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HomeMy WebLinkAboutPre-plat PRELIMINARY PLAT FOR :D Q O O SPRINGDAY SUBDIVISION [PRJET W j N P = z LOCATION PROPERTY LOCAMD IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSW 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN J W. USTIC Q d � \ _ O z ADA COUNTY, IDAHO 0 O Z 0:� W W Z v 0 W ® z � j nr W � � LJ • m Z � W f VICINITY MAP Ox SHEET INDEX nn x' Z J 1 OF 8 PP-1.1 COVER SHEET O 2 OF 8 PP-2.1 NATURAL FEATURES MAP Z H� 3 OF 8 PP-3.1 PRELIMINARY PLAT a 0 rz 4 OF 8 PP-4.1 PRELIMINARY ENGINEERING PLAN f Z 5 OF 8 PP-5.1 SANITARY SEWER PROFILES PARCEL R0486000240 PARCEL SO433427800 DEVELOPER PLANNER CURTIS E YOUNG QUENZER FARMS LP W 6 OF 8 PP-5.2 SANITARY SEWER PROFILES 5655 W BECKY DRIVE 5180 W JORDAN LN TOLL SOUTHWEST LLC ENGINEERING SOLUTIONS LLP nnnn W 7 OF 8 PP-5.3 SANITARY SEWER PROFILES N vU Z 8 OF 8 PP-5.4 SANITARY SEWER PROFILES MARTIN TAYLOR BECKY McKAY fl n fl W 3103 W. SHERYL DRIVE, SUITE 100 1029 N. ROSARIO STREET, SUITE 100 u MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 mta�orl@tollbrothers.com beckym@engsol.org EIGHT MILE LATERAL (NMID) -- - -- ------- PHONE: 208 938-0980 0 ---- PHONE: (208) 713-3847 ( ) 1 /i a o 0 63 BLOCK 1 ca 64 61 60 59 58 1C 57 56 55 54 53 52 51 50 49 48 47 46 /45 � bj� PARCEL SO433346600 65 2 ENGINEER SURVEYOR O (o�o J&J HESS LLC PHASE 5 W BEECHSTONE ST PHASE 4 44 ESE CONSULTANTS INC. LAND SOLUTIONS W USTICK RD 66 9C 10' 10' 67 JUSTIN BOZOVICH, P.E. CLINT HANSEN, P.L.S �p 2 3 4 5 7 8 9 10 11 12 13 14 8 0 43 j 3103 W. SHERYL DRIVE, SUITE 100 231 E 5" STREET, SUITE A L- � w Q a MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 O o 68 a 1 C BLOCK 8 5 o 2.0% _ 2.0% C 7 11 42 jbozovich@eseconsultonts.com chansen@Iandsolutions.biz Q z 1 69 0 6C PHONE: (208) 955-6555 PHONE: (208) 288-2040 O p o -i 27 26 25 24 23 22 21 20 19 18 17 16 6 12 41 ca 70 Z 5 BLOCK 7 40 Z Lu O RIBBON CURB W BERGAMO ST 13 Z OWNERS OF RECORD N PHASE 3 ASPHALT PAVEMENT 4 14 39 II ¢ MERE RIVER JORDAN MINK RANCH NORTH SLCC MORRIS & DIXIE RAMBO TRUST ALLEY 2 3 4 5 6 7 8 9 10 8 10 z w P.O. BOX 37 5220 W. USTICK RD. A TYPICAL SECTION 11 7 11 3 5 38 J PARCEL R0962100810 LEHI, UTAH 84043-0037 MERIDIAN, IDAHO 83642 PARCEL SO433346650 � WEST ADA SCHOOL DISTRICT J N.T.S. J& J HESS LLC 12 w 6 1 2 v 2 6 37 J W ALDERSTONE ST W USTICK RD F z I j = m < PHASE 1 o BLOCK e F- Q o 13 a 4 13 W ASPENSTONE ST 1 C S2 BLOCK , w SPRINGDAY PRELIMINARY PLAT DATA 14 Z 3 14 10C BLOCK 5 19 18 17 16 9 11 w 36 1C 15 2 5 a 35 TOTAL SITE AREA 38.56 ACRES 8 12 9 W PINESTONE ST 7 13 Z 34 o F SINGLE FAMILY LOTS 171 BLOCK 3 131 DETACHED SINGLE FAMILY R/W R/W ��o 1 6 14 33 w& ( ) J zl I CL I Y zl 9 2 3 4 5 6 7 8 9 :Ll BLOCK 4IBLOCK 9 ` C 2 ¢ 2 5 5 C.N (40 ATTACHED SINGLE FAMILY) UJ� � � C o 32 WQo QI 37' Q 3 ALLEY PUBLIC 4 16 COMMON AREA LOTS 17 NwI 8' i 8' � w o am LANDSCAPE 33 LANDSCAPE 4 Z BLocK z 3 17 31 COMMON DRIVE LOTS 2 p 5 2 3 4 5 6 7 8 9 10 11 = � 2' S' STRIP STRIP 5' 2' 2 18 30 TOTAL LOTS 190 Cl- SIDEWALK 16.5' - 16.5' SIDEWALK PARCEL SO433347115 6 2 6' 2' 2' 2' 2' 6' 1C c� ASPHALT PAVEMENT J&J HESS LLC 29 WALDERSTCWST SINGLE FAMILY LOT AREA (56.46%) 21.77 ACRES cn W USTICK RD IPHASE 2 W ALDERSTONE ST w % 22 I 1175% PARCEL SO4334388JO 1 7 1 1 1 1 28C JOHN WARDLE 8 BLocK 1 COMMON LOT AREA (21.01%) 8.10 ACRES ssoo w USTICK RD I 9 10 11 12 13 14 15 16 17118119 20 21 1C 22 23 24 25 26 27 COMMON DRIVE AREA (0.36%) 0.14 ACRES RIGHT OF WAY AREA (22.17%) 8.55 ACRES RESIDENTIAL - 37 RIGHT-OF-WAY AND GU TERB PHASE 6 �I RESIDENTIAL GROSS DENSITY 4.43 DU/ACRE w B TYPICAL SECTION wusncrrRv RESIDENTIAL NET DENSITY 7,85 DU/ACRE o 75 N.T.S. AVERAGE RESIDENTIAL LOT SIZE 5,546 SF r Lo \ MINIMUM RESIDENTIAL LOT SIZE 4,600 SF ; CD Lu c \ a a L \ UNDER ROAD ECHURCH 1OF8COHRIST INC N 14 - MAXIMUM RESIDENTIAL LOT SIZE 9,317 SF \ cl W USTICK RD > o o Lv o \ 3 EXISTING ZONE RUT I- \ W#W4YR7REY ST 2 \ \ F PROPOSED ZONE R-8 R/W R/W \\ \\ ? CD N \ \ a \ w ol c: z� VARIES 48'-59' �m w W PHASING PLAN $ 33' VARIES 15'-26' - $ N WI OPEN SPACE SUMMARY LANDSCAPE 26 LANDSCAPE I SCALE: 1"=200' 2' 10' STRIP 6 STRIP 10' 2' QUALIFIED OPEN SPACE