08 FACILITIES LOCATED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. w 9 5 a T N-R ALLEY PUBLI 5 1C \ 6.ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, n n n W 8 4 4 4 \ STREET LIGHTS, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY I""I z 17 3 1c 2 3 a 5 6 7 8 9C 10 11 12 13 5 3 \ PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED 6 C z BF CK 16 1 2 \ DRIVEWAYS AND WALKWAYS TO EACH LOT. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A FIVE 15C � — � � W FAIRBOROUGH DR \ (5) FOOT PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE 4 \ WHICH IS NOT ADJACENT TO A PUBLIC STREET, AND OVER THE TEN (10) FEET ADJACENT TO ANY SHEET INDEX o 0 RUT \ REAR LOT LINE OR SUBDIVISION BOUNDARY. co 13 0 12 2 3 4 5C 6 7 8 9 10 23 ZONING \ 7.THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH APPLICABLE MERIDIAN ZONING OPEN SPACE SUMMARY 1 OF 19 PP-1.1 PRELIMINARY PLAT COVER SHEET ~ 9 13 BF CK 21 - 22 \ R-8 AND BUILDING ORDINANCES. - 2 OF 19 PP-1.2 PRELIMINARY PLAT PHASING PLAN O co o 12 ALLEY PRIVATE 21 \ QUALIFIED OPEN SPACE AREA* (22.91%) 31.72 ACRES 3 OF 19 PP-2.1 NATURAL FEATURES MAP 00 8 4 20 \ ZON NG 8.SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE REFERENCE FIRM 4 OF 19 PP-3.1 PRELIMINARY PLAT �o PANEL 16001CO139J, DATED, JUNE 19, 2020. 15% REQUIREMENT* 20.77 ACRES w= ' < 9 \ 5 OF 19 PP-3.2 PRELIMINARY PLAT Q 7 15 9 10 11 12 13 1I4 15 16 8 \ 9.DIRECT LOT ACCESS TO W. USTICK ROAD OR THE FUTURE McDERMOTT BYPASS IS PROHIBITED. 6 OF 19 PP-3.3 PRELIMINARY PLAT 9900 QU"S OPEN SPACE/COMIMION LOTS 6—m 10 � 7 \ 10. SEE SHEET 2 OF 19 FOR PROPOSED STREET SECTION DETAILS. 7 OF 19 PP-4.1 PRELIMINARY ENGINEERING PLAN Q z oI S BLOCK 19 6C USTICK ROAD BUFFER (50%) 0.28 ACRES 8 OF 19 PP-4.2 PRELIMINARY ENGINEERING PLAN p g°,° g BLOCK 09 11. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE 9 OF 19 PP-4.3 PRELIMINARY ENGINEERING PLAN 0 ES rn Z 5 16 3 8 2 BF CK 10 WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. RESIDENTIAL COLLECTOR BUFFERS 4.02 ACRES of ao — 1 2C 10 OF 19 PP-5.1 PRELIMINARY SANITARY SEWER PROFILES z w o 2 3 4 5 6 7 8 g 0 8 4 17 BLOCK 07 > 11 12. LOTS 2-13, BLOCK 1 AND LOTS 12 & 13, BLOCK 2 ARE DESIGNATED AS RETAIL/OFFICE LOTS. 11 OF 19 PP-5.2 PRELIMINARY SANITARY SEWER PROFILES = 7 3 1C LOCAL STREET BUFFER 5.43 ACRES 7 Z 1C 13. LOT 1C, BLOCK 7 AND LOT 1C, BLOCK 33 ARE POOL FACILITY/AMENITY LOTS, TO BE OWNED AND 12 OF 19 PP-5.3 PRELIMINARY SANITARY SEWER PROFILES o 0 3 18 6 y w cRossRIDGE ST 3 MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. CENTRAL COMMON AREAS 3.60 ACRES 13 OF 19 PP-5.4 PRELIMINARY SANITARY SEWER PROFILES 14 OF 19 PP-5.5 PRELIMINARY SANITARY SEWER PROFILES 6 2 19 5 1 13 i 4 14. LOTS 1C & 14C, BLOCK 1; LOT 1C, BLOCK 2; LOTS 1C & 12C, BLOCK 3; LOTS 1C & 11C, BLOCK PARKS PEDESTRIAN PATHWAYS END BLOCK BUFFERS 12.95 ACRES y / / 15 OF 19 PP-5.6 PRELIMINARY SANITARY SEWER PROFILES 5 C 4 5 6 7 8 9 10 11 12 % 4; LOT 1C, BLOCK 5; LOTS 1C & 6C, BLOCK 6; LOT 1C, BLOCK 7; LOT 1C, BLOCK 8; LOT 1C, z '4 � 16 OF 19 PP-5.7 PRELIMINARY SANITARY SEWER PROFILES 9 15C BLOCK 9; LOTS 1C, 12C & 15C; BLOCK 10; LOTS 1C, 9C, & 52C BLOCK 11; LOTS 1C, 9C 3C, DOG PARK & PARK AND RIDE LOT 1.29 ACRES W DUMONT ST 4 34 9 \ 17 OF 19 PP-5.8 PRELIMINARY SANITARY SEWER PROFILES � Q Q Q m Q BLOCK 15 BLOCK 12; LOT 1C, BLOCK 13; LOT 1C, BLOCK 14; LOTS 1C & 13C, BLOCK 15; LOTS 1C, 9C & 4 15C, BLOCK 16; LOTS 1C, 7C & 13C, BLOCK 17; LOTS 1C & 15C, BLOCK 18; LOTS 1C, 6C & 11C, SAFFORD LOTS 4.01 ACRES 18 OF 19 PP-5.9 PRELIMINARY SANITARY SEWER PROFILES o 3 BLOCK 14 1C 1�C 19 OF 19 PP-5.10 PRELIMINARY SANITARY SEWER PROFILES BLOCK 8 3 2 2 r, 1C 11 � 3 20 19 18 17 16 15 14 � BLOCK 19; LOTS 1C & 18C, BLOCK 20; LOTS 1C, 5C & 11C, BLOCK 21; LOT 1C, BLOCK 22; LOTS SKY PILOT DRAIN LOT 0.14 ACRES 1C, 4C & 7C, BLOCK 23; LOTS 1C, 5C & 14C, BLOCK 24; LOT 1C, BLOCK 25; LOTS 1C & 11C, R-4 BLOCK 26; LOT 1C, BLOCK 27; LOTS 1C & 13C, BLOCK 28; LOTS 1C, 29C & 36C, BLOCK 29; LOTS *OPEN SPACE CALCULATIONS EXCLUDE COMMERCIAL LOT AREA(4.62 AC) C BLOCK 34 37 2 W AURA DR r 52C ZONING 1C, 6C & 12C, BLOCK 30; LOT 1C, BLOCK 31; LOTS 1C AND 12C, BLOCK 32; LOT 1C, BLOCK 33; W DEERING DR ' ► 1C LOT 1C, BLOCK 34, AND LOTS 1C, 3C & 10C, BLOCK 35; LOTS 5C, 8C & 21C, BLOCK 36 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR 36c � , 9 9 2 4 51 ITS ASSIGNS. BUILDING SETBACKS < TS LOCK 6 LOT LOCK RE N LOTS TH A ANKET EASEMENT 32 33 34 35 6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 , 8 8 10 11 15 \ 15. 5THE0 SKYCPIBLOT DRAIN NADND LOT21CBBLOCK1011AANDCOLOT01C, BLOCK I29 ARE COMMONLOTS WITHOA LAND USE SUMMARY C—N ZONE SETBACKS BLOCK 11 Z 1 50 BLANKET EASEMENT FOR THE SAFFORD LATERAL, UNDER JURISDICTION OF NAMPA-MERIDIAN W CARMIN CT T N-R ALLEY PUBUc 23 IRRIGATION DISTRICT (NMID) AND SHALL BE OWNED AND MAINTAINED BY THE SUBDIVISION OVERALL PROJECT DATA FRONT SETBACK 0 FT ' 7 0 6 HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. o 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ~ TOTAL SITE AREA 143.09 ACRES REAR SETBACK 0 FT 31 30 9C 16. LOT 4C, BLOCK 11 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 2 & 3, BLOCK 11. 6 6 12 '< 8 > 49 LOT 29C, BLOCK 11 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 27 & 28, BLOCK 11. INTERIOR SIDE SETBACK 0 FT v 29C TOTAL LOTS 609 N BLOCK 29 3 3 7 3 LOT 43C, BLOCK 11 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 44 & 45, BLOCK 11. 1C a 5 <�+ 5 3 7 BLOCK 12 ' z LOT 16C, BLOCK 29 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 17-19, BLOCK 29. RESIDENTIAL LOTS 517 STREET LANDSCAPE BUFFERS o BLOCK 3 Z 18 Q LOT 24C, BLOCK 29 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 25 & 26, BLOCK 29. < _ m LOT 15C, BLOCK 36 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 13 & 14, BLOCK 36. COMMERCIAL LOTS 14 LOCAL 10 FT 25 26 27 28Ll 0 9 8 7 6 5 4 4 m 48 w Z 4 4 6 9 = 0 THE SHARED DRIVEWAY LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS COMMON AREA LOTS 72 COLLECTOR 20 FT `mil ASSOCIATION OR ITS ASSIGNS. CD 24C W EVENTIDE ST 3 Z 3 3 15 5 COMMON DRIVE LOTS 6 ARTERIAL 25 FT a 23 20 47 LEGEND w � � � 2 2 2 16 4 RESIDENTIAL LOT AREA (54.28%) 77.67 ACRES ENTRYWAY CORRIDOR 35 FT > w w w m 13 14 15 16 17 18 19 20 21 a w 22 < BOCK 3 SEASON'S PARK PROPERTY BOUNDARY LINE R-4 COMMERCIAL LOT AREA (3.23%) 4.62 ACRES LANDSCAPE BUFFER TO RESIDENTIAL USES 20 FT r o 0 0 21 S 2 6C R_g W BELLE MEAD DR BLOCK 13 7 3 21 Q EXISTING LOT LINE 28.64 ACRES MAX. BUILDING HEIGHT 35 FT } r r Uj W 1C 46 COMMON LOT AREA (20.02%) Z 0 9 8 7 5 4 3 2 - - EXISTING EASEMENT LINE a s 20 8 2 22 X EXISTING BARB WIRE FENCE LINE COMMON DRIVE LOT AREA 0.18% 2 = ( ) 0.26 ACRES R-4 ZONE SETBACKS o 0 0 0 0 19 33 = IRR EXISTING IRRIGATION RIGHT OF WAY AREA 22.29% ~ w RIDGESIDE ST W PoDGESIDE ST 45L ( ) 31.91 ACRES MINIMUM PROPERTY SIZE/DWELLING UNIT 8,000 SF Q N 3 EXISTING POWER LINE 18 16 BLOCK 11 WR/D6E.0FST P RESIDENTIAL GROSS DENSITY* 3.73 DU/ACRE MINIMUM STREET FRONTAGE 60 FT o 0 o N 15 14 13 12 11 0 9 8 7 6 ss EXISTING SANITARY SEWER LINE oN 5 34 35 36 37 38 39 40 41 42 3 RESIDENTIAL NET DENSITY 6.66 DU ACRE n N w 17 4 44 T EXISTING CABLE TV PER UTILITY MAP / REAR SETBACK 15 FT bj N BLOCK 29 1C 5 FT W EXISTING WATER LINE MINIMUM RESIDENTIAL LOT SIZE 1,800 SF N MERIDIAN CITY LIMITS EP INTERIOR I SETBACK - C EXISTING EDGE OF PAVEMENT AVERAGE RESIDENTIAL LOT SIZE 6,544 SF Ec STREET SETBACK TO FRONT LOADED GARAGE EXISTING EDGE OF GRAVEL E MAXIMUM RESIDENTIAL LOT SIZE 20,064 SF BLOCK 25 1C SD EXISTING STORM PIPE LOCAL 20 FT = 28 27 26 25 24 23 22 21 20 19 18 17 6 3 2 2 3 4 5 6 7 EXISTING ZONE RUT N — — PROPOSED LOT LINE STREET SETBACK TO LIVING AREA AND/OR SIDE LOADED GARAGE VJ I I 29c W CLASSIC DR 47 PROPOSED RIGHT-OF-WAY C-N 7.40 AC LOCAL 5 FT W O J w CLASSIC DR PROPOSED ROAD CENTERLINE PROPOSED ZONES R-4 32.65 AC = _ 1 30 TN$R 25.29 AC R-8 ZONE SETBACKS (n 77.75 AC Z o 2 3 5 6 2 22 14 PROPOSED 3" ROLLED CURB O — 31 5 6 7 8 12 13 PROPOSED 6" VERTICAL CURB & GUTTER *EXCLUDES COMMERCIAL LOT AREA (4.62 AC.) MINIMUM PROPERTY SIZE/DWELLING UNIT 4,000 SF _ CD C 3 21 BLOCK 11 < 32 BLOC 23 5 1 PROPOSED 6" VERTICAL CURB (NOT GUTTER) MINIMUM STREET FRONTAGE 40 FT L1J Z 11 0 9 8 * < BLOCK 26 PROPOSED 5' SIDEWALK 4 SC 14 WITH ALLEY LOADED GARAGE, SIDE ENTRY GARAGE 32 FT > >_ O 3 2 11 10 z 10 9 w QVARIfS sr s 8"ss PROPOSED 8" SANITARY SEWER O O > W CHARLES DR BLOCK 24 20 a 1o"ss PROPOSED 10" SANITARY SEWER FRONT SETBACK TO GARAGE o I I W CHARLES DR W PROPOSED POTABLE WATER DEVELOPER PLANNER LOCAL 20 FT U m Q < 7 22 21 20 9 6 9 10 8 12"W PROPOSED 12" POTABLE WATER TOLL SOUTHWEST LLC ENGINEERING SOLUTIONS LLP ALLEY 5 FT o I RUT I CD a 4 7 18 � MARTIN TAYLOR BECKY McKAY V ZONING 3 17 16 15 9 11 GI PROPOSED GRAVITY IRRIGATION 6 < 9 7 C 3103 W. SHERYL DRIVE, SUITE 100 1029 N. ROSARIO STREET, SUITE 100 FRONT SETBACK TO LIVING AREA/SIDE ENTRY GARAGE Q � BLOCK 27 18 8 /� C J PI PROPOSED PRESSURE IRRIGATION MERIDIAN, IDAHO 83642 � pD o < En R-$ R-4 r MERIDIAN, IDAHO 83642 8 ~ beck @en sol.or LOCAL 10 FT \J Z 5 m 1C o� 2 6 EP PROPOSED EDGE OF PAVEMENT mtoyor1@tollbrothers.com Ym 9 9 7 g z = PHONE: 208 938-0980 Z Q C Z 2 3 0 11 12 3 PHONE: 208 713-3847 ( ) ALLEY 5 FT o sD PROPOSED STORM PIPE ( ) —/ 4 4 6 a 7 3 0 5 w COMMON BUILDING WALL/0-LOT LINE L.L � � / INTERIOR SIDE SETBACK 5 FT � � � 1 1 3 5 5 W RAVENSCROFT DR o � IN IN � PROPOSED PHASE BOUNDARY ENGINEER SURVEYOR REAR SETBACK 12 FT cn 6 14 ff RAWAISY�B6I7 Sr Z I I 4 PROPOSED SEEPAGE BED cn 6 4 ESE CONSULTANTS, INC. LAND SOLUTIONS TN-R ZONE SETBACKS z 2 BLOCK 33 �`� 7 13 7 9 Z 5 15 R-4 ® PROPOSED SAND AND GREASE TRAP JUSTIN BOZOVICH, P.E. CLINT HANSEN, P.L.S Z W SAINT GARDENS ST 1C y lip 8 BLOCK 36 3 ZONING PROPOSED STORM MANHOLE 3103 W. SHERYL DRIVE, SUITE 100 231 E 5" STREET, SUITE A STREET SETBACK TO GARAGE � 0 � < 6 10 ® PROPOSED STORM CATCH BASIN MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 j 9 4 6 2 jbozovich@eseconsultants.com Chan sen@landsolutions.biz LOCAL STREET ACCESSED PROPERTIES 20 FT J d Ld II W 5C ® PROPOSED GRAVITY IRRIGATION BOX PHONE: (208) 955-6555 PHONE: (208) 288-2040 STREET SETBACK TO LIVING AREA UJI CD 2 0 3C QI PROPOSED GRAVITY IRRIGATION MANHOLE z 2 3 4 5 6 Z 4 11 W TOURNAMENT DR At LOCAL STREET ACCESSED PROPERTIES (MEASURED FROM BACK OF WALK) 8 FT 1 1 3 12 2 17 PROPOSED FIRE HYDRANT OWNER OF RECORD ALLEY ACCESSED PROPERTIES (MEASURED FROM ALLEY R-O-W) 8 FT z 1 1 3 2 Q PROPOSED SANITARY MANHOLE C W AVENDEL DR 3 C 20 MFRE RIVER JORDAN MINK RANCH N AVELLINO WAY STREET NAME NORTH SLCC INTERIOR SIDE SETBACK W AVENDEL DR z N 14 2 PROPOSED STREET LIGHT P.O. BOX 37 ATTACHED 0 FT 4 13 5 6 7 8 9 10 5 2 ® TEST PIT/MONITORING WELL LEHI, UTAH 84043-0037 DATE: SCALE: 11 15 16 17 16 17 18 19 DETACHED 3 FT 04 18 2025 AS SHOWN MAILBOX 4 REAR SETBACK DESIGN: DRAWN: BLOCK 32 JEB MGF CD - - RUT SIGN ALLEY ACCESSED PROPERTIES 5 FT BLOCK 4 BLOCK NUMBER 0 ZONING JOB NO.: FILE NAME: z 10 SINGLE-FAMILY LOT NUMBER LOCAL STREET ACCESSED PROPERTIES 12 FT 0 15C COMMON LOT NUMBER 8066 066-DS-S-COVER-P PROPOSED ZONING PLAN MONUMENTS STREET SIDE SETBACK 5 FT NEOF ■ pp—1 1 MENOMINEE IN IN MENOMINEE SCALE: 1"=200' PROPOSED ZONING BOUNDARY � — — — — — — — — EXISTING CITY LIMITS NO.: 1 OF 2-1 i vZ 0 (� U N 10 10 � 70 oc O by O w 2.0% 2.0 0 o 0 m w usnar Ra —y f— / �` l j CV �v Li U 00-1 3 } RIBBON CURB PHASE 1 ALLEY ASPHALT PAVEMENT o I Z A TYPICAL SECTION I N.T.s. A a Q I r m W MCMURTREY ST Z W f rw 0 �` W PHASE 9 z ` Q ? J 47 NOW W " 8' 8' Z f Z a a 'LANDSCAPE 33 LANDSCAPE' � `�i i Z r 