AREA (22.04%) 8.50 ACRES 13' �1 VARIES 13'-24' 15% REQUIREMENT 5.78 ACRES 3: I PATHWAY PATHWAY o ASPHALT PAVEMENT I O 11_7y 2.0% 2 0% 1r WAIJFlED OPEN SPACE/COMMON LOTS Q USTICK ROAD BUFFERS (50%) 0.61 ACRES LEGEND SPRINGDAY GENERAL NOTES RESIDENTIAL COLLECTOR BUFFERS 1.02 ACRES O _ DRAINAGE SWALE LOCAL STREET BUFFER 1.30 ACRES �/J � ch > VERTICAL CURB -- PROPERTY BOUNDARY LINE q PROPOSED GRAVITY IRRIGATION 1. SANITARY SEWER: TO BE SERVED BY AN EXTENSION OF MERIDIAN CITY SEWER SYSTEM. V z COLLECTOR - 59 RIGHT-OF-WAY AND GUTTER EXISTING LOT LINE � PROPOSED PRESSURE IRRIGATION 2.DOMESTIC WATER: TO BE PROVIDED BY EXTENSION OF MERIDIAN WATER SYSTEM. EIGHT MILE LOT/PATHWAY/POCKET PARK 2.06 ACRES Q0TYPICAL SECTION ------ EXISTING EASEMENT LINE PROPOSED EDGE OF PAVEMENT 3.IRRIGATION WATER: WILL BE PROVIDED TO EACH LOT, WITH A NEW PRESSURE IRRIGATION PUMP CENTRAL COMMON AREA 1.65 ACRES ~ ~ - OU o N.T.S. EXISTING BARB WIRE FENCE LINE -� PROPOSED STORM PIPE SYSTEM, OWNED AND MAINTAINED BY NMID. THE PRESSURE IRRIGATION SYSTEM WILL SERVE ALL Lv Q 0 °o PHASES OF THIS SUBDIVISION, IN ACCORDANCE WITH IDAHO CODE 31 - 3805(1)(b). THIS SUBDIVISION PEDESTRIAN PATHWAYS/END BLOCK BUFFER 1.14 ACRES W -i �Y1 Q RR EXISTING IRRIGATION COMMON BUILDING WALL/0-LOT LINE = W Q Q FALLS WITHIN THE NAMPA-MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE DOG PARK 0.72 ACRES a_ r EXISTING POWER LINE �..�..�..� PROPOSED PHASE BOUNDARY ASSESSMENTS OF SAID DISTRICT. ��/1 EXISTING SANITARY SEWER LINE PROPOSED SEEPAGE BED 4.STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. THE STORM DRAINAGE SYSTEM WILL V 1 BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN AND CURRENT ADA COUNTY HIGHWAY T EXISTING CABLE TV PER UTILITY MAP ® PROPOSED SAND AND GREASE TRAP cn DISTRICT STANDARDS. EXISTING WATER LINE ®o PROPOSED STORM MANHOLE 5.UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITIES OR IRRIGATION R-8 ZONE BUILDING SETBACKS Ld Q < m CD EXISTING EDGE OF PAVEMENT PROPOSED STORM CATCH BASIN FACILITIES LOCATED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. > z EXISTING EDGE OF GRAVEL MINIMUM PROPERTY SIZE/DWELLING UNIT 4,000 SF Q Q R/W R/W ® PROPOSED GRAVITY IRRIGATION BOX 6.ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, O � n o I I J zl EXISTING STORM PIPE O STREET LIGHTS, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY MINIMUM STREET FRONTAGE 40 FT U V Q w I PROPOSED GRAVITY IRRIGATION MANHOLE 77' w wI -- PROPOSED LOT LINE PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED z Z WITH ALLEY LOADED GARAGE, SIDE ENTRY GARAGE 32 FT Q A PROPOSED FIRE HYDRANT DRIVEWAYS AND WALKWAYS TO EACH LOT. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A FIVE J - VARIES I 8' w -- PROPOSED RIGHT-OF-WAY 5 FOOT PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE FRONT SETBACK TO GARAGE W� I 8 , I Q PROPOSED SANITARY MANHOLE ( ) z 2-3 LANDSCAPE I LANDSCAPE PROPOSED ROAD CENTERLINE WHICH IS NOT ADJACENT TO A PUBLIC STREET, AND OVER THE TEN (10) FEET ADJACENT TO ANY i ; 10' STRIP 12' STRIP 10' 2' N AVELLINO WAY STREET NAME LOCAL (MEASURED FROM BACK OF SIDEWALK) 20 FT Irj CD 21.0' 21.0' PROPOSED 3" ROLLED CURB REAR LOT LINE OR SUBDIVISION BOUNDARY. z PATHWAY LANDSCAPE PATHWAY PROPOSED STREET LIGHT a- V MEDIAN 7.THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH APPLICABLE MERIDIAN ZONING ALLEY 5 FT PROPOSED 6" VERTICAL CURB & GUTTER U c ; 2' ASPHALT PAVEMENT VERTICAL 2 2 6 ® TEST PIT/MONITORING WELL AND BUILDING ORDINANCES. FRONT SETBACK TO LIVING AREA SIDE ENTRY GARAGE LLJ < CURB PROPOSED 6" VERTICAL CURB (NOT GUTTER) MAILBOX / (n Q 8.SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE - REFERENCE FIRM o I 1.75% 1.75% PROPOSED 5' SIDEWALK SIGN PANEL 16001CO139J, DATED, JUNE 19, 2020. LOCAL 10 FT y 0% 2.�y r uo , , , ,\�\�,,n,, \\�, �\,n,,, , ,,,,n�,n,,,,n�,n,,,,n� PROPOSED 8" SANITARY SEWER BLOCK 4 BLOCK NUMBER 9.DIRECT LOT ACCESS TO W. USTICK ROAD IS PROHIBITED, EXCEPT THE EXISTING HOME AT 5220 W. ALLEY 5 FT \�\\\ \\\�\\\� \ USTICK ROAD. o ` -►-+�'•-►- - PROPOSED 10" SANITARY SEWER 10 SINGLE-FAMILY LOT NUMBER INTERIOR SIDE SETBACK (0' FOR ATTACHED SFD) 0 & 5 FT DRAINAGE SWALE VERTICAL CURB -r-• PROPOSED POTABLE WATER 15C COMMON LOT NUMBER 10. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE AND GUTTER ,:. PROPOSED 12" POTABLE WATER ®®Q MONUMENTS WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. REAR SETBACK 12 FT o 11. LOT 1C, BLOCK 1; LOTS 1C & 12C, BLOCK 2; LOTS IC & 12C, BLOCK 3; LOTS IC & 10C, BLOCK DATE: SCALE: COLLECTOR W/MEDIAN - 77 RIGHT-OF-WAY 4; LOT 1C, BLOCK 5; LOTS 1C, 5C & 9C, BLOCK 6; LOTS 1C & 9C, BLOCK 7; LOTS 1C, 6C, & 15C,co STREET LANDSCAPE BUFFER 03/17/2025 AS SHOWN TYPICAL SECTION BLOCK 8; LOT 1C, BLOCK 9; LOT 1C, BLOCK 10 ARE COMMON LOTS TO BE OWNED AND MAINTAINED COLLECTOR 20 FT -j D BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. DESIGN: DRAWN: N.T.S. ARTERIAL 25 FT JEB j ALH 12. LOT 1C, BLOCK 1 IS A COMMON LOT WITH A BLANKET EASEMENT FOR THE EIGHT MILE LATERAL, i UNDER JURISDICTION OF NAMPA-MERIDIAN IRRIGATION DISTRICT (NMID) AND SHALL BE OWNED AND MAXIMUM BUILDING HEIGHT 35 FT JOB NO.: FILE NAME: MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. 8066 066-SD-S-COVER-P w 13. LOT 29C, BLOCK 1 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 25-28, BLOCK 1 AND REF. P P . 0 LOTS 63C, BLOCK 1 WILL BE A SHARED DRIVEWAY FOR THE BENEFIT OF LOTS 64-67, BLOCK 1. THE NO.: LL En SHARED DRIVEWAY LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION OR z ITS ASSIGNS. SHEET NO.: 1 OF Q i v z PARCEL R0486000240 PARCEL SO433427800 = N CURTIS E YOUNG QUENZER FARMS LP Of R n 5655 W BECKY DRIVE _ 53_ — — — — — — — — — — 5180 W JORDAN LN z J 2540 2540 2Sg0�— 2541/— 0 b0 O Ld — — = EIGHT MILE LATERAL (NMID) _ — _ — — —_ — —__—__—__—__—__ — — �— ---------------------- ------ �54� —�� OHP OHP p N AZ LU c� _ -S -- - 89'16'57°E 1318.87'— — — — — _ _ _ _ _ _ — -----_-_-- Ld P 2 w �535-- 41 ~ -7538 — � — ------ ----=—=—---------- ------ -- s� ��\ 5 M In \ 1 o y 3B �2 0 0� / / \ \ / �_ 2540 \ b Q d 5 00 z LLJ WZ f /2539 PARCEL SO433346600 / I II Q z J & J HESS LLC W � W USTICK RD ZW III LLI _ � y / Ro/ x I I Z t/l Z � t 5 V � _ W o 0 0 I I CO) E.4 (000� Of �Q`` III ��� / / of Z Cq IINI (0 —2542—— / O-r7 I IIII CD Q Z o N / PARCEL SO433438957 I III,,, y MFRE RIVER JORDAN MINK RANCH NORTH SLLC I 0 N 4) O 0 W USTICK ROAD PARCEL SO433346650 z /254� I l l z I o PARCEL R0962100810 � J & J HESS LLC / TOTAL AREA = 36.67 ACRES I III I WEST ADA SCHOOL DISTRICT W USTICK RD I I-I W ALDERSTONE ST / I ;� = - Q Q o �2s¢3 I I w I !CD i2542� ' I !111 ADJOINING PROPERTY OWNERS / 25' — PARCEL VILLAGE Z W YDENUSTICK VILLAGE HOA INC W USTICK RD w p PARCEL R4588110030 / O JAYDEN VILLAGE HOA INC N O N CHRISTIAN WAY Ld CD CD PARCEL AYDAN VILLAGEO010 HOA, INC \ / ' r•Mj Y \ i \ N CHRISTIAN WAY �2544- \ !I N o N PARCEL R4588110830 \ I I w a= ® JAYDEN VILLAGE HOA INC U N CHRISTIAN WAYOf z a m PARCEL R4588110840 ~ \ ¢ O5 JAYDEN VILLAGE HOA INC m I -2543� W USTICK RD o � _ \ - `-2545� \ �I I II PARCEL R8528160250 � � 6 TRICIAS SUBDIVISION HOA, INC z z II EXISTING TREES \ �; O N SWEETWOOD AV U1 Lwj EXISTING CONCRETE DITCH n I I — \ — — EXISTING CONCRETE DITCH No w \ _ \ EXISTING CONCRETE SLABS o _N89'18'45"W 175.00' \ > al \ �2542� N89'18'45"W 300.00' II' II W ALDERSTOM ST Q PARCEL SO433347115 \ \ w III ss ss ss J & J HESS LLC \ ?s,,3 / W USTICK RD c I PARCEL SO433438830 I- — — _ _ \ �zS�? \ \ I G I Q JOHN WARDLE \ / �2546 I I � a_ W Z n 5600 W USTICK RD \ ` I o o O o Q O x \ \ �� 5R6 r�N w r7 W w o \ \ oo �6\ ate\ \ I I /� 0 0 owo ooZ O ,ri ¢�� \ \ I PARCEL SO433438850 �I I o(n o w w m cn N g LL ////''�� x o 2S EG N� �} N�� owo VJ Z 04 o MORRIS & DIXIE RAMBO TRUST I ;I III w o z zo rn Q w J � 0 � 5; --I O < W \ 0 5220 W USTICK ROAD o0 J z0 0o o a c z n X \ \ I !I N—N �J W W CO J w 2540 \ \ �x \ TOTAL AREA = 1.89 ACRES I I I I ¢w o o 1_I Q U o N > } \ \ EXISTING FENCE \ °N° c� N '� II W �w a ¢¢ o � Q \ o I zQ W�� Q - a Q Fo Z \ \ \ \ I I N ° / 11�2549 o ¢ n LL Q (L� / CL NO \ x I Wrn 'ems N CD OVERHEAD POWER LINES 1l w ?ram I I LL / 2540 u7 Q !C!^) >� \ i2"sL' < z¢S\ ��-� — -•�— � Lv 77 CD z W llx / X m O Q ® © w ~ / J J, '^r' / Ili `1\ O Ocn} O W} O } C.4 o Q I / o w o w O w °O Q} o_ w PARCEL R8528160200 O�'W Z _ Q� r co �_j� C� o�w W oQ� O w� 0OJ� OOW� �m� oow� eo�� ���� NATALIE CRANE oo=� W \\ JUO II I L00 o OOQO � O 000� QO�� v NQ� w z g g n z n ,n N o R,a v�� PARCEL R8528160190 5180 W MCMURTREY ST In (n 0 �oU ��U Q:: W cg.) �g� �" J00 U z I 3 0- c� o �c J NANCY L MILLER __j �_� J� LUw� LdP� wg� ���Q�c� ��p�°�5 5196 W MCMURTREY ST �Q� o \ In nto r7 In w N Q o Q J p n o PARCEL S1204120800 N Q LINDER ROAD CHURCH OF CHRIST INC ��0 \\ �\ W USTICK RD z DATE:03/17/2025 cn SCALE_ 80' I \ \ d,,� DESIGN: DRAWN: o O N PARCEL R8528160210 0 Q JEB ALH o } WENGEZHANG LIVING TRUST `0-z w \ \\ o w 3130 N ELISHA AVE N z �,cn�, FEET JOB NO.: j8FILE NAME: 00- = PARCEL R4588110070 PARCEL R4588110370 � 0 80 0 40 80 160,r,J 0 8066066-SD-S-EXIST-PP ck:U a HEDRICK & SARAH CASEY JAYDAN VILLAGE HOA, INC J m \ \ _ 3093 N CHRISTIAN WAY N o �, 3085 N ELISHA AVEu� 0-Qz (REF.NO.: PP-2.1 GRAPHIC SCALE z \ L 1 inch = 80 ft. Horizontal SHEET NO.: 2 OF Q i v z M 0 PARCEL R0486000240 IIL II ¢ ZONING RUT PARCEL SO433427800 W CURTIS E YOUNG L W z QUENZER FARMS LP 0_ 5655 W BECKY DRIVE R n J W 5180 W JORDAN LN I-_ ` - - - - - - -wN � J ' - - - L =N - - - - - - - - - rn o o w - - - - ��z=_-=-_===-_-_-== -- -- - - - - - - - - - - ---- - - - - - - - - - - - - - - - - -=-=- - - - - - - -=EIGHT MILE LATERAL NMID _ - - - - - - _ - - - - - - --_N89'16'57"W= - - - - - - - ------- - - - - - rif COD ��� _ - - - - - - - - - - - _ - - - - -_ - _ - -________- -------------_ __- -��\ _ - -� - - - - --- - - - - - - - - - - - - - - 1318.8T - - - -___ - - =��� N �P = w N ----------_�__---- =1271' -- - 2540 - \ \\ _ ���������������M 0 �_ i' S Gj� Q ----------- �____ -� \\\\ - - 140' S5' 55 55' 55' - - - - _ / 77p SF 55' 55' 55' 55' 55' 55' S5' S5, 55' S5' 55' 89 13' / \ / I 6,30000 SIF / 1 ( I O " I 140' / / _ / I IIII I z _ _ _ I II LEGEND I^ BLOCK 1 96•� I 110' 30' I a / ^ � J I� I , �I I� IN I� I ✓ I- I- I- I-_ I� a 61 60 59 58 57 56 55 54 53 52 51 �' So a9 I ae I 47 I r ® / \ I I \ PROPERTY BOUNDARY LINE F 4,950 SF nl 6,485 SF I^ 6,325 SF I� 6,325 SF I^ 6,325 SIF ^I I^ 6,325 SIF I� 6,325 SIF I^ 6,325 SF I 6,325 SF I 6,325 SF I 6,325 SF I 6,325 SF I 6,325 SF I 6,325 SF I 6,325 SF I 6,325 SF I 7,596 SF /4 III V Z 110 ti5�9 / 45 s?• \I II - - EXISTING LOT LINE W - - I� it l f as a3 9,318 SF EXISTING EASEMENT LINE rrw� ZONING RUT I EXISTING BARB WIRE FENCE LINE 65 / � 55'- 55' S5_ 39' S5'- 55' 55' 55' S5' 55' 55' 55' 55' 55' 55' 5' 26' ��� I I I d Z `1 J PARCEL SO433346600 I 4,950 SF� 13,272 SF 3S - - 10' _ W BEECHSTONE ST I EXISTING IRRIGATION W & J HESS LLC 615' _ 3j, o 221' w usTlcK RD I / hk - - - EXISTING POWER LINE W 66 �� N0%� 9Sa 9,215 SF I I I n Z f 1 4,950 SIF 5' �r3Z 45' 45' 45' 45' 35' 45' 45' 45' 45 45' 45' 45' 45' - - 183' ,e � EXISTING SANITARY SEWER LINE W `I�i = 110'_ 4' 4- ti� N 9C s TEXISTING CABLE TV PER UTILITY MAP3T - 5,448 SF 234'_ s7 11 j \ 119' / I I EXISTING WATER LINE �/U X 5,175 sF / \ 43 I EP EXISTING EDGE OF PAVEMENT z / ❑ ❑3 EKI � ❑7 ® ❑9 10 11 12 13 14 v / ® 7n \ 10 ❑ / I IIII z H 115' 1�5,175 SF I 5,175 SF I 5,175 SF I/5,175 SF I I 5,175 SF I 5,175 SIF I 5,175 SF I 5,175 SIF I 5,175 SF� b,175 SF- L 5,175 SF I 5_175 SF^I 6,327 SF N 6,562 SF �' a �31 SF II II EG EXISTING EDGE OF GRAVEL O Z = v _ _ EXISTING STORM PIPE a 21' 37' 115' I - 119' 116' I 5,175 SIF a ti I W �I / BLOCK 8 / I I - - PROPOSED LOT LINE I 115' 45 _ _ 45 45' _ _ 45 - - / 1 'n ❑7 to 11 '� 42 �n II / I�J�JI ❑ ❑ - - - - - - 5C I I� 6,327 SF 6,564 SF 1 � 6,366 SF �' I PROPOSED RIGHT-OF-WAY I� & 6,832 SF 6C 45' 45' 45' 45' 45' 45' 45' 45 I III I Lu w 8,062 SF 4,430 SF nn _ PROPOSED ROAD CENTERLINE �/(/ z 5,175 SF a N - - - 116' I COMMON BUILDING WALL/0-LOT LINE W 115' ¢ 5 g Z I W I I I I�� n n © 2 41 N AVE11M WAY STREET NAME 59, 31, ~ 27 2s 25 2a I I I I I I n n .)II 7o z ❑ ❑ ❑ ❑ 23 22 21 20 1s 1s v 1s 6,327 SF I 6,564 SF I 6,378 SF II I ® TEST PIT/MONITORING WELL 5,175 SIF 7 � 15,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF 5,175 SF MAILBOX O 115' Z // 115' 19' II 116' 1251 IIII d SIGN a o 0 ?e• �� �� ❑ aLocK 7 �I 40 IIII CZ BLOCK 4 BLOCK NUMBER Lj�rn - 2 11' 45' 45' 45' 45' 35' 45' �45' 45' 45' 45' 45' 45' 45' ;ft/ 106' - 398 - - k1 - - - 1 s,32�F/ 13 "I N s,3e9 SF i I I II 10 SINGLE-FAMILY LOT NUMBER ,�o 33' _ 190' W BERGAMO ST / \ 6,s64 SF 5c O �� M - -M - 267 M. 1 - - I - - 1I 116' I COMMON LOT NUMBER Of o _ 115' 9' I I I ,III I- �Q MONUMENTS 11' 45' 45 45 45' 45' 45' 45' 45' - - '132' ? 