5' STRIP I STRIP 5' 0 > 16.5' 16.5' SIDEWALK SIDEWALK A a UALLEYPUBLIC I /yam X 1' T 2' � ASPHALT PAVEMENT � 2' T 1' �] c� W I \ 1.75% r� r 2y — A 2 a W BOWMILLS OR W f � ROLLED CURB J� � � LOCAL RESIDENTIAL - 47 RIGHT-OF-WAY AND GUTTER W U 0 c ALLEY PUBLIG B TYPICAL SECTION z PHASE 4 O W FAIRBOROUGH R .1 �I bj.4 to o 68 ROW > \ I I I PC 0 L� Of o PHASE 5 ALLEY PRIVATE I \ LANDSCAPE LANDSCAPE oz 5' STRIP 12' LANDSCAPE O o c 16.5' 16.5' STRIP 5' m } PHASE 7 I SIDEWALK I MEDIAN I SIDEWALK z 3 I ASPHALT PAVEMENT I 7' 2' VERTICAL 2' 7' O Z a iy 2.0% CURB 2-y 1.75% 2 :ff 1'r r ca Lu N rjw r r (D C 3 t o w y W CROSSRIDGE ST VERTICAL CURB m AND GUTTER Z L=Lj I2 \ RESIDENTIAL W/MEDIAN - 68 RIGHT-OF-WAY Q Q a m Q W DUMONT ST PHASE 2 y � ` TYPICAL SECTION 9 y N.T.S. W AURA DR o r W DEERING DR 4T ROW 8' 1 8' TTT1LANDSCAPE 33' LANDSCAPE' Z 0' I STRIP I STRIP I 0' 16.5' 16.5' z W CARMIN CT ALLEY PUBLIC PATHWAY PATHWAY O 7' 2' ASPHALT PAVEMENT 2' 7' 1' PHASE 12 ( 1.75% 1.75% 2.0% 2-~ w 3 E w , Z VERTICAL CURB = m COLLECTOR - 47 RIGHT-OF-WAY AND GUTTER Z Z 0 TYPICAL SECTIONCD W EVENTIDE ST PHASE 3 N.T.S. W z z z m > w w w 0O Q 0 0 r o 0 0 � U U U U U 11j W } r } W a W BELLE MEAD DR PHASE 10 W o 0 o 0 0 0 o w N N N N N z I = 68' ROW o 0 0o a o Q N = I 8' � o 0 W RIDGESIDE ST 8 W RIDGESIDE ST o 0 0 o V — (LANDSCAPE I LANDSCAPE wsr 10' STRIP 21.0' 12 21.0' STRIP ip' bj ASPHALTPA PHASE 6 PATHWAY LANDSCAPE PATHWAY MEDIAN 1 7' 2' VEMENT VERTICAL CURB 2 7 1.7y r y 1.75% z N i�Aii�Ai o DRAINAGE SWALE J VERTICAL CURB _ I I W CLASSIC DR AND GUTTER z QQ W CLASSIC DR COLLECTOR W/MEDIAN — 68' RIGHT—OF—WAY 0 E TYPICAL SECTION Z PHASE 8 N.T.S. cn Q > o w c > R 0 w aulx�s sr = 0 M Q z W CHARLES DR W CHARLES DR Q o I I o I� 52 ROW IV Z ' 8' Q Q , 4,p '' 28.5' LANDSCAPE 1 co3 9s I 4.5' 8' 3' 10, 12' I 16.5' STRIP PATHWAY z Q NoP ASPHALT PAVEMENT 2' 7' 1' w � m � 1.75% �% 2.0%_� z a LL z j I I W RAVENSCROFT DR � o � (� wRAW76a?0Frsr MATCH EXISTING DRAINAGE SWALE z I I 4:1 MAX BORROW DITCHGRAVEL SHOULDER COLLECTOR — 52' RIGHT—OF—WAY VERTICAL CURB z Q ~ < �y AND GUTTER 0 TYPICAL SECTION W SAINT GARDENS ST PHASE � PHASE 13 N.T.S. J w 11 lop J NJ W z 11 w z W TOURNAMENT DR z I I u� W AVENDEL DR N Q W AVENDEL DR o DATE: SCALE: 04/18/2025 AS SHOWN oDRAWN: � — — — — — — FEET JEB MGF o — — 200 0 100 200 400 JOB NO.: FILE NAME: 0 8066 066-DS-S-COVER-P / GRAPHIC SCALE REF. PP-1 2 w PHASING PLAN 1 inch =200ft. Horizontal No.: - 2 19 � SCALE: 1`200' NOES OF vZ O fN U D ADJOINING PROPERTY OWNERS o �o w c� by 0 w O1 PARCEL SO433346710 19 PARCEL R8563110230 I I o N o m 0 0&W USTICKLRD 5A80L WUDD SSICODR SAP J HESS , z O v� �� Q O2 PARCEL SO433346650 20 PARCEL R8563110480 Q �d J&J HESS LLC TURNBERRY HOMEOWNERS ASSOCIATION INC. 21 22 23 24 25 26 27 28 29 30 35 ~o 33 0 W USTICK RD 0 W CLASSIC DR 19 I 32 ( O O3 PARCEL R8528150450 21 PARCEL R8563110490 µ „ TRICIAS SUBDIVISION HOA INC JOHN R WALLWORTH 18 — 20 — — — 50'41'34nW— 0 N DAYSIDE AVE 2323 N MONTGOMERY AVE 17 ——_ —�— — SAFFORD LATERAL (NMID)EE_1304.19 ����= —— / / /� F ® PARCEL R8528170310 22 PARCEL R8563110500 W CITY OF MERIDIAN BRENDA D BENGSTON rw 5300 W RIDGESIDE ST 2305 N MONTGOMERY AVE I �, � �I W ( \ � Z O5 PARCEL R8528170350 23 PARCEL R8563110510 I� I w — PARCEL S1204438650 TRICIAS SUBDIVISION HOA INC. JAMES L CHERRY 16oil oLL VITALY & OLGA ZHELNOVAKOV �= 0 W 0 N TRICIA WAY 2289 N W MONTGOMERY AVE �' I ? 1 5200 W. CHERRY LN. z 0 I © PARCEL R8528170290 24 PARCEL R8563110520 J 0 > BRAIN 0 GEE KRISTY WOODCOCK I - I — / I y 2643 N TRICIA WAY 2259 N MONTGOMERY AVE 15 i \ \ / II - x V' J O7 PARCEL R8528170280 25 PARCEL R8563110530 \ / N� O Z JOHN CHARLES WILLIAMS III MICHAEL E MARES 2581 N TRICIA WAY 2227 N MONTGOMERY AVE I w l n a O ® PARCEL R8528170270 26 PARCEL R8563110540 �I OGG FAMILY LIVING TRUST RYAN B HOWELL 1 I All unn W 2559 N TRICIA WAY 2203 N MONTGOMERY AVE ,i I� ' / I : n n n� Z O9 PARCEL R8528170260 27 PARCEL R8563110550 I 1 / I I u w LAFEVER FAMILY REVOCABLE TRUST BELINDA DANIELS 2523 N TRICIA WAY 2187 N MONTGOMERY AVE 10 PARCEL R8528170250 28 PARCEL R8563110560 WILLIS E BAKER SHIPMAN LIVING TRUSTCZ O o 2495 N TRICIA WAY 2161 N MONTGOMERY AVE �Qy \ I 00 11 PARCEL R8528170240 29 PARCEL R8563110570G o STEFFANIE SPIDEL MAY JAMES W BREDE \ \ PARCEL S1204120800 � M � 0 00.E LINDER ROAD CHURCH OF CHRIST INC. \ \ M N o 2467 N TRICIA WAY 2135 N MONTGOMERY AVE I I I \ r i N� 0 W. USTICK RD. ss 6 8 g 10 12 12 PAR00 BECCEL R8528170230 30 PARCELRMACKRE856311058 ERG 3 4 O O 7 O O O O O I II _ zl o Q o 2431 N TRICIA WAY 5176 W TOURNAMENT DR \ _9*25'11"W \ \ I C) 3.11' SO'11'53"W — I \ / — Q Q i / — — — — — — — / I PARCEL S1204438600 o- 13 PARCEL R8528170090 31 PARCEL R8563110660 1324.13' r — I \ \ THOMAS & EVELYN THIBAULT O o DANIEL & AMBER KOSKI LIVING TRUST TURNBERRY HOMEOWNERS ASSOCIATION INC. / ���5� I I EXISTING CONCRETE DITC�/ I I I 1 1 5322 W. CHERRY LN. Z w o 5375 W RIDGESIDE ST 0 W TOURNAMENT DR // i I \ \ I / II I \ / y / N � 14 PARCEL R8528170100 32 PARCEL R8563110650 O p SONJA DEKRUYF PATRICIA L SHANABERGER 5341 W RIDGESIDE ST 5175 W TOURNAMENT DR / / 15 — —PARCEL R8528170110 33 PARCEL R1170360440 z// / / / I al \ — _ _ _ DAWN-ANN SACHT BURLINGAME HOA INC. 5285 W RIDGESIDE ST 0 N OCONNER AVE Q Q Q m < / I 16 PARCEL R8528170120 34 PARCEL R1170360680 � TERRY L HARRIS BURLINGAME HOA INC. EASEMENTJ 5259 W RIDGESIDE ST 0 W WHITE ASH CT // // / FROM q I / 17 PARCEL R8528170130 35 PARCEL R1170360640 / MARK D OLSEN AMH DEVELOPMENT LLC / / + ' / 30' 5177 W RIDGESIDE ST 5138 W WHITE ASH CT / I I EASEMENT 1 � FROM � 18 TTURNBERARCEL RY 5 /HOMEOWNERS ASSOCIATION INC. // �O�P\� // o o; / / _ — — — �544— 0 W CLASSIC DR / S00 EXISTING CONCRETE DITCyI� I Q I \ \ \ / / o j I / LLJ / / I \ \ \ '/' N4.01'38"E o J I \ PARCEL SO43334711 D I PARCEL S1204120800 / // PARCEL S1204212470 TI II <i I I \ J&J HESS LLC LINDER ROAD CHURCH OF CHRISNC JARACH INVESTMENTS LLC / 0 W. USTICK RD. III 0 W. USTICK RD// // 3050 N. MORGAN GROVE LN. I \ \ \ I — — — — �3— / \ I I� I I 1 \ I o \ I I \ > w w OVERHEAD POWER LINES EXISTING TREES w m \ oo N �I PARCEL S1204347150 — / THOMAS & EVELYN THIBAULT r o 0 o r SUBDIVISION BOUNDARY \ { I \ \ ! ` 5322 W. CHERRY LN. N31'37'51"E w } } } w > a / 39 58' EXISTING TREES III I \ \ n 00 a w N O'56'45"E/ o� '229.4( / MORGAN GROVE LN NO'57'37"E �I . _� J I EXISTING CONCRETE �IT CH � EXISTING TREE' � \ I N N N0N N � N0 0 93 / N oN w I o � ono rn o a N — — — — N I /< � X 1 _ - N O I \ OVERHEAD POWER LINES \ — — II ' / / " I / OVERHEAD POWER LINES — I / I r' "' "' w X \ I 1273.76' 1 I NO'53'47"E _ I X EXISTI EXISTING CONCRETE DITCH G HOMES AND l �., 0 / OUT BU LDINGS TO BE REMOVED I IP PARCEL S1204314304 I O o I\ I`� OVERrEA\OWER LINES \ \ — `� \ I r PROPERTIES LP 0 N. M DERMOTT RD. I a z 1 1 — ��/___ - I I — o � I X (� z PARCEL SO433346600 J&J HESS LLC V EXISTING HOMES AND MO \ I I w 0 W. USTICK RD. o N O OUTBUILDINGS TO BE REMOVED Ln X p� ",I \ I I I III w co �' EXISTING TREES \ \ 1 � Q \ I IN O N O 1 \ I All Z ID °° - LIJ \ _ -' \ II CID L I III I PARCEL S1204314302 z Q E ISTING TREES I I \ JRL PROPERTIES LP w OVERHEAD POWER INES 0 N. McDERMOTT RD. tr � 25' PRESCRIPTIVE / I un PARCEL SO433346925 RIGHT-OF-WAY j CO CD /-CORY & RACHEL THACKER 5900 W. USTICK RD. I Q � o � / / I II z � 30' IDAHO POWER CU RIGHT-OF-WAY ( III Cn PARCEL S1204314400 z I L — 2701.52'I \ — \ — — — — — — — — — — I JRL PROPERTIES LP NO'49'28"E — — — ___— — — — — — — — _ — — — — — —_ — 0 N. McDERMOTT RD. n Q McDERMOTT BYPASS — II o DATE: SCALE: i Idl,, 04/18/2025 1" = 150' i ill i DESIGN: DRAWN: CD j PARCEL SO433336305 PARCEL S1204223155 PARCEL S1204233905 FEET JEB PDL EDWARD & SHARON WOOD JRL PROPERTIES LLC HEARTLAND TOWNHOMES PROPERTY MANAGEMENT LLC 1I 0 75 150 300 JOB NO.: FILE NAME: Q 6110 W. USTICK RD. 6295 W. USTICK RD. 0 N. McDERMOTT RD. 1 8066 066-DS-S-EXIST-P 0 Ln GRAPHIC SCALE REF. P P-2.1 w 1 inch =150ft. Horizontal NO.: i NOES 3 OF 19 o (� F- N U Q J O O 0 m N ,� w o Z ZONE RUT ZONE RUT ZONE RUT 0 --- --- --- m S89'19'04"E N � 1034.22' W US TICK RD U, - - - --824' - - - - -- ---�-\� --103 -\ f Z M - -- - 14C I L M 6C I M 0 � W 29,331 IF �\ 4,090 IF I \ > 136' 130' 146' 146' 149' 110 26' \ 122 I \ -3 4 W J 26' 34' 34' Z W W x � ® rn ❑9 0^, 10 -o^, 11 rn 12 � 13 � I I 3 13,060 IF I 12,519 IF I 14,191 IF I 14,271 IF I 14,548 IF I 10,830 IF I �I Q IM \\ I \ T „^ H , \ \ � Z � R J 1 136' 130' - - 146' - 146' - - - 149' - - 110' iC �' 1 ' \\ 5,628 M IF 1 } I I \ \ a BLOCK 01 < I \ \ LE: �`3.3 O W 16,537 IF 15,786 IF 17,799 IF 17,799 IF 18,043 IF 13,812 IF Z o `* W 136' 130' 146' ryo I I I \\ i` \\ - - - - - - _ _ _ 146' - 149' - 120' - 11 Lj ZONE RUT \ \ 0 142' 123' 293' 149' 170' 112' \ \ a O o o _ _ _ _ _ SHEET INDEX W MCMURTREY ST 1 \\ \\ NTS y E� 117' 60' 108' 108' 85' 106' oI BLOCK O6 I \ i \ O OMO oN Q ?� L 13C 1,800 IF" 2i ti� 2�, L ��' N 2�, I 90' ^ ❑ 90 ^ N i1C 3,858 IF n o 1 115' �i ^I 1C 1 I \\ \\ o N 41 2,250 IF N ' - - 61,550 IF N 10 2,250 IF N I I I o 13 12 115 n 10 3,788 IF M \ \ Q 40 1,800 IF N ❑g 1,800 IF N wQ 115' ��" Q C) 0 90' 0 90' o > 10,957 IF 10,957 IF II M 10 3,795 IF n 22' 47' \ "%�1 \ 6 rn of 9o, (n Z ao 39 1,800 IF ®1,800 IF NI m I - ❑3,7 M ❑9 3,788 IF 123' 123' I M 9 3,795 SF M _ _ O !L 38 1,800 IF n 90 n Q `i 115' I o \ ` \ Z W C' N N ❑7 2,250 IF N - - Ce g04 W 9o, I -1 BLOCK 02 - >_ 115' M ®3,788 IF M I J I "�' \ /�� \ N N 37 2,250 IF N 90' BLOCK 28 Z ❑ �v W ®3,795 IF - - I ��� ? \ �j \ O o Q 42' ❑ 2o' " ©2,250 IF iC I- 115' N_ o L 17,545 IF Q - - I I I \ \\ 36 2,250 IF N o 90 0 Q_ 115' M ❑7 3,788 IF uu N ❑5 1,800 IF N - - - 2 o Z n ❑7 3,795 90' o 0 47' 13' 25' 20' 20' 20' 25' 25' 20' 20' 20' 25' _ _ 35 35 1,800 IF N N ®1,800 SF N ^I 115' �1 115' 5 2 I \ \ M, BLOCK 05 23• 0 0 0 0 0 0 0 0 0 0 0 0 90' 0 9o, I o rn rn o m rn m rn rn rn rn I M BLOCK 04 M ©3,788 IF \ J J J m Q N 3a 1,800 IF N I ❑3 1,800 IF I 2 3 4 5 6 7 8 9 10 11 I M ©3,795 IF M 20' 115' 33 1,800I F N 90 Yn 2,2❑50 1,8❑00 1,8❑00 1,8❑00 2,2❑50 2,2❑50 1,8❑00 1,8❑00 1,8❑00 2,2❑50 I 115' M ❑5 3,788 IF 17,964 IF ❑ ❑2 2,250 SF N IF SF SF SF SF SF SF SF SF SF 13' 47' r 90' 90' M ❑5 3,795 IF M - - 1' i \\ i \\ ZONE C-C 32 2,250 IF � iC 1,487 SF "' o �d• �ro _ _ 115' 1 90' S5' 25' 20' 20' 20' 25' 25' 20' 20' 20' 25' 3,788 IF n �\ 1� I \ ` \ 123' b AL 293' o n ®3,795 IF MI I - - u BLOCK 18 - 55 2 0 25' 20' 20' 20' 20' 25' 25' 20' 20' 25' - _ M 115' M I \ \ LQ 18C 1,487 IF , /&. 115' M ❑3 3,788 IF M 4l' I I \ \ go' go, 13' BLOCK 03 I M ❑3 3,795 SF y� i7 [O iV O O O O O O 31 2,250 IF ^ N 17 2,250 IF 115' \ ?j, I41 iC ❑2 3 4 5 6 7 8 9 10 11 12C 115' M ❑2 3,788 IF 1d 0 90' o 0 90' ♦ T cMvl "� ❑2 3,795 IF "' N 30 1,800 IF N N 16 1,802 IF F;, 9821 2,675 2,19412,010Tt,874 1,810 2,250 2,250 1,800 1,800 2,250 1,000 M M 115' 3 90, IF IF I IF IF IF IF IF IF IF IF IF IF 7n 29 1,800 IF N 91 o w 4W iC 2,089 IF o ryp`� �i• 90' ❑ 15 1,842 SF N ❑ 106' \ 10 \ Z 0 90' o }~94' 9, 21 20' 1' 25' 25' 20' 20' 25' �" 86' 0' \ O \ O N 28 1,800 IF N 14 1,950 IF % o. s• ti1 10 I \ \ 0 90' o ~ 101' �`'13'10'1�' 152' 148' 25' 55 ti N 27 11800 IF N oN 13 2,137 SF �. 106_- - v R40o' I i O ❑ ��, � ?