9C -� ? ❑ 1 39 ;� I I I I - / ti0 r' s• by _ _220' 3,744 SF 190 bo s• 4 I 4 6,401 SF I U EXISTING CITY LIMITS LAJ W Q o 6,327 SF 6,564 SF I I 119 ao 113' 113' 113' \ - / / I I I I Q <Z solo - - _ o I I O N I I ❑ I ❑ I ® I I © I El I= 111 I= 'I / 5,173 SF I / 5,173 SF 5,173 SF w l w Q ❑ I III I i IIII of o I^5,175 SF I 5,175 SF I^5,175 SF I^5,175 SF I^5,175 SF I^5,175 SF I^5,175 SF I^5,175 SF^I - - - - >I� ❑3 5 ml I 38 w°O o / 115' 0� 115' 115' Z 6,327 SF 6,564 SF Q 6,412 SIF I Z g o cN 33' N26' 31' / / 37' I 11 a `� ❑ UNPLATTED 5,175 SF ,{ 5,175 SF I� 5,175 SF 15. - - J 117' I ^ I SPRINGDAY PRELIMINARY PLAT DATA LV o L 59' 45' _ 45' 45' 45' 45' 45' 45"" 45' - `a - - 2 Of W - I I z N PARCEL SO433346650 - - - - - - - 115' - 37 , J&J HESS LLC / -. 3-7 ►� n5 n5 ❑2 s z " 5,255 SF I I I�' w TOTAL SITE AREA 38.56 ACRES W USTICK RD I ;n 12 r,� I 1- © I Z 6,327 SF 6,564 SF - - - - - / 5,175 SIF 5,175 SF 12 I m I I IQ SINGLE FAMILY LOTS 171 J z 115' 115' - s,115 sF �� 115'_ _ _ 119' I I I i I (131 DETACHED SINGLE FAMILY) = m Q BLOCK 5 - 234' / 220' 8. C v� 1 J 0_ / 115' W i_ 220, BLOCK 6 5,459 SF_ 94' BLOCK 1 I 40 ATTACHED SINGLE FAMILY 82,538 SF / M Q 115'i'75� 4,702 SF- - 115' ( ) 190' 271' 0 1C 13 / ® �, 13 177,770 SIF I I I LEI COMMON AREA LOTS 17 1 - - - 20 5,175 SIF I I / 5,175 SIF -5,175 SIF al W ASPEN STONE ST \ - I II j J COMMON DRIVE LOTS 2 115' Z 1-�15' 115 ti� 10C ?B. TOTAL LOTS 190 14 a_ ❑3 I o 1 _ _ 7,155 SF 234' _ M N 21.77 ACRES 0 1 z � I �11\ I II CD ; SINGLE FAMILY LOT AREA 56.46%o \ 5,175 SF I 115 119' I I I ( ) / 5,175 SF 5,175 SF 9 COMMON LOT AREA 19 I 8 I 17 I 16 I^ 115' - - `1 5,176 SIF � 11 � 3I> � 5,281SIF\ \ �I II FI!l 1 (21.D1%) 8.1D ACRES 115' 115' 37� 5,370 SF6,327 SF 6,325 SIF -6,325 SF I/6,636 SF 15 15 115'_ _ I - 119' _ ICI I 1 COMMON DRIVE AREA (0.36%) 0.14 ACRES 5,173 SF F 51173 SF I 117 I l :EIGHT MILE LATERAL RIGHT OF WAY AREA 22.17% \5 113' 113' 113' / 11 _ 3' ,n ® 12 r, \ '�� _ - - 5 ' 13 42 55 55' -115' - - 0a ��5,173LS 190' 1C 220' �h I 5,176 SF 5,370 SF �I I 5,288 SF II i I FROM ( ) 8.55 ACRES O RESIDENTIAL GROSS DENSITY 4.43 DU/ACRE ~ 4s. - - - - 3,744 SF* 115'- - - 119' o \ - - - RESIDENTIAL NET DENSITY 7.85 DU ACRE y tik R1�0.0� 96 210' 267' 118' -� W PINESTONE ST _ _ M s,37o sF ❑ I j I F ❑ 13 I_ 34 n I l z s,17s sF AVERAGE RESIDENTIAL LOT SIZE 5,546 SF 6,474 SF I I 'I I o¢ 40' 40' 40' 40' 40' 40 40' 40' 40' 40' 115' _ I _ 119' ? 28 e ?e• I 4 _ \ I _ _ I II j I M MINIMUM RESIDENTIAL LOT SIZE 4,600 SF aLocK 3 _ _ r25 © � 14 r of n8 I I II IIN N MAXIMUM RESIDENTIAL LOT SIZE 9,317 SF 3T 20' n o o _ 5,176 SF \ v c6, 20' 37 \ 5,370 SF I _o 33 7n I w w 3 115' 119' EXISTING ZONE RUT ❑ 1 I 1 ^I �l I ^I 1ITEI I - - - - - \s,aas sF I I I ' N w Q _ N 177,770 SF 115 �- 4881 SF 4,879 SF I 4,880 SF f 4,880 SF I 4,880 SF 1` 4,880 SF 14,880 SF 4,880 SF I 4,880 SF 4,880 SF I I BLOCK 4 �\ - I I V N PROPOSED ZONE R-6 m /\LOCK 9 - - = - - - al 1C I 1 12C 5,176 SF I 15 a 8' 4,600 SF- - - 2,040 SIF 2,058 SF 5,370 SIF I I 1, � 27,974 SF \ 6. 115' _ I ?s - - - / 115'_ _ I - - 32 \ nl I- VI z z I 119' I 6,497 SF I I II L6 I j 40' 40' -40= 40' 40 40' -40'- 40' 40' 40' ® 16 N4,600 SF 0¢ \ N - ALLEY (PUBLIC) - M -�- -5,176 S� 5,3\SF 115' Z 40' ,40' 40' 74C� 40' 40> �, �,\ 40, ` PARCEL R0962100810 N cj N wN \ \ao O - IWEST ADA SCHOOL DISTRICTCD � `\ li d• � ❑3 17 - 6,509 SIF n I III III W ALDERSTONE ST 1 4,600 SIF n -175' I w o \ �� ZBLOCK 2175.00' 115 N N c� 20' 37' I I I lilll� 5,176 SF �* 15,370 SF �+.- _ I (FUTURE ELEMENTARY SCHOOL) �� N o_ 115_ 118'_� I .I, w N S89'18'45"E ZONING Rg \ ❑5 1C I ❑2 N ❑3 ® 0 © ❑7 ❑9 o n 1Ld I 4,600 SF 2,035 SF 4,872 SF f 4,880 SF I 4,880 SF t 4,880 SF I 4,880 SF t 4,880 SF I 4,880 SF� 4,880 SF I 4,880 SF t 4,88❑0 SF I a 5,17❑s SF a 5,370 SF 30 III o \ \ :r 2, 6,520 SF II I Ilf Z 119' 25' I I 2,058 SF 115' 119' - 2 III 0 234' - I I1 ZONING RUT \ �'� 5,856 sF �� I ?