�' BLOCK 09 \ �9� \ LEGEND �13. ,9 W BOWMILLS DR I sa I \ \ w �n 90 '_ ;� 2p. rr2• z 32 cn N 26 2,250 IF N N N N m \ ❑ 12 3,071 SF e 6 23' 11' 33' 33' 33' 33' 33' 33' 33' 33' 33' 18' 15' S �o_ �`� 20' �if. \ PROPERTY BOUNDARY LINE 90' 129' �� 115' 1c \ J \ EXISTING LOT LINE 42' 25 2,250 IF N N ❑ BLOCK 20 ❑ 19,218 IF \ \ z ❑ 11 3,1�IF �L BLOCK 17 128 " ®3,795 SF M \ \ EXISTING EASEMENT LINE 90' o m 119' o - - 24 1,800 IF N �1 10 2,232 IF `�� IF 115' i \ - - PROPOSED LOT LINE ❑ ❑ _ I- I I I- I- I-_ I-_ I-_ I-_ I-_ I- I \ 9o, H ❑2 ❑3 ® ❑5 © 7C ® ❑9 10 11 12 ao M 7 3,795 IF a o to5' ti I� I� I^ I^ I^ I^ I� I^ �I 20' ❑ N 23 1,800 IF N N ❑9 2,010 SF o iC 1 3,836 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,862 - - PROPOSED RIGHT-OF-WAY y z z z ♦� ova SF IF IF IF IF IF IF IF IF IF SF - \ go' a ss' h 7,096 IF 20' 15 JI A \ d \ - - - PROPOSED ROAD CENTERLINE m a N 22 1,8o90SF N N ® 8�IF M ©3,795 IF w D�o ICI ^n v o o O 0 0 0 92' 0 2 �'� �o \ \ COMMON BUILDING WALL/0-LOT LINE Z " " " Z w N 21 1,800 IF N N N - - I w r r r w ❑ ❑7 1,810 IF 80, 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33, 5' \ O \ tts' i \ N AVEWNO WAY STREET NAME I 90' p _ ni i r ��}}� _ 511' _ _ _ Q Q oN 20 2,250 IF N 20' 6 2,250 IF Z* `' '-"') M ❑s 3,795 IF --, BLOCK 08 � � Ln LO � Z ❑ ♦ \ BLOCK 4 BLOCK NUMBER �, N N N N 14' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 3' 33' 33' 5' - - iC o 0 0 0 0 90' 13,477 IF \ \ \ \ Ld 9o, ti � „s' \ \ 10 SINGLE-FAMILY LOT NUMBER `4 C' 2,250 IF N N ❑5 2,250 IF 47' 29' o cD oo m o Q M 4 3,795 IF M \ \ cv BLOCK is 1sc ❑ a2' 47' 2z 15C COMMON LOT NUMBER \ 18 1,800 SF 0 90 0 2,138 - - \ \ o 0 0 0 N ❑ ®L800 SF w IF Zo 115' \ \ EXISTING CITY LIMITS \ 90' o o > 1� 2 I"' 3 1.) a I"' S I"' 6 I"' 7 I ' 8 I ' gC I"' 10 I"' „ I 12 I 13 I"' ,a 'I - - M 3 3,795 IF n r) cv oN 17 1,800 SF N I N ❑3 1,8009SF N �1 Q I�30 I�30 I^3a I� I� 1 3,795 3,795 30 1^3� 1^3� 1^3� 1�30 1�30 1�30 1�30^1 0 1 ❑ m \\ i` \\ Lj \ 90' 90' Z iC IF IF IF IF IF IF IF IF IF IF IF IF IF 20 115' NI 16 2,250 IF N ❑2 2,250 IF m 3,109 \ \ N 90' 90, IF 20' M ❑2 3,795 IF M \ \ iC is37 SFa 00 2, 115' \ \ BLOCK 18 27' � 1 II I w 13' 43' Z 14' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 10' 131' = 39,086 IF N '2•R4R ^ 81' 142' -- - 369' - - - 190, - i O 25 W FAIRBOROUGH DR I \\ \\ _ \ 185' 5' 33' 33' 33' 33' 33' 33' 33' 33' 33' 4' 126' \ \ J i 14 N LW 11C 4,087 IF �� 2 n�� ��' 0 6,388 IF 110' 110' 4T 20' 11C 115 \ \ Z o z _ _ N ❑BLOCK 21 1,922 M 23 3,795 IF M I i l T 10 ,'� 12 ,' bi IF 47' �I I- I- I-_ I-_ I- I- I- 1 I-_ I-_ I �I - - m \ i \ 6,050 IF 6,050 IF r - 2 3 4 ° 5C 6 7 8 9 "' 10 ° V) ^3,795 1^3,795 1 3,795 1 3,795 1 3,795 I^3,795 1^3,795 1^3,795 1^3,795 I I M I \ \ Q z iC IF IF IF IF IF IF IF IF SF 20' 22 3,795 IF M ZONE RUT 6,a21 IF i1o' i1o' 2075 IF 20 115' 1 I \ \ 0 \ 117' ❑9 13 } �i• 1� M �L J 21 3,795 IF M \ \ 0 Q 6,050 IF 6,050 IF Q 5' 33' 33' 33' 33' 33' 33' 33' 33' 33' 4' �1 12 Q - �' - 369' -ALLEY (PRIVATE) > 115' I \\ ii \\ Q 6,418 IF 110' 110 c 5' 33' 33' 33' 33' 33' 33' 33' 33' 33' 4' ❑ w ` M I V, 1 M 20 3,795 IF M _ _ _ _ I UNPLATTED \ \ 0 O � ® Z. 14 �� Q �� 1 �� 20 115' 41' 47 21' \ \ ^ 11T \ \ � C") 6,050 IF 6,050 IF 20' � J M \ ,,, 11 Z Z IM Q 19 3,795 IF M1 I ZONE RUT z !^ m 6,414 IF I-_ I-_ I-_ I-_ I-_ I-_ I-_ 1 1 - 110' 110' '^ 9 'n 10 it ' 12 ' 13 ' 14 15 16 ' 7 > ❑ ❑ ❑- ❑ ❑ ❑ ❑ ❑ 115' \� i� \\ I M I^ I� I� I I^ I^ I^ I� I� I IM 1s 3,795 IF Q - - 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 M ❑ M J 117' ❑7 � 15 -,moo I I^ IF IF IF IF IF IF IF SF N 115' � 1 6,050 IF 6,050 IF 47' 20' 19' 135' z \ \ ^ z lO 110' 110' o 17 3,795 IF M I Ld a_ _ \ \\ V� z (n 6,410 IF 33' 33' 33' 33' 33' 33' 33' 33, 15' � � � � ;n 120' S88'36'04"E I`� MATCHLINE 117 BLOCK 19 6C 7,593 IF 25' S5' S5' S5' S5' 8337 .19' S5' S5' Ss' S5' 102' 38' 61' SEE SHEET PP-3.2 zo - - - - I BLOCK 09 J� \ ❑ 110' 110' 115' h o iC ❑2 BLOCK 10 >' >���s \\ Q o 6,406 IF I ❑5 16 I �'� 1 SF18 9,047 IF 12C 8o F \ s a I- ❑ 1- ❑ 1- ❑ I- ❑ 1- ❑ I- ❑ I- ❑ I- ❑ I- ❑ 7 ❑ U- 6,050 IF 6,050 IF M ❑ / 22. M 7 p M M N N N „g' 6,325 IF \� y N 2 N 3 N 4 N 5 N 6 N 7 N 8 N 9 N 10 - 6,143 IF - - LLJ s' I^ I^ I� I� I� I^ I� I� I� z - - - - ,C 6,875 IF 6,848 IF 6,821 IF 6,795 IF 6,768 IF 6,743 IF 6,716 IF 6,692 IF 9,185 IF 7? w 110' 110' N89'25'11"W \ n ® 115' I --71' 3,455 IF r6' 3.1V \ 6,403 IF ® 17 I \ 1g , 11 10,842 IF - - 1 6,050 IF 6,050 IF E� �" BLOCK 07 8 v' 3 co. m \ z 116' 6,325 IF 10' 16' S5' 55'- 55' -55 55' L55' 55' 43' 12' - - - - ,C 2ti O 4? n z 110' 110' - - ❑ � 1/?� Q I 7,804 IF \ \ I\VI cn -,moo ❑7 Zn 115' 155,423 IF a o 43 _ _ 444' _ _ ¢T \ \ 6,399 IF C] 18 �� I ;9, R15°' W CROSSRIDGE ST es° >• /��� N \ DATE: SCALE: z 6,050 IF 6,050 IF Q ,a 04/18/2025 1" = 80' 6,325 IF �/ Qj 3' 20' 35' S5' S5' S5' S5' S5' S5' S5' 24' 3p' 7,464 IF I 110' 110' 13 / Z ��' ti, DESIGN: DRAWN: FEET JEB ALH 0 80 0 40 80 160 JOB NO.: FILE NAME: Q 8066 066-DS-S-PLAT-Pi i cn GRAPHIC SCALE REF. PP-3-1 1 inch = 80 ft. Horizontal NO.: (� NOES 4 OF 19 o b F- N_ o,uou ar o,u�uar eo I= LEI I� LEI I� 14I I� LJ I� L°II I� L I LyI I-IL�I�I oo I 115' ' I'i \ \ D iC 3,795 3,795 3,795 ^3,795 3,795 3,795 3,795 ^3,795 ^3,795^ I M 22 3,795 IF 6,421 IF 110' 110' SF SF SF IF SF SF SF SF SF ❑ oyb J�o > IF 115' 117' u) g Tn "u 2,- ^ Mi \ \ 0 0) O � w ❑ 13 u� Z LLJ n 21 3,795 IF M o I \ J m 6,050 SF 6,050 SF 55 33' 33' 33' 33' 33' 33' 33' 33' 33' 4' 1_ NI 12 _ 3s9' -ALLEY (PRIVATE) - > its I I \ i` 5° \ _ C14 c� �,; z 6,418 IF 110' 110' " M N I \ \\ SAP ��Z wQ 5' 33' 33' 33' 33' 33' 33' 33' 33' 33' 4' CL 20 3,795 SF M 117' ❑8 u) 1 a❑ W 115' \ \ o 0 `ti �• 6,050 SF 6,050 SF I J M 19 3,795 IF M1 I I I UNP❑❑EU F��� \ PP-31 6,4114 IF 110' 110' I ❑g I 10 I n 11 �I Itn 12 1 n 13 1 n 14 lu' 15 I n 16 �I 115' M _ _ 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 n 18 3,795 SF 117' 7 'S I SF IF SF SF SF SF SF SF IL 115' I I Z O N E R U T MATCHLINE I 6,05o IF 6,05o SF I 35' SEE SHEET PP-3.1 0 o' 110' 1 n 3,795 SF z 6,410 SF 33' 33' 33' 33' 33' 33' 33' 33' 115' S8836'04"E \ ❑ f 120' 25' 55' 55' 55' 55' 833.19' 55' 55' 55' 55' 102' 38' 61' \ Z W 117' M BLOCK 19 6C 7,593 IF N - - - - i BLOCK 09 J�� \ Z 110' 110' ❑g 47' 115' 0 1C ' ❑2 47 BLOCK 10 6>, �� �� 9s \ -32 W 6,406 SF a 6 I I2 19,218 9,047 SF .1 0- _ _ SF a I- I- I- I- I I I- I- 12c \ Z 6,050 SF 6,050 IF > ' N 2 N 3 N 4 N 5 N 6 N 7 N 8 N 9 I N 10 6,143 IF - - - ❑❑ 116' 6,32❑5 SF �. 1 K - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N ❑ /, O _ _ _ _ �7qL 11 C 1^ 6,875 SF I 6,848 IF 1^ 6,821 SF I 6,795 IF 1� 6,768 IF 1� 6,743 IF 1 6,716 SF I^ 6,692 SF 1� 9,185 SF /a > _ N89'25'11"W ❑ -Q 110' - - 0' } - - �112' 3,455 IF rs• C ii ® Q 115' I N Z' 11 3� y al 6,403 SF Q n 7n n �' ti tit ^ / ���\ ^ J CO n ® n 17 lg 10,842 SF �/ f��/ _ _ O 6,050 SF 6,050 SF ❑7 \, 'o- �� °O Z U 6,325 SF BLOCK 07 10' 16' 55' 55' 55' 55_ 55' L 55' 55' 43' 12' Z f/1 10 116' Z 110' 110' Q - - 1C / I \2� y�� - - - 42 7,804 IF sA l� \\ ❑ Z V ❑7 n 115' 155,423 SF a' b O❑ - - 444' - _ 4T \ < a 6,399 IF R150' � Rio' / N \ �� P -3.3 ❑J . O W ❑ ❑ I �ls' ' W CROSSRIDGE ST 8S, yam\ z _ _ 6,050 SF 6,050 SF I © / n n n Ix 116' 47 6,325 IF CENTRAL `O I �/ � 3 20' 35' 55' 55' 55' 55' 55' 55' 55' 24' 32' u 14 I��I W L1 7,464 IF 4i m I 110' 110, _ _ AMENITY Q, I 13 �Q ��' �,tii �� Z © u) 115' 10,648 SF = j LL Z 6,395 IF ❑2 ;(, 19 6,050 SF ' 6,050 SF ' ❑ ?s- 1 I- I- I- I- I- I- 1- 1- 5 1 1 E l E l © o ❑7 ® ❑9 0 0 11 0 12 01 \ \ i1fi' 6,617 IF I^ I^ I� I^ I^ I� I I^ , 110' 110' ?per a� 5,945 SF 6,050 IF 6,050 IF 6,050 IF 6,050 SF 6,050 SF 6,050 IF 6,050 IF 5,982 IF ?d• 1C 4,000 IF oX s 9,535 SF o O ❑5 m 180_ 116' � � � O_ o 8,129 IF PQs6, 104' 76' 6�oA ��o �Q� 10,90❑7 SF I o u q� �� �,, 40' 55' 55' S5' 55' 55' 55' 55' 55' 36' �9/- \ SHEET INDEX Q w N o J CO 61' 65' 65' 65 65' 65' 65' 65' 13C ��� NTS j 13a W DUMONT ST �� a,92a IF O ; I �0 10,955 IF l s 0O 34' �� BLOCK 15 0 O 0000 0 33 50' S' S' 22' 23 BLOCK 18 \ k i?off t o h� s 'C I_ 1- `'� i �O o q 5 s- 19,567 SF 13,800 IF I 9 8 17 16 5 14 i o 9,591 SF 1C I �, N/ I I I I I I \ rn _ 7,602 IF 7,475 IF 7,475 IF 7,475 IF 7,475 IF 7,475 IF 1 � 4 3 Iu, nI I \ 39,439 SF 11 ^ ❑3 20 0 28' �� Q o 0 8,82❑4 SF I^ ❑ �1 I I_ I^ a S 16,411 SF 7,475 SF 8,374 SF oo p Q 6,325 SF N N 7,642 IF I e /� O Clf p o ss i11y s �3 s 59' 7' 58' 65' 65' 65' 65' 6' °� 9s, Z w a 20' 68' 20' 21' \ �o o. 66' 112' ::2) I 87' 31' 2 �'s \ i I s� 2 ^ 74' ^ _ 287' 52C N O 0 9,238 IF L\ � � 7,475 SF '� R250-v � W AURA DR ❑ j I \�v, .6" 113' ', o N N iC 8,779 IF 238' 170' - - - - - - �250 BLOCK 34 \ 0 /j, 8,833 SF I jam -N0� 35' o ?�,� �� N 210' 13C 4,575 SF �i•� - - 287' - ^ 219' _ 124' ❑ s- 115' 115' 125' J Ln Z W DEERING DR 215 37,395 SF \� sue, ��e 1e6 IOf o J J J m a Q Q Q 238' 170' 1 ❑9 ma's �10a ❑9 ^ 2 ^ 14 I I rn 51 N N ©8,676 SF ?�' `V� �, �� I 18,227 SF �.o. ^ ^ ^ 1 11,749 SF 8,625 IF 8,625 IF 9,375 SF I s. 68' 55' 55' 55' 20' 68' P0' 33' 33' 33, 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 3S 27' - - - s. i\tiff 5' 5' 125' \ 'o I 126' BLOCK 29 ^I ^ I s o. BLOCK 14 - - o ,p. 6+. � 124' 30' I-_ I � I '\� I � 33 34 35 I I I^ I^ I I^ I I I I I I I I;, IT_ I� 1 c� ® " ^ o ^ 1t un 15 I� �I ❑2 ❑3 ® El © ❑ ® a 10 11 12 13 14 15 i6 g,969 IF rn 8,625 IF 8,625 SF 9,375 SF I 32 6,052 IF 6,050 IF 6,050 SF I I I I^ I I I^ I I I I^ I^ I^ I I u 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,861 3,841^I � I `� a'- ® � I_ J 8,143 IF I IF IF IF SF SF SF SF IF SF SF SF SF SF SF SF I I _ 7,675 IF I 50 N - - _ I 13,894 SF I- 123 - - - �j _ _ 115' 115' 125' U 7' 48' 55' 55' S' I' I 115' 47' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 18' S1' Z Z 212' .0 567 ALLEY (PUBLIC) R2o1' 1 I ° 8,697 SF 1 ❑ U 10 16 I _ _ - - 0_ ZONE RUT W CARMIN CT 9' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 18' 15' 33 9 2j" olo I 47' 7,475 IF 8,625 IF 8,625 SF 9,375 SF 127 w LEGEND 0 38' 55' 2 W I I 112' 0 115' 115' 115, 125' I p PROPERTY R55� I� I I I� I� I� I� I I I I� I r, I I� I I I� �1 1 I "' o its' its' o I N 115 9c 4,800 SF 125' N - - - - EXISTING LOT LINE LINE 13 14 15 6 7 8 19 20 21 22 23 24 25 26 27 28 29 ^I ,,� I� I� I� I I I I I� I� I^ I^ I^ I^ I� I� I^ I^3,879 I M as M w to of ] 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,795 3,798 � -- EXISTING EASEMENT LINE ,j8� 31 Ni Q IF SF SF IF SF IF IF SF IF SF SF SF SF IF SF SF SF 37' I ;, © v u, n BLOCK 12 I� 17,252 SF 6,878 SF I� 6,050 SF �I �' 7,183 IF I O © n 12 ® o o - - o J a I 7,475 SF 7,475 IF 7,475 SF 17 PROPOSED LOT LINE g❑ Q ' � - - � cn u) cn EZ r 10,000 SF PROPOSED RIGHT-OF-WAY Ld 19,698 SF r 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' 33' I I 1 111' Q - - - - - - I N w z z z 123' 65' 55' o I II I 1 its' 5 I 115' I � N - - - PROPOSED ROAD CENTERLINE M M M m BLOCK 31 O q - - - - - r O O O < �I N AVELLINO WAY STREET NAME 6 Q BLOCK 13 U 125' n 129' O v v v U 1 C I ❑5 `c W ❑5 `� - �n - JO m Lu cww 44,231 IF 7,183 SF 3 BLOCK 4 BLOCK NUMBER Q E5 5 5 Q 1 °' 47' 26' I V) 7,475 SF 7,475 SF W 68' 65' 55' 55' S5' 55' 55' 55' S5' 55' 55' 55' 89' Z 7,475 IF , W w �I I^ _ � z 16 ap 10 SINGLE-FAMILY LOT NUMBER o S6" I 111 m 5 115' I 11s 9,375 SF Wm IN BLOCK 11 0 5C COMMON LOT NUMBER o o F- N u? 20' 47' 16' zo Z N I I I Z _ _ 1 Z I ® -------------- EXISTING CITY LIMITS o to of to to la to to to to to I� ® 15,521 SF v, 1- M, N I 26 I 27 28 12 0 ❑9 ® ❑7 © ❑5 I I M I n in 7n n 125' 1 N N rn N ® co 14 co m EEI O O O O o N 25 I I I� I I� I I I I^ I ❑ 4 � N 1 7,921 IF I 6,360 SF fi,050 IF I 6,050 IF 6,050 IF 5,050 IF 6,050 IF 6,050 IF 6,050 IF 6,050 IF 5,962 IF 7,183 IF 7,475 IF 7,475 SF 7,475 SF 8,278 SF r 11,175 IF MI I 30' o r N X 115' 115' 115' ^ 9,375 SF 1 A9 5' 55' 5' Y 55' 55' 55' 55' 55' 55' S5' 23' 22' I � 130' 01 68' _ 65' >. T6, ❑3 m 1 I I ❑3 ❑3 � 15 I ❑5 ® 133' 104' 448' 9,414 SF ¢ I 7,183 IF 125' I 7,475 IF 7,475 SF 7,475 SF I L M 3,865 SF P I �0 W EVENTIDE ST Q, 2s' IN a7 TRICIA'S CROSSING = 120' 5' 115' 115 ' 15,697 IF N 6' S5' 55' S5' S5' 55' S1' S5' S5' S5' S5' _ 