� 6,6;e sF nr­\ k - a 29 I� �I W ALDERSTDA/E ST s 28' 40' 40' 40' 40' 40 40 40' 40' 40'\ ❑ I I c' f6\S4• - - 18S a n Q A \ \ \ 5,548 SF PARCEL SO433347115 0 2 J& J HESS LLC 123 o•� W ALDERSTONE ST a5°! ,�, -� W USTICK RD NOT A PART 31' - M 427 \ - _ ^ _ 221' - / �Z 130' I I III I 6'� 2,967 SF /135' BIRCHSTONE CREEK Q ❑j 28' 39' 40' 40' 40' �4\ 40' 40' 40'� 40' -40' 40' 40- 82' 45' 42' III PARCEL OWARDLE 30 \ \ -6,983 SF /. 3' �1ti6 \ \ \ 45' 45'/ 45' / I hill SUBDIVISION Z o Q • \ 5600 W USTICK RD No o BLOCK 77' 0 O \ I iV <V N I I \ O W p p O Z LL_ � \, NN � 7,103SF � I- - T- - � \ \ II or' ❑g o 0 0 - �0 to to to ho, to to to to of \ o I � ' _ 27 `� I'll O �o NON owl U7 N I / 1O N 11 N 12 N 13 N 14 N 1S N 16 N 17 N 18 N 19 N 20 N 21 _N N 22 N 23 �n N 6,928 SF I 4,gp0 SF 4,800 SF I 4,800 SIF 4,800 SF'1�4,800 SF 4,800 SF I 4,800 SF 4,800 SF� 4,800 SF 4,800 SF I 4,800 SF�4,80❑0 SF I I^ r-I •-I 24 25 26 7,061 SF I I I I Il Il o o`-.I`z o c�''' rn a w O I- 5,400 SF 5,400 SF ^I ^I o z o 9 0 5,179 SF 5,187 SF 5,195 SIF I I l l o. z N o ¢¢ z O __ U N O¢ �o B�• ` \ \?S¢? \ \ \ \ I Illll 11 �03 U I� I ono � 9Lo a_ Q oo �. 40' cn ;II Z Q 0 Q 84' �' 40_ 40' 40 40 40' - 40' 40' 40' \ 45' _ 45' l� 45' _ 45' 45' 50' I Y _ / ^ 48' 29' - - - - - - Ee � w r � I - - � � ?��\ \ \ \ \ _ I � � � II II,IIIIII � � � a 748' � 300' _ - - - - _ _ L.I� ___ _ - - - _ _ ��� 5 5 y h EXISTING MERIDIAN CITY LIMITS �_ Z Q � fff� M�af mff mf - - -2 - - - - ,2 - - - - LP O ss ss ss - -ss s ss ss ss ss ss ss t Nfm�=f=�fm�Nfm�fm m m m m m Q -T EPT -= - _ - T= T=====�____ - - - - T - - �_ r - = _ ="SW 1144.22' \ _-_________- - - - - - - - - - - - - - - - _ - - _ _-_____ - _� �S89'18'45"E�-EP= - � � EP��P\_ \ \\` �I \ r� - _- _ - - - _ iz ci mac= iz ci <= - - _ �P- Ld z LLI O I z \ _� (r ZONING R-8 u) I� zIlko I I / z� N ZONING R-8 a N NxU I I I // � } O OU W �\ I o\ l r J oo w K co m h w �`� p PARCEL R8528160200 m Ljj U \w z 00¢M ao o ao o oo a 4� � NATALIE CRANE ,N 3 x (n Q ��z v aw 45G� co¢ 3 z n n¢ v PARCEL R8 5281 601 90 m wW� Jw Z Jx O \\ ao I gym" ��`� �w� �� ��� a�J� NANCYL MILLER 5180 WMCMURTREY ST w i0] U�3 U33 U�3 Ur= w-3 v�V�' U¢ � ¢ Q� 5196 W MCMl1RTREY ST W co 3 O V awl vQ2 � ,�0,0 a�voi d M d M ¢ Q Q$ NO Q�J d cL i \ \� \ ZONING C-C O PARCEL S1204120800 Q nQ c�RN\ \ LINDER ROAD CHURCH OF CHRIST INC ^o o \ / \\\ \\ \\ W USTICK RD W MCMURTREY ST I v - DATE: SCALE: 03/17/2025 1" 80' \ \\ DESIGN: DRAWN: PARCEL R8528160210 000 0¢ JEB ALH O I \ \\ o WENGEZHANG LIVING TRUST x a o r 3130 N ELISHA AVE mow JOB NO.: FILE NAME: FEET 4 w \\ \ c J w PARCEL R4588110070 's o � \ n W PARCEL R4588110370 m 80 0 40 80 160 8066 8066-SD-S-PLAT-PP w W a HEDRICK &SARAH CASEY JAYDAN VILLAGE BOA, INC o x 3093 N CHRISTIAN WAY < [REF. P P 3 1 3085 N ELISHA AVE <z \\ \\ a�M JAYDEN VILLAGE TRICIA S SUBDIVISION GRAPHIC SCALE No.: \ \ SUBDIVISION N0. 4 I 1 inch = 80 ft. Horizontal NOES 3 OF 8 / / I o I PARCEL R0486000240 I PARCEL SO433427800 CURTIS E YOUNG QUENZER FARMS LP \ 0_ 5180 W JORDAN W F_ 7 �, 5655 W BECKY DRIVE o \ O ��' py J7p�CO N1W 0 b0 m Ld 36 q—S---Dy'q 36"GI t--�36"q = -—36 q—�--��r _—__ p n -- -' 'd—t— Z O O 38"q E 36"q —OHP OHP OHP o W N �� z _ o �v� SAP �� Q _ _-----_---- - - _ _ -- � LEGEND 2542 N 63 14' PATHWAY 5' PATHWAY Q \ PROPERTY BOUNDARY LINE z 0 \ EXISTING LOT LINE 3 I N I I so BLOCK 1 se � � � FL 15 � EXISTING EASEMENT LINE 10' PATHWAY 64 61 51 50 49 EXISTING BARB WIRE FEN CE LINE vnnnnU J�a5 IIRREXISTING IRRIGATION f I 62 25 - - - I I EXISTING POWER LINE I W PARCEL SO433346600 1 1 w� w w w w w w w w w w w— - - - - — EXISTING SANITARY SEWER LINE Z J & i HESS LLC - - SSMH 16 W BEECH5.