2g' 85' I I I 47 ^ 9,375 SF ^ I SUBDIVISION O N 0 0 6,381 SF a 47' 2s' 6,015 1 I I 7,16❑sF 0zo 6 ® BK 90 PGS 10615-10617 z Q n 7,475 SF 7,475 IF 7,475 IF O 10 Io Io 10 10 01 I_o 10 10 Io 01 111' I 111, 125' I 115' 13 14 15 16 7 18 19 20 21 - - I - - 115' I^ I^ I� I^ ^I o u' o - - - - 132' O 6,050 IF 5,050 IF 6,050 IF 6,050 IF 6,050 IF 6,050 IF 6,050 SF 6,050 SF 6,050 SF iC a l Q ?i, N 107_ 107' N ti1 I 115' 115' 1 22 I W 4,000 U 1 - - 21 n I / ) 6,336 SF > SF 0:: V z o Q BLOCK 30 I 17 ❑ ^ 9,375 IF 115' ro Q 6C m ro 184' _ _ 184' ZONE R-4 7,475 IF 7,475 IF J � 0 O I 55' 55' 55' 55' 55' 24❑5 IF 55' 55' 55' 55' �I Q to �I 25' I IN 46 U Q �, U '� W BELLE EAD � - - - - 15,873 SF m Q J n 21 n �/1 I I s' I 5' � 6,333 IF Z 12C Z - 107' NI 107' �� I 22 co 5,320 0 0 o ❑ IF Io 10 10 10 Io 01 Io l0 10 Io 01 rnl �� N ?!, ti� N iC 18zo 2 9,375 IF I Q 115' 11 10 ❑9 ® ❑7 ❑5 ® 2 ❑3 ❑2 - - I - - 55,491 IF 7,475 SF 7,475 IF I '^ cn I� I^ I� �I I� I^ �I �/ / - BLOCK 29 0 6,050 IF 6,050 IF 6,050 SF 6,050 SF 6,050 IF 6,050 IF 6,050 IF 6,050 SF 6,050 SF 111 N n I ill N I - - - - Q 20' 47' v 133' o u' Q0 ", 20 ❑2 26' 47' 26' 115' 115' 125' o 6,329 IF 2, 6,936 SF �� ?d• N 1C 4,400 IF �b o V0 I 33 N _ _ 220' _ 200_ c ❑ 115' 6' 55' 55' 55' 55' 55' 51' 55' 55' 55' 55' 8, 6q m b I 9,963 IF 6 z > Q P�69 °� o a 110` �� mw I I^ �R" 263' - - 244' ��� 45 0 a_ 19 ��' --� - 552' - - - �a 20 I s• - �p 13,910 IF j 1 W RIDGESIDE ST �2 _j GE Lh_ s,325 SF 3S W RIDGESIDE ST 5� 0 1 I ;�2 20' _ _ 7,493 SF I 21' 40' 65' 65' 65' 65' 65' 65' 57' 8' . ) z 0 115' 16C 1T 31' 55' 55' 55' 55' 55' 55' 55' 55' 55' 26' 22 v, / 2,938 N \ I 143' CD 8 IF BLOCK 29 ' 34 BLOCK 11 43 LL z 6,321 SF u' 4 I M 15,833 SF SF ❑ 47' ^I N Q I 1- 1- I- I- I 1- 1- I I- I- > 9,602 IF / 35 36 ^ 37 38 39 ® � 41 42 1 - - 15 14 13 12 11 10 ❑9 ® � ❑7 © ❑5 0- M / ❑ I I I 1 1 I^ I� ❑ 0 35' I I I I^ 1^ 1^ I^ 1^ 1 I^ 1 I 9,579 IF 7,594 IF 7,568 IF 7,548 SF 7,528 IF 7,509 SF 7,489 IF 7,471 SF a Q 44 / 6,114 SF 6,176 SF 6,162 SF 6,147 SF 6,133 SF 6,119 SF 6,105 IF 6,091 SF 6,077 SF 6,063 SF 7,612 SF �1 3,653 IF U w17 /^ I I ,� 30' 1n 0 6,348 IF 23' C z 5' 20' 55' 55' 55' 55' 55' 55' 55' 55' 55' 55' 88' 76' I 62' 101' 65' 65' 65' 65' 65' 44_ - - - - - LLI CD z- ❑ ¢�- z I SAFFORD LATERAL- -------------------------- a _ 5L258 SF ------------------------ ---- -- I - SAFFORD LATERAL- --- - o w�-- - - - -------------------- ---- ------ - ---- -- - cn W --------- --- --------------------------------------- ------ o N89'22'15"W 880'- g, --�-- --�-�-� - --------- -------� ` J �¢W ■ - 122' MATCHLINE aBo.o6' �� 65' -- - ---------- ------ - - DATE: SCALE: ---- ----- -65'--- - SEE SHEET PP-3.3 � ^ 69, 65' --- 65' 65' 65' 65' 65' 65' 65' 65' 65' 75' 75' 04/18/2025 1" = 80' N � 1 DESIGN: DRAWN: ZONE RUT I ' BLOCK 11 1 1 IN 1 FEET JEB ALH I I- I I I� I- I- I I^ I- 1� ❑3 ❑2 = I- I 25 n 24 23 22 z1 20 19 6 n ,I I �1 ao 0 40 80 16o JOB NO.: FILE NAME: <o N 7,888 IF 7,914 IF 28 N 27 Zfi I� I� ^I I i I� I� I� 0 I I I 7,464 IF 7,484 IF 7,509 SF 7,521 IF 7,549 SF 7,569 IF 7,588 IF 7,608 SF 7,540 SF 16 ^1 1 8066 O66-DS-S-PLAT-P 1 0 8,769 IF 8,172 IF 7,749 SF F. 1� _ 9,433 SF GRAPHIC SCALE w 75' _ 75' 1 inch = 80 ft. Horizontal NO : PP-3-2 (� / NO.: 5 OF 19 vZ 0 (� R Qa 0 _�� o �o w '14 0)- by m LL 111' N n � I 111' A ❑ N115' 125' 133, v 06,9�sF 0 EASONS PARK220' ' iC 4,400 SF = 1 PP-319,963 SF263' 244'�. 20' W RIDGESIDE ST �,o 13,910 SF 7,493 SF 21' 40' 65' 65' 65' 65' 65' 65' 57' 8' 32 n W RIDGESIDE ST F Q Z V BLOCK 11 F p -� \ Z ® 15,833 SF 12,7F0 ~ 11�111Illlll 111I I� > O ^/ I- I I- I- I- I-_ I- 1- �I � = TRICIA S CROSSING ; o 9,602 SF N/ 35 36 37 38 39 40 41 42 I^ / 9,579 SF I 7,594 SF ^I I^ 7,568 SF I^ 7,548 SF I 7,528 SF I 7,509 SF I^ 7,489 SF 1^ 7,471 SF I I 10 44 ZONE R 4 SUBDIVISION W-32 Q W 13,653 SF / m BK 90 PGS 10615-10617 I I I > _ 76' / 62' 101' 55' 65' 65' 65' 65' 144' I MATC H LI N E I -- 65' -- - J -- - - - ------------ -------- --- - ----- - - ------------ a� ------ - ----- y SEE SHEET PP-3.2 I SAFFORD LATERAL g --- -------------- - ------- - --- ---------- ---- �� - - ------ - - --- -- - - - -^ - - - - - - - - - - - - - - -- -o a------------- --- ------ ----- S89'22'15"E w M J \ \ 0 o W ST IDI CI LI o Z H 0 122' 746,73' 578' Z ¢� _____ - - N Z---- - V O N N a N 69' 65' 65' 65' I 65' 65' 65' 65' 65' 65' 65' 75' 75' 75' 75' 75' 75' 75' 75 \108' \ I I I O \ nnn Z 21 j I, C 1 \ o I I 10 u W BLOCK 11 BLOCK 25 ❑ m I. _ I� 3 01 2 01 �I IN 01 26,029 SF I 1, � � � I I I I I- I- I- I-_ I- I- ❑ ❑ I I I I I- I- I I 25 24 23 22 n 21 20 ^ 19 18 17 N I I 7,888 SF 1 7,914 SF ^1 0 ® 0 © 0 ^1 73' I m 28 I 27 IEF 26 1 7,464 SF I 7,484 SF �I I 17 509 SF I 7,529 SF 1^ 7,549 SF I^ 7,569 SF I 7,588 SF I^ 7,608 SF I^ 7,540 SF 16 ^I I_ I 9,042 SF 1 9,069 SF I 9,095 SF I^ 9,121 SF I^ 9,147 SF I^ 8,677 SF 61' 0 8,769 SF 8,172 SF 7,749 SF i 9,433 SF 20' 4T 20' I^ 5z I^ 75' 75' N 2, IR150' 31 53, 0 4p' 13' 65' 65' 65' 65' 65' 65' 65' 65' 19' 31' "^ 4C 3,474 SF 171 2'N, 75' 75' 75' 75' 75' 2' 44 3 a 0 0 70' 65' 14' I 177 Ps 9' - - - 6� - - � -� 79' I W CLASSIC DR R,. ��. °\ W CLASSIC DR 41' SHEET INDEX :ftly w N 0) - - 338' - - 233' -238' - 33' - 53 NTS ~ 4,044 SF �Q� R156 82 I �M o 52' 25' 125' 55' - - 68• iC 3j 1 I O N I 2 o 44' 75' 75' 75' 14' I 65' 75' 25' 65' 65' 5' 95' 23' 61 x C 4,287 SF �B, a 135,926 SF N L CO CO O to ❑ `V0 - - - - 4 �� I _ 30 5' 5' I 0�_m 7,842 SF o /h ❑ I I I _ _ Q rn I-_ I I-_ I I- I 2 zz c 14 �I I 0 z o ELI n E� n I ❑5 n © - ❑ ❑ 5 I_ 1 I 4 6871- I- 13 I 2,280 SF I i O 0�_ 120 4T 20' 1^ 7,475 SF I^ 8,625 SF �I I� 17,475 SF 1 7,475 SF 1 7C o 7,475 SF 7,475 SF 21 �> ❑ p g,33❑g SF 9,37❑5 SF 9,37❑5 SF N SE N 9,375 SF N ❑ I I TURNBERRY 12,754 SF I I I I I I I- I- 9,592 SF 4,216 r so• I^ 20' 47' 20' 1 rn w o 7,Boo SF 5,57❑F50 ; SF I �I 115' 115' /'o �� I SUBDIVISION NO. 2 N c BK 81 PGS 8835-8836 65' 75' o C. 65' 65' o r i 0 0 ❑ 75' 75' 82' 120' 7,475 SE 7,524 SF o. rnl - M I 1 C 20' 47' R� S• 9,262 SF h/ 75' 75' 75' 75' N N 111' 36' 39' ,21' I i BLOCK 11 4,287 BLOCK 23 89' j SF I 115' p 9C I Z 32 I o f s ' BLOCK 11 4,687 j I I o J J J m Q 7,800 SF SF I Q 120' I 7,475 SF 1 8,625 SF I I^ 7,475 SF I^ 7,358 SF "' 4 � 14 J I W CHARLES ST 5C 13,274 SF N 13 N 12 N 11 N 10 nv J o 120' I 7,362 SF o 9• 10,908 SF 20,349 SF > I� I� I� I� �I I� / ❑ I I S• \ y. 9,375 SF 9,375 SF 9,375 SF 9,375 SF I ti' 100' /, 9 > ❑ 16,430 SF 5' `o Z 135,926 SF 65' 75' 25' � 65' T 58' - - 42 20 60, `L� 193' 281' - R300' 21' �> 9,375 SF S 4S ^I I I ZONE R 4 S 35' 75' 75' 75' 75' S5 5' 47' 17' W CHARLES DR so• �a M 23, d 245' 133' 90' ^I i,s� 5' fis - - 75' 25' � s5' r 58' �\�'. /�.� 'S' o � W CHARLES DR - - - BAR• ❑ I �i• s BLOCK 24 6 . 8 _ _ `� n ti� SAF' EA LATERAL 120' s ✓� 6 19 19' 52' 75' 75' 5' 185' R- 12,083 SF f� 30' EASEMENT ❑ > 10,116 SF L 10C 4,088 SF gyp• II FROM (NMID) 9,263 SF S' Z ❑7 n I- I- I I- I- of 110' 110' I 1 O ZONE RUT 22 � 21 - 20 ,9 ^1 /ti`' /1� - - 7,600 SF 1� I� ^I I^ I� ��• >s. 9°. 19' I i Q LEGEND 7,475 SF 8,625 SF i 7,475 SF 7,517 SF ❑7 18 1• I- I• I 1 ❑9 0 11 BLOCK 26 a 0 ~ 120' 9,375 SF >y 12,617 SF /� 7 !-'! 16 N is ^ 8,250 SF 8,25❑0 SF 7n in I W U N P EATTE 0 52' 26' I Q I >, I^ 9,375 SF 1^ 9,375 SF 120' I a7' ^ ❑7 ^ I _ _ I PROPERTY BOUNDARY LINE o S / / 10,101 SF I I 65' 75' 65' 54' y ry / by I 8,930 SF ,C 1 I - - - - EXISTING LOT LINE v u - /�0 � > 36,204 SF; 6 p �I s 1c y \ s 6 110 110' - _ I k - -- EXISTING EASEMENT LINE 7,800 SF N W 18 135,926 SF 'Y N ❑ `9• 119' I z w M (~ BLOCK 27 ❑ C',p °s• 9.375 SF 64' 91' a I i - - PROPOSED LOT LINEmi - - Z 9mi ,375 SF / >y, 01( /, 4' 75' 75' 75' 75' 7n u J - p 1 120 Q 1c i T /ti� ❑8 ^ t2 ^ I ¢ i - PROPOSED RIGHT-OF-WAY m 65' 65' 72,729 SF ��h 0 \ S ,4C 8,250 SF 8,250 SF W n ❑ in ~ z / 'P ' > ^ 6 w - - - PROPOSED ROAD CENTERLINE w ~ .< I_ ❑ I I > ❑ Q 8,950 SF I P z z z 5 z S ❑ \ ❑ 4,775I - - - - I W I _j i - - N AVELUNO WAY STREET NAME m 7,800 SF I 17 9 SF J n CD 9,375 SF 12,779 SF I- I- I I- I 10 110' - - p I BLOCK 4 r U U U BLOCK NUMBER u U U U c� I- I I 6 u N 10 N 11 N 12 N 13 N I 119' � Z z 120' EE] ' ❑3 I / s• h I� 9,375 SF I^ 9,375 SF I 9,375 SF I^ 9,375 SF ^I I I 0 SINGLE-FAMILY LOT NUMBER C I I 1^ I� ^I I /,��' _ J NO N N N N w N 7,475 SF 7,475 SF /A > Q 1C BLOCK 22 47' 20' S• ❑7 13 J ❑ Q Q U U U Q 1 5C COMMON LOT NUMBER ,,, ,,, Ln LO 03 16 8,250 SF 8,250 SF ^ 5 Ld N 15,494 1 ® O I ® 9,375 SF Sy g Z 8,970 SF i -------------- EXISTING CITY LIMITS � Z SF 1 7,800 SF ��, 7,685 SF 6S• / 8' L I I o Q0 oo m o Q 5' 65' 65' 17' /, 4' 75' 75' 75' 75' S' LLJ - - - - (/) Ln 56t b o /tih > > „o' 110' 1 I- 0 120' >S. 118 Q 120' o 0 0 0 N - 190' - I /r\5 SS 7,47❑5 SF S' 9,786 SF 6S' R1g0. 50' 297' o I i W RA l/EIVSCROFT ST M N w ❑3 ul 98, s W RAVENSCROFT DR ^ © ^ 'a ^ ❑ I 1 o- I / 8,250 SF 8,250 SF 4 ;� 7,800 SF I 152' /�h /�� 57 7 5�! �, - - 220' 8C o Q 8,990 SF _ _ _ _ _ _ _ _ I I z o - - I 0 G © �� 125' 4,775 SF 125' U) 110' 110' 1 1 120' 7,475 SF ss• I Z I o / 14 47' 120' 12,399 SF I I L LJ 7,800 SF \ S O /^ 13 � 9,375 SF 9,375 SF ^ 5 15 ❑ I 8,250 SF 8,250 SF 3 n a) 7,475 SF sy, 11,675 SF 20' 4T 9,010 SF ^ I U o I 120' BLOCK 33 \ 5 \�\, I 25 125' I 40' I = - - - 0 2j - 0 1C � 6S• 47' 110' 110' - - I Z w I 67,055 SF s(/ �g2, ® 120' ESQ, �00 7,475 SF 6S• 14' ,,,' I O - 193' CENTRAL �O /�� J 9,375 SF 9,375 SF n 8,250 SF 8,250 SF 7n ❑2 n I V / W SAINT GARDENS ST 'P 6s• J ^ s,o3o SF N AMENITY 0 _ I J o 7,475 SF 6S• I � 25 25' W 110' 110' 250' 116 0 2 h Z M 5C - 121' I Q U Q ti BLOCK 35 J _ _ i G• _ _ 7,500 SF 250' _ �O• `" I W w I 120' I 68 S 0 S Z 125' 125' 3C 139_ ` Q 65' 65' 65' ❑ / I r C) n I 7,475 SF 14,090 SF Q (n ❑2 ,n <" / 65' I in 7n in ;�. 184' - 5 EKI n 7,800 SF 4T 20' I NI sS. ' I 8,125 SF " ^9,375 SF 1,0' 110' W TOURNAMgNT D Q 12 I I n 17n 1^ I >> 125' I o - - I ❑2 ❑3 ® 8,130 SF 8,564 SF 0� 139' z 03 120' I 7,475 SF I^ 7,475 SF 1 7,475 SF 1^ 1�0 21'S' \��i• 11,508 SF I I o _ _ ^ [2 ^ 7 ^ - N °' El "' 7,475 SF �I 125' 8,250 SF 8,250 SF 121' I a_ ❑3 1� Q> 6S, BLOCK 36 1C I 9,035 SF _ �9• 12C 00 o ❑ 110' 110' I JDE w 10,267 1" 65' 65' 65' 65' 19' 49 2,188 SF I 10,0 0 SF 12 ❑ I 1 ZONE R-8 w a- SF e 2°, 0 2 99' L� I 9,375 SF 28. C 4,000 SF 80 �0 N 20 6 9 13 2 '^ Q qR l , 6' 65' Ste. - - 11,020 SF co I w 9 p u -279' ° 7,475 SF llg I 125' F g N V / z / N i2 s• - - 000 �o• ��, Rl A• 6 II i � I W AVENDEL D 5ti / s0' 1�s' 125' z 52' 26' 41' s W AVENDEL DR '`' 4 65' 65' 65' 1 65' 20' 36' 3' S6' 16,11�7 SF 14 43' 14' ST I ❑2 13 3g 53' 90' 3T \21C o I , 8,296 SF 4 10,000 SF 9,375 SF 12,795 SF U 9 6, iV/ BLOCK 32 11 % 15C \ L1_I w I /, 15,578 SF 4,740 SF 0 �a 5 Io I� I� BQ 125' 125' c I 1 / ❑ © ❑7 to I o \� a - - z 10,968 SF I^ 7,726 SF I 7,644 SF I ® "' 0 ❑ \� 15 /• I- I- 1 19 w 7,761 SF 1 1^ 8,488 SF 1 10,214 SF 871 SF / 6 7 I� ,6 I M 17 1 n sue. 20,064 SF / I o I 928 sF I� 11,89❑9 SF 1 1s \ NI BURLINGAME 8,958 SF ' cn 26' 54' 132' S89'47'21"W 65' 65 51' 10,22❑12 SF 10,4120 SF 2,sso sF ^I SUBDIVISION I Q _ 445.78'- _ - - 14' 65' 97' 95' 114' 89' 77 I DATE: SCALE: I BK 120 PGS 18766-18768 25' N88'22'35"W I o NO'44'38"E ,25' 30' 90' 90' zs 101' 40' 04/18/2025 1" = 80' 14.01' _ _ _ _ _ _ 1323.49' _ _ - - DESIGN: DRAWN: 0 FEET JEB ALH 0 I 80 0 40 80 160 ZONE RUT UNPEATTEO // JOB NO.: FILEDS-SMPLAT-Pi c1 GRAPHIC SCALE REF. PP-�.