•TONE STD w w w—mow w w w w W W USTICK Ro ss ss < ss < ss < `SSMH 17 25 ' 25a3 SSMH 18 z542 T EXISTING CABLE TV PER UTILITY MAP m 3 ss < ss < �sc1i� < m I ss < ss SSMH 19 w��& a4 I W `-��s SSMH 20 I I EXISTING WATER LINE o _ _ SSMH 14 TRAFFIC CALMING ——————— 9C ————— SH\\ Ec _ EP EXISTING EDGE OF PAVEMENT > O = SSMH 13 - - £ EXISTING EDGE OF GRAVEL N 67 I 0 VATHWAY I I!I I EXISTING STORM PIPE 1 n ® ❑5 ❑7 ® ❑s 10 11 12 3 14 N I ® 10 N I 43 n — — PROPOSED LOT LINE Z H II' I ;3 3 (0Z PATHWAY w = l I I I I I eLocK asl I I I I I I I I�I I I PROPOSED RIGHT—OF—WAY ~ f 68 ¢ I I sc II - - - - I �� � ❑ I Q I I 2542 I'I �I I - - PROPOSED ROAD CENTERLINE ❑ O f J ilc I _ _ III I I a2 PROPOSED 3" ROLLED CURB PI _ _ I I ❑7 11 ❑ I� PI PI � PI PI III ❑ I I 1 I I I a W z 3 I I I I 2543 I I I I I SSMH 22 PROPOSED 6" VERTICAL CURB & GUTTER Rnnn z 69 O i I I I - - - - - - a �=/V Z 115c SSMi 32 4' PATHWAY PROPOSED 6" VERTICAL CURB (NOT GUTTER) n n n W 2s I 25 I 2a I i t I 23 I I I I I I I I ¢3 © 12 3 I 41 I PROPOSED 5' SIDEWALK u Z ❑ ❑ ❑ 22 21 20 19 18 17 16❑ ❑ 70 � ❑ ❑ ❑ ¢ I I 1 I � ess PROPOSED 8" SANITARY SEWER _ - - > > PROPOSED 10" SANITARY SEWER O 3 ram; - a o 0 Ld, 5 -w w w- PROPOSED POTABLE WATER � - ti _ 2 I - S BLOCK 7 J N v I I ❑5 13 N I ® p PROPOSED GRAVITY IRRIGATION Lj C W W w 3 I n SSMH 7 W7 w w w w w w w 254 w w w w w W, w w w w w w Z I I I ; PI PROPOSED PRESSURE IRRIGATION t(i1 PO o SSMH 40 ss ss SSMH 8 �5 W BERGAMO ST SSMH 9 2543 SSMH 11 - - - - O - I PROPOSED EDGE OF PAVEMENT o ss — ass < — < ss < ss < — < ss < — — — _ — ❑c — — — ® 14 ; ❑ 1 so PROPOSED STORM PIPE o 39 H TRAFFIC CALMING 2s �' N 3 I I I I a f COMMON BUILDING WALL/0-LOT LINE 9 o 0 II 10 ® 1a I I - - I PROPOSED SEEPAGE BED � o Q I I I 2 I I I I I 1 I I p ro ro ❑ ❑3 ® ❑ © � $ 9 PROPOSED SAND AND GREASE TRAP O �— II I _ _ I ® � � I I I I I I I I I ❑ I ❑ I 2544 — A 3 _ _ I ❑3 15 I 38 I Z w o II �— I I ®D PROPOSED STORM MANHOLE aN II I I I 10' PATHWAY N 11 ❑7 11 y 3 I PICKLEBALL al I I ❑ — _ I N _ _ — — I PROPOSED STORM CATCH BASIN N MAILBOX TRAFFIC CALMING O t N ; CLUSTER couRrs 2sa2 '�� PROPOSED GRAVITY IRRIGATION BOX PARCEL SO433346650 — — — — — — — — I J&J HESS LLC I PI W a TRAFFIC CALMING ASSMH 12 ❑2 16 ❑ I W USTICK RD J L'®JL'®J 12 I Q3 I b ❑ I 0 PROPOSED GRAVITY IRRIGATION MANHOLE --I SHADE ❑ © 12 I 5' PATHWAY > 0 � STRUCTURE 5 PATHWAY W ❑ / I — A PROPOSED FIRE HYDRANT o m _ H - ' lO$ PROPOSED SANITARY MANHOLE Q °� o Z BLOCK 5 H�; d < q c 1 C �1n 3 J 0 SSMH 6 \` c - - H z _ _ sc - - - r ,c3 N AVELLINO WAY STREET NAME A� _ ti5 10- 5'PATHWAY W W W W AS ENSTONE ST I "' � PROPOSED STREET LIGHT 13 BLOCK 6 SSMH 30 cl P` _ _g PI I A z3 ® 13 ss-` ss ® TEST PIT MONITORING WELL SSMH 31 / r 5' PATHWAY I I — I CLuBHOUSE N I ° MAILBOX N 3 a ------�-IOC. ---- N 3 I D G. 4 SIGN 14 I I I 1a I N 3 I BLOCK 4 BLOCK NUMBER a I PRESSURE IRRIGATION ❑ PUMP STATION Pool i I 1s 1 v I 1s I — — I — — — — � —I � 19 1 O COMMON FLOT NUMBER UMBER SSMH 5 \ a 15 N I ❑ 15 I I ® ®Q MONUMENTS SSMH 10 PI — — p — — I i I ® 12 I 35 I ZO C I I N I H 4 PI ; W w wTw 25"G w w w w w 21,7� ..PINESTO E ST.a W w I \ i / SSMH 25 SSMH 26 SSMH 27 SSMH 28 Z w —�Ss < ss ss < ss ss < ss < ss < ss ❑ 13 M 9, o SSMH 24 I ❑ I 34 BLOCK 9 SSMH 23 3 g �J �1 �I ��� PARCEL R098 21 00 81 0 \ \ I Q M I I W cY WEST ADA SCHOOL DISTRICT W ALDERSTONE ST p J \� j 4 iC BLOCK 3 I I I I 33 w w 3 - - I - - SSMH 4 / _ _ I <_ Q\ c I ❑ 1 ❑ I ® 1 ❑5 © l ❑7 I ® l ❑9 I o 1 11 11zc A o- w \ 10' PATHWAY 3 I t I t t I t 1 ♦ I I y • ❑ BLOCK 4 — 5' PATHWAY x III ❑2 I 3 5 m _ I I 15 III 'I s o � a \ I— -- �F > x \ 2544 I I ❑ I z z a_ 2543—DOG PARK I PI 2545 3 I � , 1 ❑ I'P3 ti5 ALLEY (PUBLIC) P N 10'PATHWAY SSMH 3 - - ¢ ( J 2545 3 - - --r4-- - - I I I o 0 ® N 2544 I 31 W H N � I 0 SSMH 2 �~ III o > r o 1 t I 4 I t BLOCK z l t I t I� A - - 1 - - ; 1 W❑5 I Z 3 1C 1 ❑ T ❑ I ❑ t ❑ I ❑ t ❑ I ® t ❑ I 0 TLHI I 2C I 2 I I I 30Of 01 112 JSSMH 29 ❑ 18 SSMI 33 ❑ SSMH 34 i _ _ 3 'G W ALDERSTONE ST Q J& J HESS LLC r 2544 254 ss ss ss ss PARCEL SO433347115 SSMH 35 w w W W w w w w w w w w w w w w w w 3 29 W USTICK RD I \ SSMH 36� W ALD sRSTONE ST < SSMH 37 SSMH 38 - -SSMH 39 1 Q O_ CD 1 ® ss < ss ss < ss < I 9; O PARCEL SO433438830 I 1 ❑7 — — — — 28 — — 11� • i JOHN WARDLE x / I Q 5600 W USTICK RD N �1 4' PATHWAY o — \ " •x ® BOLLARDS m I Q a o z o ! ^ O O w BLOCK 1 I 3 I I ' " !,? `l rtnW MWD ro c'Jn ` ❑ 10 ♦ ❑ ❑ I ❑ ❑ I ❑ ❑ * ❑ I ❑ * ❑ I ❑ * ❑ I I I I I I 22 1 23 0 1 24 25 26 I oo z N m o o //1 u7 x n 0 9 ❑ 11 12 13 14 15 16 + 17 18 ♦ 19 20 ♦ 21 V 1 Ln I N N 3 I I 4, 1 o I � W OOO D-'¢� �Zp C1, Z cVUN ¢ J � O X `\\ I I I Jo o�w �03 w�3 _ o J 10�PATHW Y I I I w oo w a a�� � I ' I < U _ _ _ �' PRELIMINARY uw..