� / w 1 inch = 80 ft. Horizontal (NO.: G (� / NO.: V OF 19 vZ o fN U D UHF' ORP) — — � w - - - - - - - - - I p 0ybo O� LL 3s ss - - s ss ss ss �W USTICK RD_ ss ss ss ss ss ss ss - -ss - - - ss - - - ss - - - — ® _ N �i E ItN o ��� , SAP �� Q T T T • — T T T T o T T T T X -- T — ,T T + T T •• T -- -- -- -- -- -- -- — G� 110 — — 10' PATHWAY — — — \ 10' PATHWAY m�FFL j ° ° 4 I �rn o — — A x SSMH 44 SSMH 40 \ \ m F x f f SSMH a \ � � � f 13 I N \ 0 t� & • I x \ 1111 PIP 42 � ? ^1 j _ pl �SMH2_4 w � w w w � w w w14 SS > SS 0SS ISSMH 39 O 3 SSMH 42 SSMH 38 8' PATHWAY 5-� � Ox BLOCK 01 c) \ o \ � H K � z Z pQ 6 5 4 3 3— BIKE RACKS \ H 40 SSMH 45 SSMH 41 ¢ M \ \ O �� 2 10' PATHWAY ; cn Z N N \ \ � � O m w - w w a w w w w W MCMURTREY _w 2s w y3 wa w M M \ \ W - ST � � SSMH 35 > ss > > ss > ss- SSMH 3 \ 3 SSMH 34 SSMH 33 - SSMH 32 — OCK PARK AND RIDE \T \ W 41 10 1 \ rn m 40 \�� 3 12 1 10 1 1 N \ l A Q a o g I SSMH 4 \ a� \ SHEET INDEX ?. y j 39 g 1 1 9 9 w \ yy NTS O cn o 1 o,� w �• 38 7 — — O — — o \ x w BLOCK 02 g I \ �O � _ BLOCK 28 a a - - - 1C - - - - - w 8 N SSMH 5 J oo00 -- > ^ N rn BLOCK 18 5 m + - - - - - - - Q N 7 I o DOG PARK \ z [ifCD N 010 7 c> A N \ O o Q 35 4 PI PI PI � m BLOCK 05 f ch -J z BOCK 0 6 \ \ z w°Oo 34 3 6 SSMH 6 2 3 4 5 6 7 8 9 10 11 z - } o \\ o = 33 > 5 5 ' 5' PATHWAY 321k N L¢ C 4 W \ _ 5' PATHWAY \ J = _ _ 3 - SSMH 50 ALLEY (PUBLIC) MH 49 4 �' J J J m a a Lo 3 0 3 \ I � 3 1c 31 SSMH 36 7 11 2 30 16 2 3 41 4 2 29 _ � 3 SSMH 46�1 P` PI 2S 1 C w LEGEND 28 _ W ti5 SSMH 7 — — PROPERTY BOUNDARY LINE 14 w w w w N 27 13 s 2s3 W BOWMILLS DR 2s3> ��� �, - - - - _ = EXISTING LOT LINE SSMH 48 > ss >� SSMH 47 0 26 12 w EXISTING EASEMENT LINE - I-- Pi PI PI X EXISTING BARB WIRE FENCE LINE Z 25 11 I o TOT LOT 8 IRR EXISTING IRRIGATION 24 ?s38 LOCK 1 1? 1 a 1 SSMH 8 P EXISTING POWER LINE v 2 3 4 5 �I 8 9 0 11 12 3C 7 I ss EXISTING SANITARY SEWER LINE w 23 I `� N T EXISTING CABLE TV PER UTILITY MAP 22 5' PATHWAY 6 N SSMH 9 W EXISTING WATER LINE °I' _ ¢ EP EXISTING EDGE OF PAVEMENT w 21 < a BLOCK 08 EG I I• 20 _ - ALLEY (PUBLIC)— - 5 1c 6 G EDGE OF GRAVEL CD _j a z SSMH 51 m SSMH 54 SSMH 53 EXISTING STORM PIPE �, �, �, 9 5 — — CD 3 5' PATHWAY 4 SSMH 10 PROPOSED LOT LINE w w w N o 0 0 >_ I PROPOSED RIGHT-OF-WAY � 18 z s I I LOCK 1 a N - PROPOSED ROAD CENTERLINE w w 17 3 3 2 3 4 5 6 7 8 9 10 11 2 13 4 5C I a c� c> c> a cn 10' PATHWAY PROPOSED 3" ROLLED CURB N N N N N a w N 6 I 2 IFL PROPOSED 6" VERTICAL CURB & GUTTER o C,4 C o Q SSMH 37 SSMH 52 2 PROPOSED 6" VERTICAL CURB (NOT GUTTER) 0 \ \ ~ PI I PI—1 PI PI I PI N A PROPOSED 5' SIDEWALK o 0 0 0 CD W w , W W w w w w W > a"ss PROPOSED 8" SANITARY SEWER u) � ,O w 15c - SSMH 55 W FAIRBOROUGH DR \ SSMH 57- _ ss SSMH 56 > s > ss > as 3 ss > SS SSMH 11 > 10"ss PROPOSED 10" SANITARY SEWER CO - C I W PROPOSED POTABLE WATER 14 SSMH 58 3 PI PI PI PI 12"W PROPOSED 12" POTABLE WATER ° �, 23 r� PROPOSED GRAVITY IRRIGATION 1 10 12 N I I BLOCK 21 a Z PI PROPOSED PRESSURE IRRIGATION C 2 3 4 6 7 9 10 1C (A N 13 1 I h 22 \ \ PROPOSED EDGE OF PAVEMENT o � 3 A �i 5' PATHWAY w \ \ \ so PROPOSED STORM PIPE Q 0 9 3 3 f J 21 A \ \ PROPOSED SEEPAGE BED Z Z PROPOSED SAND 0 3 SSMH 64 I SSMH 12 ® PROPOSED STORM AMDANHO ESE TRAP 12 AQ SSMH 67 ~GALLEY (PRIVATE)_ ssMH 7o W I C� 3 \ \ Z V / SSMH 66 \ \ m PROPOSED STORM CATCH BASIN — \ C)3 8 14 ® PROPOSED GRAVITY IRRIGATION BOX / O vC) 19 \ \ w U 11 "z ��; \ \ PROPOSED GRAVITY IRRIGATION MANHOLE w Q Z I BLOCK Q 9 10 11 12 13 4 15 16 18 A \ \ e PROPOSED FIRE HYDRANT � 3 7 15 z SSMH 65 N �s PROPOSED SANITARY MANHOLE ! ^� Q A a• 5' PATHWAY \ \ N AVEWNO WAY STREET NAME V V � 10 17 SSMH 13 \ \ ■ _ _ _ _ \ \ PROPOSED STREET LIGHT m i MATCHLINE SSMH 59 - - - - - - I �� SSMH 78 Ir ® TEST PIT MONITORING WELL W V Q SEE SHEET PP-4.2 �' 3 BLOCK 09 z MAILBOX � 9 SSMH 14 2 3 I BLOCK 10 SIGN LLI SSMH 79 12C i \ BLOCK 4 BLOCK NUMBER 3 5 16 8 3 I�II I I I 2 I 3 I 4 I 5 I 6 I 7 8 2s4 g I 10 SSMH 80 3 I I I I I I I I I SINGLE-FAMILY LOT NUMBER Z � 8 3 BLOCK 07 SSMH 15 � � 015C COMMON LOT NUMBER Z Z 4 17 N W\ / ®Q MONUMENTS C Q ��3 7 1 C IN C 2s42 L �I \ w 3 C 3 E5 U � � ss 7 I I ti w w w w 542 w w w / 13 w W ft- 253 -SSMH 71 SSMH 73 SSMH 74 / (n A 3 W ss -< ss < m < < z N 3 6 �� , 3 SSMH 72 SSMH 75 / w � � \\� 14 EL v, SSMH 76 / SSMH 16 � 6 A N 3 1� II 13 \ 2 19 I ds SSMH 81 Q i 25 1 5 W 4 5 6 7 8 11 12 111 DATE: SCALE: SSMH 60 i ry /a \\ zy 15C 04/18/2025 1" = 80' 5 � J SSMH 82 \ \SSMH 77 co ' 4 \ \ DESIGN: DRAWN: /SS\�6\\S� w a �M // 68 4 , �, � / SSMH 83 / — \\\ \ '1`. FEET JEB PDL 80 0 40 80 160 JOB NO.: FILE NAME: Q i Ln GRAPHIC SCALE REF. PP-4.1 w 1 inch = 80 ft. Horizontal NO.: i NOES 7 OF 19 vZ 0 (� O 13 I I iul u + I II o y Iu III, I 22 I ti u 30. A I I I Zp � � Oy J�p w I 0 b > 9 13 3 21 � � � � O 3 w \ s \ ow o m r 12 A SSMH 67 SSMH 70 SSMH 64 20 I I SSMH 12 -10 J1 P 2 w 3 SSMH 66 �O o �� S� �,`� Q 3 8 14 o o 19 �9i PP�41 Q 11 I N 3 \ \ 0 I BLOCK 9 10 11 12 13 4 15 16 A \ 3 7 5 I SSMH 65 18 N MATCHLINE 10 A 17IL J N� � F SEE SHEET PP-4� SSMH 131 � z SSMH 59 - - - - SSMH 78 o r-4� & V II \ > rL W U. �r� BLOCK 09 > �� 0 9 3 2S3g5' PATHWAY 5' PATHWAY PICKLEBALL COURTS SSMH 14 2 SSMH 79� 3 I I BLOCK 10 \\ `2 / W w m 5 16 I 12C / 8 3 I I I 2 I 3 I 4 I 5 I 6 I 7 8 2Sq g I 10 p a a '� SSMH I8 0I x 7 � � O > 8 z BLOCK 07 SSMH 15 I 1 H A o 4 17 N 3 7 5' PATHWAY C rW\w C 2542 / Z A U \ ASS W / _ z � N z 10' PATHWAY 3 13 �' ® v 7 I SHADE \ ti5iz p w 251 W W w w2542 w _ w 2S3 STRUCTURE SSMH 71 Q W CROSSRIDGE ST SSMH 73 SSMH 74 / (j �� W NI 3 A a 6 w �: SSMH 72 SS JJ - < ss _< !y / PP-�43 SSMH 75 nI�Jn�JnI . fl f nn POOL 14 6 3 TOT LOT SSMH 16 13 �Q SSMH 76 N / �/U 0 A =G .� / � W f f d� 3 - 25gp.., I 5 ' 2 19 SSMH 81 \�\ I � � � ' W 5 6 7 8 11 12 '� SSMH 60 `CLUBHOUSE N 5 5 \\\\SSMH 77 /y 15C a o 0 C �• J SSMH 82 SSMH 61� w a -W_ W 4 / ¢ �SMH 68 4 � � \ \ � _' \ \ ti W N rn M <� sSMH 63 W DUMONT ST o'SSMH 69 41 SSM�3 \ o SHEETT INDEX M o SSMH 62 3 S 84 BLOCK 15 9ly , 0 00 e"N2540" -_ / Cj SSMH '9� EXISTING LIFT STATION Of 0 x 4 3 u`^ ' 1C 5' PATHWAY TO BE ABANDONED � Q BLOCK 18 f f a MAILBOX �> 10' PATHWAY SSMH 85 19 �18 17 16 15 14 y> \ o / s5 9 o rn / \ CLUSTER 1C 11 ��I\III 3 ! 20 TRICIA'S CROSSING � Z 2 \ SSMH 17 `y\ o Q M i / sSMH 86 SUBDIVISION BK 90 PGS 10615-10617 z o 10' PATHWAYS 2 w -W w W yy 52C rn ss W —SSMH 100 W AURA DR CSSMH 101 EX SSMH 1 0 0 W < » SS t SSMH 99 SSMH 98 3 sa w SSMH 9 - - 12W 12W 2542 12" 1� w ?54 � - - - - - - - — 3 �� W DEERING DR > 000_ SSMH 87 � Z y _ _ = m a 10' PATHWAY 1C ' S3 � J J J � o 3 SSMH 18 9 9 f f 2 14 3 51 SSMH 88 � � 10' PATHWAY ���� i rL i BLOCK 34 SSMH s '� / - - 3 LEGEND 33 35 h I 2 3 4 5 6 7 8 9 0 12 13 14 15 16 8 SSMH 89 f 0 v PROPERTY BOUNDARY LINE 32 N 8 5' PATHWAY 2542 3 50 - EXISTING LOT LINE - - 1 - - - - - - - - - - EXISTING EASEMENT LINE BLOCK 14 SSMH 90 X EXISTING BARB WIRE FENCE LINE Z W CARMIN CT W25 —W w a ALLEY (PUBLIC)_ sSMH 20 N 0 IRR EXISTING IRRIGATION 2 �f 07 11 10 16 - - 0-30--SS SSMH 111 SSMH 110 SSMH 109 SSMH 108 N SSMH 105 3 P EXISTING POWER LINE o= SSMH 113 SSMH 112 5' PATHWAY 5' PATHWAY I con a 3 ss EXISTING SANITARY SEWER LINE w - - - T BLOC 31 I — — — — EXISTING CABLE TV PER UTILITY MAP BLOCK 2 ¢ 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 I SSMH 21 I 3 — — BL K 11 W EXISTING WATER LINE 3 I 5' PATHWAY BLOCK 12 3 49 EP EXISTING EDGE OF PAVEMENT 31 30 6 SSMH 106 I 8 43 EG EXISTING EDGE OF GRAVEL o N 17 I EXISTING STORM PIPE � Z f� f _ zZz / HP �j 3 - - PROPOSED LOT LINE > w w w m 29C 5' PATHWAY 7 N SSA BLOCK 13 - - - - — — PROPOSED RIGHT-OF-WAY r o 0 o r 5' PATHWAY < 3 SSMH 102 3 1 C I A I 5 0 l 5 13 lj 7 - PROPOSED ROAD CENTERLINE � � t I I I <r I 18 PROPOSED 3" ROLLED CURB I N N N N N o f c~ I PROPOSED 6" VERTICAL CURB & GUTTER o 0 0 0 o w N ri 4 o Q r Ns } N 48 PROPOSED 6" VERTICAL CURB (NOT GUTTER) 8 0 25 I 26 I 27 28 13 12 11 10 9 8 7 6 5 4 u m i 4 14 6 ? I PROPOSED 5' SIDEWALK 0 0 0 0 r" I I A z 4 Q a I I a 8"ss PROPOSED 8" SANITARY SEWER r w N 3 / I °3 � > 10"ss PROPOSED 10" SANITARY SEWER w PROPOSED POTABLE WATER N 3 0¢ I 3 IOC oW W -0 - - w w w w w w w w 4 w W 0 I SSMH 91 3 15 0 5 - - m l 12"w PROPOSED 12" POTABLE WATER 2s4 O I z PROPOSED GRAVITY IRRIGATION z SSMH 4C 1 SSMH�1_1'W7 W EVENTIDE ST � � � SSMH 1� � p SS SS SSMH 116 ' �Z z N iv � - - \\\ � I A 47 PROPOSED PRESSURE IRRIGATION = 1 Q SSMH 119 SSMH 115 f f 20 PROPOSED EDGE OF PAVEMENT U \ _ N- 23 W 2 2 2 16 4 r3 sG PROPOSED STORM PIPE Jn = � 3' I Z C 3 $ I__L Q I a 13 5' PATHWAY I 3 — — PROPOSED SEEPAGE BED Z I� 3 14 15 16 17 I I 18 19 20 1 � I — — PROPOSED SAND AND GREASE TRAP 0 I I ® 0 Im A � 22 3 II I I m - 3 I 21 PROPOSED STORM MANHOLE I- � SSMH 120 w BLOCK 30 � � z � Z >' 7 I I " • W W W W W W e 3 o Q N w a I I 17 3 PROPOSED STORM CATCH BASIN \ O w 'pl- N <5 W BELLE MEAD DR ,� _ _ 3 Q PROPOSED GRAVITY IRRIGATION BOX 11 1 SSMH 128 m II z SSMH 22 I 3 TOT LOT I I I 46 Ld Q U z 21 O I I SSMH 114 SS s ss 1C I 3 Q PROPOSED GRAVITY IRRIGATION MANHOLE W Q LLIv I I I I I rR PROPOSED FIRE HYDRANT m Z II = I tl o I I I I I 7 22 3 z Q o f } 3 II 11 10 9 8 7 I I 5 4 3 2 A 3 I I 18 I 0 PROPOSED SANITARY MANHOLE �I I I I I 3 A - - N AVEWNO WAY STREET NAME v U) 0 20 SSMH 127 N II SSMH 122 SSMHIl23 SSMH 92 v� - - - PROPOSED STREET LIGHT / I �I 3 SSMH 103 W \.J m 1-1 i ® TEST PIT/MONITORING WELL Z ~ SSMH 24 w w w w w w w w 45 MAILBOX Q SSMH 126-w W _ w w w w v w w w SSMH 93 2 W RIDGESIDE ST 2 SIGN � 54 SSMH i24 W RIDGESIDE ST�2 I r� / SSMH 94 BLOCK 4 BLOCK NUMBER LLI 19 SSMH 129 r I ss < ss < ss < �� < <—� � SSMH 125 SS _ s • a SS a > SS SSMH 123 u 3 SSMH 25 10 SINGLE-FAMILY LOT NUMBER Q Z / 2542 �, - - 1 C ®15C COMMON LOT NUMBER Z I� Z 18 � SSMH 130 BLOCK 29 � 10' PATHWAY � 34 � BLOCK 1 CD SMH 104 � 15 8 7 6 �� \ I a / 35 ®� MONUMENTS 36 37 38 39 40 41 42 � � o \ / 44 J 4 5' PATHWAY NMID PRESSURE IRRIGATION Ld 10' PATHWAY Lv 17 tie PUMP STATION (� o a 5' PATHWAY 4 14' PATHWAY c ZP ---------- '�` SSMH 26 =3 TI 12"GI < Z N __-_--- _ -__CD ----- -__-__-_------_-_ >_ MATCHLINE ,� lop ,� ,� T ,� '� DATE: SCALE: Q SSMH 27 T TOP TOP TOP TOP TOP TOP — SEE SHEET PP-4.3 — -- — -- ------------ ----- ------ 04/18/2025 1" = 80' I � SSMH 28 DESIGN: DRAWN: cc o `A BLOCK 11 FEET JEB PDL o ; ' 80 0 40 80 160 Q a 28 I 27 I 26 25 24 23 22 21 20 19 18 17 I I 3 2 JOB NO.: FILE NAME: o a I I 16 I 8066 8066-DS-S-ENG-PP II I i GRAPHIC SCAL 80 ft. Horizontal NO.: PP-4.2 i NO.: 8 OF iAj vZ 0 b D 7 o oybo 0o jj m Of a 3 I I "' cry SSMH 92 3 A o v1� SAP �Z 0 SSMH 23 )ij 0 0 �� 1 122 3 SSMH 103 FT, Q �d , I 111 rSSMH 24 s4 W W W W7 W W 2 W W 45 0 I I SSMH 93 111 - SSMH 94 ss < 4--ss < 54r SS < SS < <� 3 SSMH 25 / J BLOCK 1 SMH 104 Z � o & 0) a 34 // 35 36 37 38 39 40 41 42 44 Z PP�42 m � Lu 4 Fit ¢, ® 0 P/ I P -� 3 --------------- -------------- -------------- ------------- y O > MATCHLINE;;MH 96 — ---- --12"GI -- < a ^rz�rX �x SEE SHEET PP-4.2-N^ - U F - --------� -------- -------- ------- - H z ra rae ra TOP ra r� TO ra me raE me ra rae rce ra me ME roe Z Z SSMH 27- T TOP TOP `TOP TOP TOP TOP OO V I I I 3 14' PATHWAY 14' PATHWAY SSMH 28 I \ 1 u BLOCK 11 sg BLOCK 25 Z I I 3 2 I I I I I I \ `7s�� i a 28 1 27 1 26 25 24 23 22 21 20 19 18 17 I 2 1 3 1 4 I 5 1 6 1 7 Z I I 16 I 1 5' PATHWAY 5' PATHWAY ?S . " SSMH 15�> 3 /w ae ss a 0 0 4C SSMH 156 W SSMH 159 '' - I SSMH 175 25 W CLASSIC DR N W _ 2 W s "" W W w �- W "' W _234 '" �w �' W SHEET INDEX Z y - - _ '9 / SSMH 153 W CLASss SIC DR a co 29 SSMH 174 SSMH 161� ` < ~ SMH 162 ~� SSMH 163 SSMH SSMH 155��SMH 154> -ems > - �Sa ` a'SSMH 158 NTS O (A�o SSMH 160 3 PI N 30 3 SSMH 165 yC'^ / I d 9900 3 �$ ` / �3 14 1 Q .o v I C.1 - - 3 2 3 I I 5 6 I 2 22 U N SHADE I I I I I 13 1 I 0 Q 6 7 8 12 G✓o� 1 BLOCK 11 I I A 3 I s ucTURE 5 I I I I I 1 0 w 31 } II 1 I I 3 ' S' PATH 3 I z a rn 3 3 I I f II SSMH 166 r N c • I 0 0 3 3 21 a 15 - - � SSMH 167 � 10' Pi Pi pl- WAY I I - / � BLOCK 23 I al / Ii> I I uj 32 I SSMH 168 /y BLOCK 11 Q BLOCK 26 o J J J m Q a 11 10 1 9 8 II z ¢ ¢ ¢ Of - - SSMH 173 O � 4 ' \� 14 I 13 1 12 1 11 1 10 �� I 10 / 9 � 5' PATHWAY 3 a 5C \s I I I I I / iL / s PATHWAY �� �3 w w w w w W 5 W SSMH 133 i�i 20A LEGEND W CHARLES DR I ti i SSMH 169 ' SSMH 29; < ss < ss �� SS < SSMH 131 SSMH 132 �' / / �� W CHARLES DR W 2� W o PROPERTY BOUNDARY LINE 3 '' SSMH 170 SS ss SSMH 1�72 � SyMH 1�48\ a _ _--� SSMH 134 SSMH 171 SSMH 146 � SSMH 147 r 8 I - EXISTING LOT LINE 19 - - SSMH 149 - - - - - - - - - - EXISTING EASEMENT LINE I 6 7 3 / 3 TURNBERRY X EXISTING BARB WIRE FENCE LINE z 22 21 I I 20 19 SH135' ly�q / / / I SSMH 150 G t# SUBDIVISION N0. 2 IRR EXISTING IRRIGATION 7 I I I I 3 � BK 81 PGS 8835-8836 P EXISTING POWER LINE � S 18 a"i 9 11 C' 16 15 cn �fo / I 17 7 ss EXISTING SANITARY SEWER LINE o 5' PATHWA \Tp / BLOCK 24 I 1 T EXISTING CABLE TV PER UTILITY MAP 6 a — / 5' PATHWAY W EXISTING WATER LINE - - 18 8 CD mo: o� EP EXISTING EDGE OF PAVEMENT w Ipl / 4 w 8 12 I EG EXISTING EDGE OF GRAVEL Q / v 6 EXISTING STORM PIPE w v N 5 w° I z e N A I - - PROPOSED LOT LINE uj uj u m 17 \ 9 tD 2 I Nck: a \ - - PROPOSED RIGHT-OF-WAY 0 0 0 r z I I I I c C I / ss, 10 11 12 13 I ; I _ z z a uQl 2 3 1 I 1 I I cn I um I / 3 vN,a Q C) C) Q PROPOSED ROAD CENTERLINE w r } } w }¢ BLOCK 22 z` BLOCK 27 I 7 13 w I N PROPOSED 3" ROLLED CURB n Z 4 I / 4 16 ; 5 PROPOSED 6" VERTICAL CURB & GUTTER N o 0 0 0 10' PATHWAY A - / W w bj 14' PATHWAY PROPOSED 6" VERTICAL CURB (NOT GUTTER) � o Q _ 3 • A � I N N o 0 3 W W W W- / SSMH 13H 6\\ yy y W, %„--,.-W--yy PROPOSED 5' SIDEWALK o 0 0 0 r W RAVENSCROFT DR:: z > o c� N SSMH 176 < ss_ 5 SOf SMH 137�SSMH 138 `�`'S < SSMH 139 6 14 > a"ss PROPOSED 8" SANITARY SEWER Q SSMH 181 15 j d M N w uu > 10"ss PROPOSED 10" SANITARY SEWER � s 1 3 3 SSMH 1s\ 5' PATHWAY / 3 - - 3 SSMH 151 4 / 8C W PROPOSED POTABLE WATER 8' PATHWAY ' - - - c� Q a SSMH 183 \ 6 3 I iz"W PROPOSED 12" POTABLE WATER _ 11 u� 3 14MH 189 BLOCK 35 `� PROPOSED GRAVITY IRRIGATION 2 ss / I 7 9 r3 I 5 15 N cV l PROPOSED PRESSURE IRRIGATION Z \sG� 7 \ / 13 I a l 3 A 3 3 N I PROPOSED EDGE OF PAVEMENT Q O Q N A POOL = ' 1, 1 1 ; - - - - ; SD PROPOSED STORM PIPE J = 0 3 3 - - �' PROPOSED SEEPAGE BED Z � s 8 u LLJ z 6 10 I ® PROPOSED SAND AND GREASE TRAP O W _ 04 W�� W ®® s >JLu= �� 13 4 16 ®o PROPOSED STORM MANHOLE ///�) � a - MAILBOX }I 2 Z V o W SAINT GARDENS ST SHADE I CLUSTER ' \ 9 z 13 A m PROPOSED STORM CATCH BASIN - -\ D - J I - - - - / � A _ STRUCTURE I \ 3: A 0 PROPOSED GRAVITY IRRIGATION BOX � O - - - - - _ PROPOSED GRAVITY IRRIGATION MANHOLE w Q U z N TOT LOTS PI - - - -- - W Q ` 10 5' PATHWAY I _ u, 3 r>� PROPOSED FIRE HYDRANT z m 5' PATHWAY �3 3 5' PATHWAY W W W PROPOSED SANITARY MANHOLE Q W TOURNAMENT DR !! ^^ o II 2 3 1 1 3` SSMH 184 4 11 `" I N AVEWNO WAY STREET NAME V BLOCK 33 5 6 I 11 I 3 PROPOSED STREET LIGHT Z o A 2 3 4 I �/ �� r 3 - - I �3 A ,o !!^^ m CIDf f 3 / "A 12 2 17 ® TEST PIT/MONITORING WELL Z SSMH 152 MAILBOX � 3 SSMH 177 I � / \ � I � BLOCK 36 3 �-/�// � - - l C 3 3 3 SIGN L.L r� BLOCK 4 BLOCK NUMBER � f SSMH 191 �y 12 SSMH 140 20 � 10' PATHWAY - _ Q SSMH 178 W W 2 � W W AVENDEL DR �� 13 SSMH 185 � 10 SINGLE-FAMILY LOT NUMBER � z s — SSMH 141— y5° 14' PATHWAY 015C COMMON LOT NUMBER Z C SSMH 192 W — — ° W w f 1 Q. ���s �W ti W s W W AVENDEL DR w` SSMH 144\ _ r� z SSMH 179 SSMH 180� SSMH 194 SSMH 193 SSMH 186 f < 5� ss MONUMENTS uli I 14 \SSMH 187 �� < SSMH H I188 SSMH 142 SSMH 143 ®� Q 3 2 3 21 _ U / ti W a_ N f I 4 / BLOCK 32 / u' 1 SSMH 145 I"�"I (n z 1 E. / 5 6 7 $ 1 9 1 0 \\ I 6 I I 19 11 15 16 I 17 �A z `G 1 14 1 1 17 1 18 \ I A BURLINGAME a_ 2545 1 SSMH 190 SUBDIVISION N Q OHP 15 o - PI 5 BK 120 PGS 18766-18768 DATE: SCALE: > 2 1 I 04/18/2025 1" = 80' ® l DESIGN: DRAWN: CD FEET JEB PDL 0 80 0 40 80 160 JOB NO.: FILE NAME: 0 8066 8066-DS-S-ENG-PP i cn GRAPHIC SCALE REF. PP-4.3 w 1 inch = 80 ft. Horizontal (NO.: i NOES 9 OF 19 o b F- N U O— D R ~ Z rnO N ~ I Q Lj OR I00°° ^ N J mco �� �Fs N NN u O 04N °° OR O� OR � M cV r 2545 O Cn r- F, nN CO N _ N 0) U) c0 ON — 0) CD 00M L, N c N 0) 0) M � iC41 N +CD CDN 41 U NN 04 11 � � M N C O Z C7 0 N O I pi P7� O c0 00 "'5 CV 04 Mjj W Lt) Mao N o +P7 M _ N 00 0 Mi N II + 0 O Q+ + 000000 N 00Z( M POn + Ln0 O 00 NN cn � M Nn ^ II N > > N +M — — 00 O +tD II 0- II n n 0' 00 00 � 11 00 cl + O (V N 04 N N � o n . 00 00 n ( cn cn ao ao ao N cn cn aao ao 0o n n ao ao aon co— 0o Oo cn F- ~U) N o- 00 00 V) N _ PROPOSE GRADE ao ao ao ao N °� °� a(1) n� ao 0o cn cn� 0o 00 2540 U) U)0. 0000 @ WER �— — — 2540 _ _ _ _ _ - - - - - - - WW — — — — — — — — — — Z L�••� J / \ - - - - — - - - - - - - - - - - — - - JU) LEO EXISTI G GRADE 7 Q 2535 0 SEXR 2535 Q Z W � m Z W W � x H � K 2530 2530 Z 'J Z N O5 n � a O � � Z � < re 2525 2525 iW � W • L. . 8 @ o @ . 0% a o 0 J 2520 1 55 L.F. 8" PVC 113 L.F. 8" PVC @ 0.40% 2520 UJ� I C 4 55 L.F. 8" PVC co 1 L. . 8 @ ° @ 0.40% @ 0.40% (n n 04 110 L.F. 8 PVC @ 0.40% 57 L.F. 8" PVC 57 L.F. 8" PVC O Of o x Li @ 0.40% @ 0.40% _ oo00 25159 10 11 12 13 14 15 16 17 18 19 20 21 22 23 23 515 � Q N DAYSPRING WAY p �o HORIZONTAL SCALE: 1" = 50' z w a VERTICAL SCALE: 1" = 5' N 0 2550 — O �� Z 2550 0 o W v�- + vcQ'IJ—o J 2 v II IIMII = 'La N 0ON N � M � M v^ N M MN — II WN wI I Z iN O MN U) (V � N O M rn0NN`n = M'0 L pj N N_ NMF_ 00 (V 00 N (V` O 04 NQ N M N t0 (V2545 1 = NI + � � F- 2545 W W co O II = )C)i � O0 Z W MN U)U:00 00 N F II U')) )o °° coQ- `" zU) v ~ `Ijz EXISTI G GRADE 4Cn n ao ao ao LO z z = (nn c~n U:00 00 @SEWER U)) U)) 00 00 Q �I r � - - - - - - - - - - 2540 2540 PROPOSED GRADE @ SEWER Z 0 2535 2535 U (n W Z 2530 2530 0 U � F- W W W W O] U U U U U HHN Q')UJ H (w7 Q2525 2525 " N N " N N O O O O O N N N N N W Ni I 1 VC @ 0.4 ° m C Li o o c0 00 rn o Q 40 L.F. 8" PVC 49 L.F. 8" PVC 0 0 0 0 j� @ 0.40% @ 0.40% d M N — W 2520 @ 0.40% 2520 22 23 24 25 26 27 28 29 E N DAYSPRING WAY z z z = HORIZONTAL SCALE: 1" = 50' N VERTICAL SCALE: 1" = 5' Pr)W..i3ZM M= NO CN InI I + 1 MNZ NII MN IZ N — OO '21 o ZII N' N a M a III LnN00 00 W L0 N2550 00ao N OIOO S. co/J - - - 2550 O N N `1 N + — � C0� � N °O� = N 04 N �o 04 N,nO N N +r j _ ^ ^ F_ 00Z P Zp 11 Z = Q N O' QZ + Nr' LI) m Q (V 00 N N � C0 N L Q� N Z6 � . Co C4 (V 00 C4 n n 0' 00 00 nn N C N NN N ZN NNN M N O NZ cn ~- 0 N 00 00 N 0_ 00 00 O OO � r- N N w I n n 00 r0) N M�n C4 � Z CD n n CC: 00 00 00 v^^ WW C4 �00 N L6 25V + _ N CDI N ^ PM U-) N (10 I 04 OZp N j j 2545 /) 2545 0i � °0 oZ Ma EXISING GRADE Ld > � oZ ` z v ~ N ~00 Z O Z o + cncn� 000 vivi� oo W Z N n n or 00 0O C a � ¢ - - - - - — - - - - - - - - - - - - - - - — - - - - - - - - - - - - -— — — — — — — — Q m Q Q 00 00 - - - - - - Q 0 Q_Z ch 2540 PROP SED GRADE 2540 @ SENER ce N 0 L.1_ Z o Q Z_ LiJ 2535 2535 Lh_ LiJ cn _j c LiJCD �- 2530 L. ' $ P ® '4 ° 2530 c� 35 L.F. 8" PVC @ 0.40% Lj w ° I 0 34 L.F. 8" PVC @ 0.40% w 0.4 ° VC @ 0.40% 60 L.F. 8" PVC @ 0.40% 35 L.F. 8" PVC @ 0.40% / 4 ° 4 L. 8 z I 4L. . 8 34 L.F. 8" PVC @ 0.40% I FEET 2525 2525 50 0 25 50 100 Q I DATE: SCALE: I GRAPHIC SCALE 04/18/2025 AS NOTED �D I 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 I FEET JEB PDcc 0 2520 2520 5 0 2.5 5 10 = 9 10 11 12 13 14 15 16 17 18 19 20 21 22 22 1 JOB NO.: FILE NAME: 0 8066 8066-DS-S-SAN-PROF-PP N DAYSPRING WAY HORIZONTAL SCALE: 1" = 50' GRAPHIC SCALE REF. ��++.2 w VERTICAL SCALE: 1" = 5' 1 inch = 5 ft. Vertical NO.: PP-V i NOES 10 OF 19 o b F- N U Q Z R ~ N N M 25502550 O (V J� o oO wnN (fl r- � O, + c1 II U- m I _ —> O r Q H I = `" 'z 'z I �if� SAP �� cwa U) W EXISTI G GRADE N N00 d, ��� 0 SEWER � d 2545 w U 2545 Z w - - - - J CA — — — — — — - - - - - - - - - H PROPOSED GRADE SE ER Z 2540 2540 c & Q Z nn W � LJ m Z W W _ 2535 2535 vV y C I Z � N O Z � < F== � 5 QW 25301 12530 Z 21 22 23 24 25 26 �j W N DAYSPRING WAYul HORIZONTAL SCALE: 1" = 50' uj z W VERTICAL SCALE: 1" = 5' o a o 0 J Z J w N rn rcn °q ~ �l rn rn r7 0 � PC (n O 002545 v M N 04 N — 2545 w 3 n o 11 11Of % � �O O 00 N _ L Q�O MN 00 N O) O L CN II CpN Q) to 6) C4 Q � [ 04 V) 0o 0 N N (n (n0 mao ao F- NN , -n II II Z I 0 N NNN �- MM ) CN ofQ0)�re) M CN� L » > 2540 MC M + Z 2540 Z wa— � �m V) - NIIPROPOSE GRADE Cn Cn 0c 00 m `) N� 000000 rn (n v)o Oo ao C� SEWER ((Cn 10 ((n Of 00 00 00 _ 0 0 2535 - - - - - - - - - - - - - - - - - - - - - — — — 2535 o J J J U-) Z EXISTING GRADE 0 SEWER 2530 2530 0.42° 2525 Z . . 8 C 0 0. 2% I F- U (n LJ 2520 2520 z w oJ U Q H co 2515 2515 9 10 11 12 13 14 15 16 17 18 = U U U w r r r w � o 0 0 � � � cD W MCMURTREY ST Q � � � � Cj 0 0 0 0 0 N N N N N N HORIZONTAL SCALE: 1" = 50' � `V w VERTICAL SCALE: 1" = 5' 2545 00 v 2545 0 0 0o m o Q o _ 0 oLn N (V Ln U-) cD u\') M N O LO N O) O) N o CD CD 0 I O Cn C4 � N d' rM N w O a co +MO coM �j �j .I- O�> N +Cp Z Z =p = ^.o. 4J N a�O M MN2545 2545 2540 N ZZZ 2540 N EXISTING GRADE (n N ct�00 00 00 to Lr o M ® EWER q CD od J I� +ir�j 0 OO M N O N W04 ) - - O M o�> N CO Z ) o� N O N co +r7 o'0 I I z = u z M M L o PROPOSED GRADE _ 2540 N N E 00 M a u Z Z M C A o> 2540 2535 9 SEWE 2535 z PROPOSED GRADE (n (n�00 co M d z z o Cn Q SEVER V) cn O cn o 00 ao �_ - - - - - - - - - - - - _ LLJ � 2535 — 2535 2530 2530 Z Ov Q EXISTING GRADE Q M Q cn SEWER (n O Q ch 0 2530 4 2530 2525 L. a v 0 0 2° 1 A 252503 Q m Z _ � 1 8 Z 4 ° w cn cn 25259 10 11 12 13 14 15 16 17 525 25209 10 11 12 13 14 520 w Z ALLEY (PUBLIC) ALLEY (PUBLIC) Q o HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' U VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' W z w 0 c? z w CD z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. No.: P P-6.3 w 1 inch = 5 ft. Vertical NOES 11 OF 19 o b F- N U Q D R ~ 2545 o ^M 0) N M "2545 J ao m = �\J��2W + � 11 11 11 p � � co NN QN ' 00Z +to wco N 00� N � LO � u04 � r r- Czzzzme — o N + o n i N N (V 00 N � ° ° °N — � n n Of 00 0`� � N Nao O � � N0 o �— II zz EXISTINGGRADE n CI r M > > n n E 00 00 042540 � � 2540 Ln F-�2 L cn cnOfao cn cn of co co Z — — — — — — — — — — — — 2535 — 2535 0 W SEWER Z n\1 W n� m �J Z W W _ 2530 2530 �j y x N Z 23L. . 8 VCC� 0.62° OZZ 2525 2525 Jl W V W nvn�n Z Z W 0 2520 I c o. o° 2520 0 a O o I ao N Z O� O �COo W SOX 2515 2515 9 10 11 12 13 14 15 16 17 18 18 9900 N PATNEY AVE & W BOWMILLS DR r o Q00 HORIZONTAL SCALE: 1" = 50' O o VERTICAL SCALE: 1" = 5' z w a :2 C-4 N 0 O C 0 L O_ 2550 2550 03 00 v� N O p II O N N N CO 00 .N^.. .� N (0 MOIIZ Zj NZ O M N N N O Op 00 + O NN-.I- 04 (V 04 cO0 2545 o II II S (0 v .W.. 2545 2550 2550 N ff.)+ Z Z � Ln N Ln N N O O) N n n Of 00 04 1 2NNU) N�00 00 00 Z Z Z +MpQ N VFNN N E 00 DO 00 w fn fn 00 Q �� Z Z Z M — O (n (n 0! 00 00 00 2 N Z Z Z c�0 N N O EXISTING GR DE d — — 00 r N N `�" '-02545 cn �_� 2540 — — — — — — A 2540 _ - - - - - - - - - � �o ao � � 2545 BCD N N— — — — — — — — O cO N N 0) Z p M� N N II — — — — — +OjO M NN > > -10 Z_ Z CD in O n = II Z Z r+j toO j 'n _ N Z N c N > > > m ate— 0cnE m m ¢ II Z Z Z n- PROPOSED RADE `n `n °O PROPOSED GRADE N °° 00 00 v 2535 ® SEWER 2535 2540 ® sEWE 2540 0 1 P- - — — — — — — — — — — — — — — O Q 2530 2530 2535— 2535 w w w w (� SEWER � w ~ ~ ~ co U U U U H H H CD Q U U U Q o ° I 99 L. V 14L $ �n �n un Ln I . N N N N N L0 ° O O O O O N 2525 2525 2530 2530 N N N N N w O \ \ \ \ \ \ \ \ \ \ O cD 00 O) O Q O N o O O w 0 E 2520 — 2520 2525 2525 9 10 11 12 13 14 15 16 9 10 11 12 13 14 15 N ALLEY (PRIVATE) & ALLEY (PUBLIC) ALLEY (PUBLIC) o HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' o VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' Z C:) 0 2550 0 LO 2550 0LO _ V) z co aL z(n t(n0 0O M M � — M = vZZ ON vN M N 7 N L to O 0NO Kw), N N W 04 pp N O� 0 ` � W Q S N -[ m a + N Z (JO 2545 � NN 0 coM + + O IIWM M aoNN NN Q CN 11 ZZZQ nC 2 D ch te (Q � Z N p UM00Zp 00 000n n0_Z00 LO r + coN 00 a00 � M f LO N NN N n n O_ 00 00 N O Z Z m U) a II zz (nd a Q !