� a 3 z¢ c�¢3 n 3 W�3 ¢_� EARTHWORK QUANTITIES ~ EQ � 2544 PI PI PI - - - ¢z ,n cn Q a — 2543 20' WIDE ASPHALT ACCESS 25� z _ a � Z � � Q w — — — — TO USTICK RD. 3 EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL w w w - - - - - - - - - �- - - AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS.ORIP O _ _ _ -is"a ; I CUT: 25,000 CY Z m j - w , w�__ I - -- -- -- -- -- -- -- --- -- -- -- -- BOLLARDS -- FILL: 45,000 CY H Y �H OHP OHP OHP NET: 20,000 CY (FILL) W Q I --- --- --- --- EX SSMH 2._ SSMH 1 EX SSMH 1 6W USTICK R0 -- -- �- --- --- Q z ss s ss ss ss ss ss ss © ss ss ss ss ss ss — Z Q Q - -T T T tv T T - --- --- --- ---— !— EP t m m T T T T T T T T T - T —EP EP EP (' o EP z � \ LLI / X m _ Ld Z n (�z r o PARCEL R8528160200 o W 0 h NATALIE CRANE ` w w w z�m =� co.< aLn °Do 0°� �z'� a0�� �o�� 5180 W MCMURTREY ST �jE D U K K U K W U \ ?W U h K J U z �n o °O o a0 o v PARCEL R8528160190 �zz aW� �'� ��� �¢� 5196 W MCMURTREY ST cl � O wool \ z� JW� J�� ��m Ejz� �v.�J� NANCYLMILLER J=� c, cW.,r= w-3 v4,�' U¢ o V awl &g ,No,O avoi \ / � � u'�i = �¢� a � Qe yo �k�00'` tt�P� � 03 �VS`� PARCEL S1204120800 _ \\ LINDER ROAD VCHURCH STICK RD CHRIST INC DATE: SCALE: Q 03/17/2025 1" = 80' u \\ DESIGN: DRAWN: PARCEL R8528160210 000 0¢ JEB ALH O \ \\ o WENGEZHANG LIVING TRUST =a o w 3130 N ELISHA AVE Noo JOB NO.: FILE NAME: FEET w J PARCEL R4588110070 m o I \ \ n PARCEL R4588110370 m 80 0 40 80 160 8066 8066-SD-S-ENG-PP w a HEDRICK &SARAH CASEY JAYDAN VILLAGE BOA, INC \ \ 3093 N CHRISTIAN WAY 3085 N ELISHA AVE Q z CD a a REF.No.: PP-4.1 Q \\ \\ GRAPHIC SCALE o \ \ 1 inch = 80 ft. 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(n�' 00 Op ao 2 Z Z CO I�M O) CV CN CCJJ x + — — p = N z z d PROPOSED GRADE N N : d II +� — — p ozz II �_ _ = z z °oozz O > o N > > > N V) v)E oo ao � AT SEWER 00 00 ^ �'N > > > H = II z z z EXISTING GRADZZ E I cn cn O- oo oo — — — — — — \ = z z z x Ln Ln�ao co co AT SEWER _ — — N ~�- z H cn cn� oo oo oo 2540 / _ - - — — - - - - - - - - - - - _2540 W W Z_ II I_I I-I I Z a O O 2535 j 2535 y Ld N� U O C5 CZ �00O L i:ftft 0Oo u- O 9 80 �—rn (n Z 2530 2530 Q O a �o� Z Co w zoo WN o O L 197 L.F. 8" PVC ® 0.42% 2525 r 2% z I 169 L.F. 8" VC ® 0.427. 2525 = m Q 98 L.F. 8" PVC 0 0.42% a o 313 L.F. 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L 8PVC@0 %62 Q 227 L.F. 8" PVC @ 0.42% m I � � 24 L.F. 8" PVC } r N @ 0.42% 27 L.F. 8" PVC w w LO N 2530 @ 0.42% 2530 CD N N o O LJ Q CD O E N w S 2525 — 2525 Q 21 22 23 24 25 26 27 28 29 30 31 0 W BEECHSTONE ST (NORTHEAST) 1 =40 Horizontal O 0 1"=4' Vertical _ �-�--� Z o O0 cn � ch � U) z 2550 LO 2550 2550 Cq 2550 0 M M � LO 3 CDN Q U 0 CD M M CO3 O c> / o o o rr'� N EXISTING GRADE rn +mo CD J m Q � o o o � o o `j AT SEWER M �c`r4 a Q J = NZ M " '0 N nr7 Z =p x II Z N� N N II 00 + Cn ��� PROPOSED GRADE Ln+Cz z o = o 'z 'z - - - - - - - - - - -fz"z'�0D AT SEWER = M z z z a - - - m cn 2545 a 1 2545 2545 _ — _ — N ~ — 2545 bi U) U)� 00 cn V) ~—_ — — — — — — — — PROPOSED GRADE / ^C) j - - - - - - - - - - - - - - - - - - - AT SEWER v WC:) EXISTING GRADE ~ Z AT SEWER CD 2540 2540 2540 2540 — z Z � a— CD cn (� w 0 222 L.F. 8" PVC @ 0 2535 2535 2535 2535 03 / 303 LF. . 0 PVC p 58q DATE: SCALE: 283 L.F. 8" PVC 03/17/2025 1"=40' u @ 0.71% DESIGN: DRAWN: w JEB JBS 2530 2530 2530 2530 / 10 11 12 13 14 10 11 12 13 JOB NO.: FILE NAME: LLI8066 8066-SD-S-SAN-I'l PP cn N SPRINGTIME AVE COMMON DRIVEWAY I REF. 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U N I I I I I I I I a a O N N O p W 2550 2550 cD N 0 > n N w � o' � o oL O � N po rn N II Z N � O +N Z 0 N N N f!) ~ 0 �' �' °`° cO2545 2545 EXISTING GRADE � AT SEWER 0 (Cn n (n ao ao ao U_W Z Opp ch p � V) Z 0 2540 PROPOSED GRADE 2540 � 0 AT SEWER Q Q a_ < W � Uw cn 2535 2535 W m c U) Q Q _ 0 z � � o 267 L.F. 8" PVC ® 0.42% Q 0 U c? J z 2530 2530 Z � � !< U V z J Ld Q C/) 0 Q0 0 2525 2525 i 10 11 12 13 0 0 W ASPENSTONE ST DATE: SCALE: i 1"=40' Horizontal 03/17/2025 1"=40' 0 u 1"=4' Vertical DESIGN: DRAWN: w o JEB JBS j JOB NO.: FILE NAME: cn 8066 066-SD-S-SAN-PROF-PP w 0 REF. PP�5■/� N O.: `T 0 Q o SHEET i NO.: OF