^ TIN(, GRAN � Lo� 00 � 2540 @ SEWER 2540 z w Z - - - LLI - � cn cn PROPOS D GRADE LiJ z 2535 2535 Q �- w 2 L. . 0 ° (n CD L. . LLI 2530 2530 z 36 L.F. 8" PVC ® 0.42% FEET 50 0 25 50 100 cn 36 L.F. 8" PVC © 0.42% 47 L.F. 8" PVC 0 0.42% Q o DATE: SCALE: 2525 29 L.F. 8" PVC ® 0.62% 2525 GRAPHIC SCALE 04/18/2025 AS NOTED 9 10 11 12 13 14 15 16 17 1 inch = 50 ft. Horizontal DESIGN: DRAWN: co FEET JEB PDL 0 N COBAT AVE 5 0 2.5 5 10 JOB NO.: FILE NAME: Q HORIZONTAL SCALE: 1" = 50' i VERTICAL SCALE: 1" = 5' 8066 8066-DS-S-SAN-PROF-PP GRAPHIC SCALE REF. P P-6.4 w 1 inch = 5 ft. Vertical (NO.: i NOES 12 OF 19 o b F- N U Q R 2550 2550 � _� � 0"', y w o o, , dl v� J m Q v � o ``H^ w o v�� �n cPrZ vJ W v wi Ln N (V N N N M V� 7� J�\ 2545 Z1:1 M M M 00 Lq 04 C M N N N 2545 � --d- 00 Z o II II = �d W � � �, inN� I ".a) 00 U) � N N N j j j L'.� = W �Ln N N II x II z z z c•C-4 j V �� II II = N -< eIIzzZ +� z z o cn cn� co0o 0o N ��, _ _ Q � 00- I (n (n Of Oo 00 00 x N Z Z Z J 2540 N ~ _�' �' `° °° °° 2540 Z - - - - - - - - - - - � LU @ SEWER — — — — — — — — — — — — — — — — W � m 2535 PROPOSED G 2535 .�.,� @ SEWER � O L� Z N 2530 2530 � 5 ~ 2 i � a C � nnnnnn Z W W nvn�n Z Z W 2525 2525 " o a oUJ 0 I � I M U) C) 2520 04 6 17 18 19 20 21 22 23 24 25 520 0 o W FAIRBOROUGH DR `n O HORIZONTAL SCALE: 1" = 50' 6 o VERTICAL SCALE: 1" = 5' (n Q� zy �� w z�a N C 2550 2550 2550 2550 C v �� W O 00 N _ FO O N ^ ^ ^ N c0 Oj Cn W J n 04 O � rn -co � UO � CD N o N NN M N o LN 6+2545 2545 2545 2545 Cn N N r Oin + � po N 10 N� m +MZ NLn C6 00 0, ai L N c0 ^ nN n N 00 N N NN N N n U) 00 x Z Q - = I I Z N > > p 0 N N 11 M M N N I I p 0 (V 04 N N O'00 00 00 N � Q II z Z �� II II O 061'*- II II ~ 00- II II N 0 0�00 N H e - +M ot� 00 00 Z Z O co + Z Z CDn +M Z Z p U) U)Of 00 N N N > > > ' °O N j j j PROPOSED GRADE EXISTING RADE N z z z N z z z I z z z @SEWER 2540 — — — — — — — — — — — II\ o °°°° °°0 SEVER U) U)� 00 00 00 2540 2540 o- °°°° °° — — — 2540 - — - - - - - - -- - - _ — — — — I — — — - -- - - - - - - - - - - - — J \�� — — -- PROPOSED GRADE I z EXISTING GRADE o @ SEW R @ SEWER 2535 2535 2535 r 2535 U U (n W Z 2 2530 2530 ® � 2530 2530 � Q w Z Z Z 4 . 8 P @ .4 " I > m 46T. L.F. 8" PVC @ 0.62% 0 0 U U U 43 L.F. 8" PVC @ 0.62% cwa cw� U U Z Z Q U U U Q 2525 525 2525 525 9 10 11 12 13 14 15 16 16 9 10 11 12 13 14 14 CD N Cj w N ANTRIM WAY ALLEY (PRIVATE) N 7 � 7- N D u� N-)� HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' o 0 0 0 o VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' j d r) N W N N C O E N 2550 v v 2550 w Q ���� v� � � � � �� N� JI .wi.�.� N O Czz N 0 � cz0 z II = >m II NN~O>Z°IOI 0~xO>I0N O) N N CD M � (0 00 �Ln n 00 VN � r O NN N I O N LN N Nn ^00 00 N N i i i O N N-0 N O r- N 00N O CD N N N (D N N N 0) II O oinW) a, ZI II II N +� in r- O MC14 0o N N N + H - + zO F- op + II �N � O 04CD F + II N 04o,� z N2545 Ln o j j jjN Cj I- 00 (n 2545 N Nj j OU) dA M = EXISTING GRADE cn n ao ao � o0 00 _ - x " -.0n �-_ - - n U) 00 0o N m w (n 0- fn n n 0' 00 00 00 000 � n n 0_ 00 00 N (n (n- ao ao @ SEWER tna a < n n o- 00 00 00 � v, — z A � �\/�\ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ — Ld o 0 _ _ ~ — Z �_ Q U— — — — — — — — — — — — — Q 2540 2540 I PROPOSED RADE cn O I I @ SEWER Q ch I 0 2535 2535 Q D Z m Q J Z W w � _ a- cn V) Ld CD 2530 2530 Oro 8 . 8 U W 0Cn wo I 10 : L.F. 8 PVC @ w 2525 — I t L. ' s ® •4 2525 6L. . 8 P @O.4 % 35 L.F. 8 PVC z I 0 0.40% FEET 35 L.F. 8" P- 7 VC 50 0 25 50 100 45 L.F. 8" PVCcn Q I @ 0.40% @ 0.40% o DATE: SCALE: 2520 2520 GRAPHIC SCALE 04/18/2025 AS NOTED 9 10 11 12 13 14 15 16 17 18 19 20 21 21 1 inch = 50 ft. Horizontal DESIGN: DRAWN: W CROSSRIDGE ST & N TRICIA WAY FEET JEB PDL 5 0 2.5 5 10 HORIZONTAL SCALE: 1" = 50' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 5' 8066 PIP i o GRAPHIC SCALE REF. P P—6.rJ w 1 inch = 5 ft. Vertical (NO.: NOES 13 OF 19 o b F- N U Q 2550 O II M `n M M M co II 2550 w v O w-` � W_ `' W = OR �z yOJ7 > O 1N LdN r- v 0) O 00 J L � �r' Lr) O to J- mO (V r- Nj M 4z MNo N � � 0)a 00 jj M o co M � oNx � (OII (�0 N N (o N N NM vH) M N p p NN N Zr! MN N VU1 d CV S Pl Vy CN ZL1.1 UM M W) N 00 N NN N 00N N 00 VV4 n 00 N N - 1-- U^ + CD nN N + o II rn � W) nN � r w � rn p � o N o N (0I � � O C 00 II II 1 1 � o +� (V 1- O O +� IO � I coo N aoO Z + o, EXIS NG GRADEN II O+� P) 11 0�0 O o pD � + 00 + O ao (o jj ZQ C4 ja0 O"' iN � ) 00 00 N II N - a N xmd a_ _ poo - M aM j Z 0 SEWER Q 11 -x o 6 ;Z N 12545 n a N 4 � N � ( �IIZ Z j > Wnno 00 N n z N ~ Z 11 W n n� oo oon m (n a ? m a - - (n (n0 m m Wnn0. 000o U F CnCn0000 n in in 0 0o oo(n n o oo oo n n 00 oo cn cn 0 00 o0 00 Lr) F- ( ma an —a 0 _ f) o0 00 n cnE oo na: 0 J - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ~ Q J 2540 P�QPQSED RAN® SEWER 2540 IF z f 0 �` W Q Z W � m t7 W 2535 2535 W O to � O Z 2530 2530 5 —' & � Z OL"' 0 Jl a Ci Q. 2 0 I N W W InI�InI Z IJ W 2525 F. 8 PVc ® ° 2525 51 L.F. 8" PVC 47 L.F. 8" PVC 47 L.F. 8" PVC 36 L.F. 8" PVC 731 L.F. 8" PVC 31 L.F. 8" PVC ® 0.42% ® 0.43% ® 0.42% 0.42% 30 L.F. 8" PVC 31 L.F. 8" PVC ® 0.42% 0 0T .42% O rn ® 0.42% 59 L.F. 8" PVC ® 0.42% Q o 00 0 0.42% 31 L.F. 8" PVC 46 L.F. 8" PVC C1* UJ 04 rn rn 0 0.42% 0 0.42% I :ft o^o tn1�o 2520 Cj 9 10 11 12 13 14 15 16 17 18 19 520 PC Of x W 0 o N BARNSTEAD WAY `� W HORIZONTAL SCALE: 1" = 50' 9900 VERTICAL SCALE: 1" = 5' Q 00 zy �04 w Z:2 04 N N O 0 In 00 W � LLJ�v M O I N rn� z Nz = ¢ NZ Ipn0) 0 1) O ai N° ° °° N2550 �- 2550 cmn Z LO O r- M N A Cff D NW ^ N L20 N N N + CDrn + W 1- o M N El- l')o _ N 00 ,n NN> o � O � I ZO+ 0') 04 M 0) Lv^ rn NN N NQ N N N N NE00 CA N E � Il Cn cr) 0o 0o n F <ma n F— vi N (n co 00 00m m� 00 00 n ot� 00 00 n V) 00 00 QO a �I2545 - 1z w — � @SEWER - - - - - - - - - 2545 J — — — — — — — - - - - - 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U PROPOSED GRADE Q @ SEWER 2540 2540 Z 0 o' U (n W 0 2535 2535 z 2 L.F. 8 P ® 4 I p ¢ n V N W H H H > W W W m 2530 2530 N V ® ° 36 L.F. 8" PVC ® 0.42% z "I"I" z 31 0 � = = C I I I I r r Q U (? CJ Q 36 L.F. 8" 1 1 PVC ® 0.42% U-� (r) (n Un N O O O O O LdN N N N N N ON O (p 00 m Q 0 2525 2525 N \ \ \ N ~ 18 19 20 21 22 23 24 25 26 27 28 28 M " 0 0 0 0 0 N BARNSTEAD WAY & W RIDGESIDE ST "' " bj 0 HORIZONTAL SCALE: 1" = 50' E VERTICAL SCALE: 1" = 5' T N Q 0 2550 CD ti 2550 2550 2550 O .� v O M O + ^I O N 2i v M - - - - - - - - - - - - - - — = OQ t(DI Z ~ O Q0()N N M m00 Z CD MM 0 Q +N M I Q N M1- r 00 N to r-0 (0 M C5 nW N NN _ vW N NM m N W) m MM M Cn cV ( O + O 2545N ^ (n (nO00N = o N =p + W1 2545 2545 254 + o z �" �o 00 rn .,�1j Njjj \ m C x ., n � @ SEWER cj II — cncn_ Z W _ O zZx EWERN vi — n � n n o ao 00 ao n Of no 00 00(n — N — n U) 000oQ cn cn00 ao — - - - - - — — — — — — - - - - - - - Q WQ— z O Q 0 2540 2540 2540 2540 (n PRO OSED GRADE DROPOSED GRADE o @ SEWER 9 SEWER !^ ce o Q N t.J m Q z Ld Z �i 2535 2535 2535 ° 2535 W I 283 L.F. 8 P ® 0.4 i cn LdCD Z Q Q 63 L.F. 8" PVC ~ Q 2530 ° ® 0.42% 2530 2530 2530Ld v 51 L.F. 8" PVC w 51 L.F. " PVC 0 0.42% CD ® 0.42% z w CD z FEET 2525 2525 2525 2525 50 0 25 50 100 M 9 10 11 12 13 14 15 16 17 18 18 9 10 11 12 12 W AURA DR N WOLCOTT WAY DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6.6 w 1 inch = 5 ft. Vertical (NO.: NOES 14 OF 19 o b F- N U Q D R y 2550 ° o M 2550 � 0, aO�0 > N "I M N 0) OOf WN O mN N pI N II II ao� >- 00 C14 C14 n 0 0) o Z NNjj j Nj , �P W Ln ao = zz Z = II ? �� S �� Q L M to N M `Nn `~n�°°°° b° EXISTING GRADE �1I\ � ��°° 2550 o ti 11 M M °4 Z 2550 2545 2545 - - - - - - - - �00 M,•M N N = N Z Z = NNZ r a p +� Z O N N E 00 00 N N Cr-CO I M OF nn H w = cc':' N z z I PROPOSED GRADE vU W — — EXISTING RADE SEWER m N @ SEWER — — — — 2545 2540 2540 c &2545 m I Z w — J — — — — — — — — — — — — Jw _ - - - - QZ WLW �V m PROPOSED GRADE z f Q @ SEWER W O 2540 � 2540 2535 ° 2535 H � 2 0 A Z J Z N o O V @T49, 2535 2535 2530 2530 Z Jl a W W nnn Z_ Z W 2530 2530 2525 2525 17 18 19 20 21 22 23 24 25 9 10 11 12 13 14 15 0 a o 0 N BEBEE RIVER WAY N WOLCOTT WAYUJ Cl* CIO M HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' ~�(3' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' CZtZi)PO 00 o �o� �_ oo� Q CD oaf 2550 3 M LO 2550 Lo O pp c0 N j Mj a z `� J = w_04 ON C-4 00 00 r- 04 N M CD C0C6 c0 0� _ N o p� N z O L0 + C, + � 1) N N M � Nn 04 O_ O +O 04 U,O M 04 CD N N+O N nN NCO =C14 Cf) F n F ( F OZp C6 I- 042545 O + N Cr- 00 0nn0200 0 n - �M II 2545 +M — O N N~ _ Z o o� 00 ao a Q II z z �N > > ,O +MO o J J J m Q V' V'� 00 00 00 PROPOSED GR DE Cn � Q z z � OO N j Q Q Q @ SEWER vri v~i o' 00 00 Q II z En �a — — — — cn U)o-00 4L 2540 - - - - - - - - - - - - - - - - - - — 2540 EXI TING GRADE — @ SEWER 2535 - 2535 Z 0 8 PV @ 0.62% ~ 372 L.F. 8 @ •4 % 2530 0 2530 1 L. . 8 •4 ° z 23 L.F. 8" PVC @ 0.42% o 23 L.F. 8" PVC @ 0.42% 35 L.F. 8" PVC @ 3.70% I I z z z m � (n V7 Cn W uj w 2525 2525 � N z 9 10 11 12 13 14 15 16 17 18 19 0 0 0 N ALLEY (PUBLIC) & W CARMIN CT Q C� (? C-) Q HORIZONTAL SCALE: 1" = 50' U-� Lrn un Un 0 0 0 0 0 N N CV CV N c� VERTICAL SCALE: 1" = 5' N w 0 C o o C0 00 m o Q 0 N � min 0 0 0 ao ao Cn N CNC4 0 v 2550 Co v w N w 2550 2550 2550 a M N w N) CNNN z CD WO_) N �M �N N � M CD M MO ONE N c) �+ MNIINII O � .OZ.i ONII OII O NO M (0 N O O O) M V 00 � LN ZZO C II CI ^ mNN N r o�O�+ Y) Omn � L + O M M M C4 N NN U, p00 N N ao N 00 00 00 + _ M M N N r- N jI 00C)F- M=p CD 0 m — N MM > > = -- II M MIIp? a_o04� + 0 CII) zz 0c co ao o o = II z = +2545 � 2545 2545� 0000 2545 CN j Oo � � NZ Z o n� ao ao ao » N 04 Ilz wag - - � d II ZZ : � �� - - - En ��_ _ cn —_ Ln Ln o a0 cn cn� a0 00 00 cn cn or 00 Q cID `n `n� °0 °0 PROPOSED GRADE `n `n o✓ 00 °° — — — @ SEWER PR(POSED GRADE — � — - - - - - - - @SEWER 0 .. 2540 - - - - - - - - _— — — — — — 2540 2540 — — — — 2540 V) 0 EXISTING GR DE — w / O @ SEWEF EXI 3TING GRADE Z Q O Q LL m Q zQ @ SEWER I cn O o ch ch 2535 — 2535 2535 2535 Q 0 ° 0 2 0. 0° V m o° z LiJ Z Q 29 — z 30 L.F. 8" PVC @ 0.40% _ 2530 @o 2530 2530 2530 s P cn — LiJ � V) V 36 L.F. 8" PVC @ 0.40% W z Q ~ Q 2525 2525 2525 2525 9 10 11 12 13 14 15 16 17 18 19 20 21 9 10 11 w LLI W EVENTIDE ST PRIVATE DRIVE �' CD 0 w HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' / VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' CD z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q i GRAPHIC SCALE REF. P P-6.7 w 1 inch = 5 ft. Vertical No.: / NOES 15 OF 19 o b F- N U Q D R y Z U) tiJi 0'S'b �� Ld Ld 2550 ��, v v 2550 2550 o o Z 550 J m o of MM cp �MZZDII O)M M O MMM N `no MII Mj �II M— MoMN � Z> NO> � O~O? S ,V` \ L L1 Uai 12)O N N M C NN NMLr) O O C14 M O O N M W N M O N 0, C14 IOO 04 0) II F- (00 NII M Q nnN o,n NII� � �+ c0M N O II � 04 NN 04 C4 O O N Z N =N + 04 00 O N p N _ = NM = 00 O_ 00 00 M +N 00 � Z N �00 M � - V) N11 Of � =2545 N Z = ZZ Z N - � p 2545 2545 j2545 ininsaoo � Q II i) i)mao ao N� ao -ccM 0000 (nF Cf) � V) i cncn- 000000 Q � �� �� � Z � ��� (nn En 22 oo 00 PROPOSED GRADE Znn Cnn 00 9 SEWER PROPOSED GRADE nnnn -j @ SEWER 4 Z — — — 2540 — — - - - - - - - — - - - - - - - - - - - — — Lo. — 2540 2540 — - - = 2540 �EXISTING RADE W @ SE ER EXISTING GRADE@ SEWER - fl Z W W _2535 2535 2535 2535 �j yx ° Z r 2 L. . VC 0. 0° O Z �� v 36 L.F. 8" PVC 5 "M - C ° @ 0.40% 53 L.F. 8" PVC @ 1.93%-4 O m 7 2530 2530 2530 2530 Jl a 69 L.F. 8" PVC 50 L.F. 8" PVC 36 L.F. 8" PVC 21 L.F. 8" PVC @ 0.40% nn Z @ 0.40% �/U @ 0.40% @ 0.40% J� z W 2525 2525 2525 2525 0 9 10 11 12 13 14 15 16 17 18 19 9 10 11 J 0 J I UJ04 0) W RIDGESIDE ST PRIVATE DRIVE 04 Z y HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' O U)n o VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' O 0 0 x ooC) 9 0 (n Z I 0Q� 2555 N N 00 o 2555 CID O z w a O M M M ^ � W .N_. vcc c0 N N WN N - 7 cOO y 0 N LQ ODN MF- Cr;m� N � ^^ OLc_N M v M + Z +Mw "t Q M II O IIZZ II ? ? Mx 11 04 C_/ON j 04 N N N— 00 00 00 N � N MMM � � II N M P7 MN � Z = II F g -- M OD a0 w O n n C) 0400 cf) 2550 o c�nN + ( ( ODD2550 M M M W `n4in i00N 11 wiZZZ 0 - Q W 7 + ] Q 11 0 n � V�0000 � �� = U) o-• Z O x N II Z Z N N 00 00 fn u) 00 00 U No•� II NF-:e _ x N Z Z (n � e e = (n fn 0! 00 00 r d 11 � �' 00 co 00 00 EXIS ING GRADE Q cncno- 00 0o SEWER — - - - - — — — — — — — — — — —Ln - - - - - - - 2545 — — _ — 2545 PROPOSED GRADE 7 @SEWER � 2540 2540 z 0 1 .4 ° o= U (n 2535 ° 38 L.F. 8" PVC @ 0.40% 2535 I 317 L.F. 8 PVC @ 0.40% z 37 L.F. 8" PVC @ 0.40% I 9 0 4 45 L.F. 8" PVC @ 0.40% 37 L.F. 8" PVC @ 0.40% o Q I > wwwm 2530 2530 U U U U U � O O O � 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 w r r r w W CHARLES DR & W RAVENSCROFT DR Q U " " Q � � � " � N N N N N N HORIZONTAL SCALE: 1" = 50' 0 0 0 0 0 N w VERTICAL SCALE: 1" = 5' o oo rn o Q 0 o cN o 0 0 0 j d M N W N N 2560 CD w I 2560 E N W = I N = CD N Q � 0 Q �/� / LO 04 V J coJ W Z 00 Cn N 00 0 I ~I II M� NZ Z M� t oo2555 N � � + pjZ 2555 2555 x N 04 NZZ O 2555 W U') ONO W N N O N O N — ce Q v N II C�7C�7NC o'CD N N N n 10- + Q co co O 00 C � n no-00 00 00 z ( 00 00 ^n pN M 00 + CD O NM N N N N Z N N ZQ U-) N � n n —u 00 00 Q V Z n n 0 0 0 ng —�I I - - - — — �__ Lf) " " O o- zO V) Cn 00 00 000 2550 N > 2550 2550 2550 @ SE ER rz L. II U Cn � EXISTING GRADE cncn ao as ao - - - - - - - - - - - - - - — - - - - - @ SEWER Q — U�f m Q � _ _ _ co L� PROPOSED GRADE Q o@ SEWER � 2545 PRopnIVID2545 2545 2545 @ SEWERce 0 � m Q � Z w I 990 L.F. 8 VC @ 0. 0° z LiJ 2540 I 2540 2540 2540cn —J w z C 0.4 ° / r23L.F. 8" PVC @ 0.40% 37 L.F. 8" PVC @ 0.60% z CD Q 23 L.F. 8" PVC @ 0.40% 2535 2535 2535 2535 Li LLI 22 23 24 25 26 27 28 29 30 31 9 10 11 CD z N SEA BRIGHT AVE & W AVENDEL DR PRIVATE DRIVE w / HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' z VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6.8 w 1 inch = 5 ft. Vertical (NO.: / NOES 16 OF 19 o b F- N U Q D R ~ Z00 v � Cv= O oyb0 O� w O u N N N J � m z 1I pz Q IIjZ jZ C� C14v io 0 N2555 Ln +Ln0 2555 Ln if? 00 11 CD w n CD CD 04 1 11 04 Nco � O-ltN N O �N N I Co Co crZQ _ H M Oo N N N-00 CC!NN n Lo O = jj = r7 7 (V OO N m 0) 10 + `" j j j + > PROPOSED GRADEN N II Ln� U' U'E 00 00 p N @SEWERr- Lrn ¢ - -co �_ = II II F 04N cn F-M nn0. 0 rn vn� 00 m + n�: N � z �- y 2550 N N j j j F— — m n Of 00 00 2550 n ao ao :m Q II z z z Ln ��_ - - cn cn o- 00 00 00 J — — — — — — — — — Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING GRAD o�g & @ SEWER 2545 — 2545 Z W QZ � o ° W n m �J Z W.4 ° � •~ i 1 L.F ELI@ . 0° } vV y C K 2540 2540 Z ' 26 L.F. 8" PVC @ 0.40% J N 1 Z� 5 � 2 a � 27 L.F. 8" PVC @ 0.40% z 0 W W 2535 2535 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Z W W CHARLES DR & N WILLOWSIDE AVE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' O rn a O o v y w N CD lt 00 .Z.�N co 00 � Co on Z Z �II O II II D � � n MZ ZII iZ N II oII O �p OCn 0_Q0 � �N°° `o `0 Kj 2555 O N NN 7cV O ox N 0 255. N N N - 2555 2555 O I co F O ON O Lr) � O C14 +' jO II NCD 'nto LnZO + O + Zo L — Lr) Q �u N N Ln +� NN rnNN + ao 11 �rn O �N II � 000 LnN �Oo r- M 0 N u + n cg jj0 N QO N —N j j j V) ~�' N �mc (n NE Oo Oo N (n o-00 �N j j j � Qg �N> Z 00 N > > > = z z z cn cn ao Oo �n cn o- oo 00 = z z z cn —° - = II Z O Q r7 II � d II cncno- 0000 m N N � - - PROPOSED GRA E Cnn c~n o coICU o vn vn Of oo 00 00 cn cn� 00 00 00 cn cn� oo co co o 2550 2550 2550 @ s 255( y Z @ SEWER N o 0 L D_ - - - —/- EXISTING GRADE J z z z L 2545 — — @ SEWER 94 L.F. 8 PV @ 0• 2545 2545 @ SEWER 254° ° 0 2 C 0.40° LJ 31 L.F. 8" PVC @ 0.40% 2540 2540 2540 254( 31 L.F. 8" PVC @ 0.40% 2535 2535 2535 L 253, o 9 10 11 12 13 14 15 16 17 17 9 10 11 12 13 a_ N AVERILL AVE & W CLASSIC DR W CLASSIC DR HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' o VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' z o � U � (n V) (n � w IF- IF- H > W W W o] ^ U U U U U OMMZO_IZ.7_OMZO — N� \\pONNQ \\U�ONN \\U�ONM \\U�ONN \\pONNNQ toMto O Lq 00O� - M N N N2550 O � � M 550 N COW nnN � � n N + 0 2 ff'j 11 11 N 00OCVNrL0 0 �N IN ^ II II N moN Q0 00 +� to MN fj 0,+� ao NLrI r7 +O r- + N NU:00 N-)N D CD CD CDNN N > an c n o o o o N ~0 n E 00 00 00 m cN @ SEWER co00 v v o ao ao cn cn o ao 00 L') cn o- wQw 0 2545 _ - - - - - - - - - - - - - — - - - - _ 2545 ------------ PROPOSED, GRADE 0 I @ EWER 0 2540 2540 o Z G ° O 0 8 PV @ V) 0 2535TTW 67 0° 2535 W � O Z J � c� z Q LL m Q 0 736 8" PVC @ 0.40% OD Qch 2530 36 L.F. 8 PVC @ 0.40% 2530 0 9 10 11 12 13 14 15 16 17 18 19 m 20 N BARNSTEAD WAY & W AVENDEL DR Q D:f HORIZONTAL SCALE: 1" = 50' Z bi 0 VERTICAL SCALE: 1" = 5' C z L z r� z cn �— o U W z w 0 c? z w CD z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6.9 w 1 inch = 5 ft. Vertical No.: / NOES 17 OF 19 o b F- N U O— R ~ 2555 N 2555 _ �vv U- m N N N Nll :Wz Z - - - - II McM M Cn - - - - - - - - 2 m(O C�OZ i.V" V S k 00 J`� L J w LO O 700 N lM) Ml co co +l!) UZQL NN NM to 0) � � 00 � OMO 0M0 L 0p 11 CNI 2550 00MM (V M coC. I CV> 2550 00 NN NM M M ao p 6' (V nM � N M + 11N^ II II =, O „ � z z p j N� MMN � (n O M (j ~ M00 - � :00) (r p Cn ON N+ Z ZZ C'4 00 Nzz N zz Nn + Z urZO 0 + O O CD CD nno000000z (n � zz SEWER - - - - - - -= Nzz - - - - - - - - - - - - - - - - - n — - - - - �n no 00 as ao n U) ~ V) (n 0:: 00 00 n °� n n ao ro vi�00 ao nN n o�00 0o - - — — — — — J 2545 — — — — - - - - - - - - - - - 2545 f PRO OSED GRADET z � o @ SEWER W A 1 �V m t7 W 2540 2540 � i .4 ° 7 2 C 0. 0° I 313 L.F. 8" PVC @ 0.60% J Z 1 L.F. 8 VC 0.40% 49 L=4=4 .F. 8" PVC @ 0.40% ZZ 2535 2535 O "M2 42 L.F. 8" PVC @ 0.40% L37 L.F. 8" PVC @ 0.40% ll W W v� Z 42 L.F. 8" PVC 0 0.40% m 2530 2530 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 W SUNCOOK DR & N UNDERHILL AVE a o 0 HORIZONTAL SCALE: 1" = 50' 000 VERTICAL SCALE: 1" = 5' CO) UJ 0 00 C,4 Of o� _ ooC) 0 0< zy w� ��a 0 M CO CO N d N M M M M M M M M = MN Mz> z> = II z aMMHz0 =MM O (O M 00 04 00 M co 00M M M N Q N co MMN (p M M N M N M M M W) MM (() I- eq N (V nMN n " M OpZ 25502550 O N NII N 2550 O ( J0 Z rn I- F O ,I II II O n O V N (V (V O � Z V N , 17 ,Ip W � O+ OnNa0 z zO IIrn + O z + - + zO + W f 04 Z O m + N MN M (p (p MZO Z O) + d+ (� OO > ; to Z Z (V Z Z Z C4 ( M N _ Ln M Z O Nm ~Q N M Q n F- rn� n �N MQ — N - nCnM n n 00 n n 00 00 Q N N DE 0 0 o � 0 eao aoN i� i�oao ao ao n n n 00 ao as N - _ 01:: 00 00 00 00n V) 00 00 Z U� EXISTING GRADE cn � (n (n 00 00„ „ (noaoo (n (n o 00 ao @ SEWER(nPROPOSED GRADE N Q 2545 SEWER — — — — — — — — — Z 1-- 2545 2545 — — — — — — — _ _ — — — 2545 — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — =i - - - - - - - _ 11-1 U H PROPOSED GRAD EXISTING GRA E Q @ SEWER E7 @ SEWER � � 2540 2540 2540 2540 z 0 � .4 ° � o' I 58 L.F. 8" PVC @ 0.60% U 71 L.F. 8" PVC w 8L. . 8 PVC@ .4 ° @ 0.40% 2535 2535 2535 2535 3L. . 8 PVC@0.4 % 38 L.F. 8" PVC @ 0.40% 24 L.F. 8" PVCT @ 0.40% 24 L.F. 8" PVC @ 0.40% z 38 L.F. 8" PVC @ 0.40% o U Q 50 L.F. 8" PVC @ 0.40% 2530 2530 2530 2530 N > w w w m 9 10 11 12 13 14 15 16 17 18 19 20 20 9 10 11 12 13 U U U U U Z Z N N BARNSTEAD WAY & W CLASSIC DR W AVENDEL DR Q � (D � Q LO HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' N N N N N 0 0 0 0 N VERTICAL SCALE: 1 = 5' VERTICAL SCALE: 1 = 5' 0 ( ( C4 w o 0 m C o o (D o rn o Q 0 o 0 0 0 j Ln d' rM N Lj N N v(O ^ O) N (0 (0 M M p ([) co Z Z Z - - _ � N> 3 rn +mo o>Z o� ¢NMZZ MZZ Z = Z NN (6 (D O CD 0) N M N M M N N 2550 2555 2555 2550 NOD O~Oz 2550 O 2555 2550 � =)O W N O N O Z + C14 + W + O L 11 Ln Oz CD La `n �i_ � n n�oo a o N 04 00 n (n - - (n � U V^ N �I- n PROPOSED RADE (n (n� 00 as ao (n (n-z n� (n o✓ao (n M ( ( 0 00 00 00 v (� aiaj O M O ( @ SE ER PROP SED GRADE 0 M V^^ ([ M rn N N co a0 M N o04 @ SEWER M N L �� co �� =Z NN + ZO + nn + o� O N � (2550 MM p (nneao 2550 2545 2545 2550 aoMzzp 2550 2545 2545 nt (" �O N N (� (�� zz ° rn zo M NLO N EXI ING GRADE 0 SEWER in V /WoNZZ Zp (0 _ p N ~ - V > > > N 2N C0 N II n � - > d� - 0o WER wM N n Q UO u (n 00 N N — ao (n (n o- 0o ao EXISTING GRADE n n ao 00 00_ IIZZ (n (n 00 @ S WER V) V)�00 z v, N� 0000 � Q N ~ _ _ n a _ _ _ cn (n o- ao o nn EX STING GRADE Q M Q — 2540 2545 2545 2540 ® SEWER cn Ech co 2545 2545 2540 2540 D Q PROPOSEDGRAD IF @ SEWER P OPOSED GRADE @ SEWER L. . C . QZQ zw 2540 2540 2535 2535 2540 2540 2535 2535 Q—ZUpm^ ce bi 1 c o. 0° a- 0 38 L.F. 8" PVC @ 0.40% 34 L.F. 8" PVC @ 0.60% V Z 38 L.F. 8" PVC @ 0.40% 38 L.F. 8" PVC @ 0.40% LiJ � c? z 27 L.F. 8" PVC @ 0.40% 24 L.F. 8" PVC @ 5.00% Q 2535 — 2535 2530 2530 2535 2535 2530 2530 0 19 20 21 22 23 24 25 26 9 10 11 12 12 9 10 11 11 9 10 11 U w � W CHARLES DR W RAVENSCROFT DR N UNDERHILL AVE PRIVATE DRIVE CD HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' w VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' c? z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6. 1 w 1 inch = 5 ft. Vertical No.: i NOES 18 OF 19 o b F- N U O— D R ~ — 2545 O ^M wco I lv ✓ — 2545 2545 ZZ ?Z 2545 dft7 N 0/" 0 - v N N N Ww m0WWf>mJ .1 Ld WU'r7N c0 04 N II II . �rn M N N OO C0 CV 04 CV 04 CD CD04 0, 04 04 N Ld M 04 N N N .0N N E QN N) NM N 11 II C O M O coOZ nO u ui CV C4 O ^ N r7 NN aoao 00 +M ~ NN = n �NII II 2540 2540 ZZo2540 On �I 2540 O aZZ C- C) Z N n n N M M 00 cO 00+r) _ M CC: 00 M NE 0O0000 M ME 000O00PROPOSED GRADE ® SEWER PROPOSED GRADE M M� 00 00 co / @ SEWER 2535 2535 2535 2535 - - - - - - - - - - - - - - 0WEXISTNG GRADE Cc SEWER EXISTING GRADE ® EWER =2530 2530 2530 2530 L— H x K 20 94 V .4 I Z m O 5 "M - chi 14 F. 8 V (� a 2525 2525 2525 ,4 2525 a W W Inly�I�nI Z IJ W 2520 2520 2520 12520 9 10 11 12 13 14 15 16 9 10 11 12 COMMERCIAL ROAD COMMERCIAL ROAD Q a o � HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' ��00rn VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' M CZ Of x UAA O00 04 o v) 9_ O C) 0 (1'a.01 zy �� Ldz�a 2545 2545 2545 � 2545 CVto w o��jLn CD CC) cV CV M N ter` II II �to� O O +^ Z Z O m M= z z z cn v vv M CD O +r-O M M M j j j +M O ¢ ¢ ¢ m Q M M M I� N O L j 2 N Z Z Z N j N N =Ln N Z a a 11 Z N O " N N I I Q — fl') fl') 00 00 00 N H e 2540 O N o o N N II � 2540 2540 N N�00 °° 2540 o r- II o o PROPOSED GRADE o M +M Z Z =o ± 0 SEWER +M O O M j j j 2 N Z O M j 2 N Z Z Z g Q — = N N N 00 N �a EXISTING G ADE `� M00 00 00 ��00 ® SEWR 2535 — — 2535 2535 2535 EXISTING GRADE SEWER PROPOSED GRADE 0 SEWER o 2530 2530 2530 2530 W 0 L. . V ® .62% 78 . . 8 P 0. I ° 8 I PV ® 0.62% z w o � 2525 2525 2525 2525 U H 3: (!1 V'1 N H W H H H W W W 0] N z U U U U U N LU Q') H H H Q U U U Q � � un L LO 2520 2520 2520' —2520 O O O O O N N N N N N 9 10 11 12 9 10 11 12 N N N N N W N COMMERCIAL ROAD COMMERCIAL ROAD o 0 0 o N o Q HORIZONTAL SCALE: 1 = 50 HORIZONTAL SCALE: 1 = 50 co " ' " ' j VERTICAL SCALE: 1° = 5' VERTICAL SCALE: 1n = 5' Ln � r) W N a) 0 E z N a) Q 0 0 O 0 Z Q r 0 — Lu > o Z _ Q LL m Q z O Q o z ccn ch m Z_ o Z Ld / Q — Ld a- w z V) z z W z Q �- U Ld w 0 c? z w c? z FEET 50 0 25 50 100 cn Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 z GRAPHIC SCALE REF. P P-6. 11 w 1 inch = 5 ft. Vertical No.: / NOES 19 OF 19