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HomeMy WebLinkAboutC1.0_Cover Sheet Lf) PRELIMINARY PLAT SHOWING00 w N , GR AWNHOMES 0 60' ,20' � � � H. � CY) SCALE 1" = 60' Situated in the W1 /2 of the NE1 /4 of Section 20, CDaD T.3N., R.1 W., B.M., City of Meridian, Ada County, Idaho. L o /( l_I I-84 Cn Q 84 w FIELDS AT GRAMERCY LLC 7 o I 2020 LUXURY LN E. OVERLAND RD. E. OVERLAND RD. BEACON POINT PROPERTIES LLC BEACON POINT PROPERTIES LLC z MERIDIAN, ID 83642 J 1860 S WELLS AVE 1860 S WELLS AVE I I,� o MERIDIAN, ID 83642 MERIDIAN, ID 83642 I I c V o 0 O7 S. WELLS AVE. J w c " SITE Ld o J Z J Q p (n U - - Z N U U-) E. VICTORY RD. E. VICTORY RD. V LLJ ss — CD CD — — I � = U ss _o� GRAMERCY PARK HOMEOWNER'S ASSOCIATION INC. 2603 E GOLDSTONE ST - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - s MERIDIAN, ID 83642 Q S. WELLS AVE. VICINITY MAP W o 0 -NTS- LL U O BARTON COREY W l/ (n I I S SHORTSTOP AVE L� ow BALARA RE LLC I I MERIDIAN, ID 83642 DEVELOPER m W D 2009 S WELLS AVE MERIDIAN, ID 83642 I I I -�` K&R NEWBY LLC BOISE REGIONAL REALTORS INC I I BARTON COREY S. SHORTSTOP AVE. BARTON COREY Q LL_I SWELLS AVE I S SHORTSTOP AVE- - - - S SHORTSTOP AVE 3818 NEWBY STREET MERIDIAN, SHANNON ROBNETT ID 83642 I I MERIDIAN, ID 83642 o MERIDIAN, ID 83642 cn _ NAMPA, IDAHO 83687 GP2 LLC I I OPEN D9& RENTALS LLC OPEN DOOR RENTALS LLC 208-284-7889 L� 1861 S WELLS AVE I 2517 E GOLDSTONE ST 2516 E BLUE TICK ST o MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83642 NXT PROPERTIES LLC I I \ 2541 E GALA ST MERIDIAN, ID I I I I OPEN DOOR RENTALS LLC OPEN DOOR RENTALS LLC 83642 2513 E GOLDSTONE ST 2512 E BLUE TICK ST \ i l MERIDIAN, ID 83642 O MERIDIAN, ID 83642 _ 00 OPEN DOOR RENTALS LLC OPEN DOOR RENTALS LLC NEIGHBORHOODS BY GINI LLC ENGINEER SURVEYOR \ 2543-2549 E BLUE TICK ST c0 CD 2509 E GOLDSTONE ST 2508 E BLUE TICK ST MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83642 '� \ — CK-ENGINEERING IDAHO SURVEY GROUP o0 ts� �!\����\ �����������������������������-- r7 OPEN DOOR RENTALS LLC OPEN DOOR RENTALS LLC - L� w I 2505 E.GOLDSTONE ST— — 2504 E BLUE TICK ST— SHADOW JUNGENBERG LARRY KOERNER, P.L.S. I 10 MERIDIAN, ID 83642 MERIDIAN, ID 83642 1300 E. STATE ST, SUITE 102 9955 W. EMERALD ST. _ — 259.67' rn — — — 247.68' _ J� � OPEN DO¢� RENTALS LLC OPEN DOOR RENTALS LLC EAGLE, ID 83616 BOISE, ID 83704 a ° M 2501 LDSTONE ST 2500 E BLUE TICK ST sanw w(P ) N 0 a MERIDIAN, ID 83642 MERIDIAN, ID 83642 I (208) 639-1992 (208) 846-8570 BENCHMARK #2 I srnoa N(PINT) _ as N - I I� BA COREY BARTON COREY SHADOW®CK-ENGNEERS.COM MPOWER®IDAHOSURVEY.COM 0 UN 2116 SCOLADE AVE E BLUE TICK ST MERIDIAN,IID 883642 MERIDIAN, ID 83642 O 1 � o I OPEN D(}QR RENTALS LLC OPEN DOOR RENTALS LLC I I I 2487 LDSTONE ST— 2488 E BLUE TICK ST— I I p, ° MERIDIAN, ID 83642 MERIDIAN, ID 83642 I - BENCH MARKS - _ I o I OPEN DO RENTALS LLC OPEN DOOR RENTALS LLC _ W I 2483 E�LDSTONE ST 2484 E BLUE TICK ST MERIDIAN, ID 83642 MERIDIAN, ID 83642 I NAVD 88 DATUM EXIST. • O� L(J N PRNATE RIVE 1 N o ` o O OPEN DOJO RENTALS LLC OPEN DOOR RENTALS LLC _ I Y I • 2479 Eu,"OLDSTONE ST 2480 E BLUE TICK ST cY� N co U I I MERIDIAN, ID 83642 — MERIDIAN, ID 83642 � BENCHMARK 1 - 1/2" REBAR O OPEN DpQR RENTALS LLC FIELDS AT GRAMERCY LLC FASTING = 12263.49 Q O J 2475 LDSTONE ST 2476 E BLUE TICK ST m I O I O I 7 N o I oo I ° MERIDIAN, ID 83642 MERIDIAN, ID 83642 w 61 NORTHING = 10999.26 ° O I I OPEN DgQ.2 RENTALS LLC OPEN DOOR RENTALS LLC ELEVATION = 2449.65' o o 0 2471 OLDSTONE ST 2472 E BLUE TICK ST N I I MERIDIAN, ID 83642 MERIDIAN, ID 83642 W 0 B OREY BART=OREY o O N o- S A LADE AVE s ACCOLADE AVE — BENCHMARK 2 - 1/2" REBAR o MERIDIANIAN,, ID 83642 v I I I EASTING = 12608.15 O 91 O o I i I �� 61 NORTHING = 10768.40 I w — O N I ELEVATION = 2450.30' `nLU { Ii S. ACCOLADE AVE. O \ `� Y — o `00 " CIO I �# — BENCHMARK 3 12436.35ED "X" N LLC \ M D BENCHMARK 3 2463 E 8 2463 GALA SSTAMERDIAN, ID O N I rn 3 U 61 NORTHING = 10216.53 O o a O o I BARTON COREY I I BARTON COREY R121 S ACCOLADE AVE 2157 S ACCOLADE AVER ELEVATION = 2453.18' 3 o Y O a l o • I N m MERIDIAN, ID 83642 I MERIDIAN, ID 83642 I^ 3 O O `i I �p UOO OJ OI I NACCOLADEAVE I � NEIGHBORHOODS BY GINI LLC I O 21m MERIDIAN, ID 83642O N - PRELIMINARY DEVELOPMENT FEATURES Nao— j o I z S 0 0I I BARTON COREYI BARTON COREY TOTAL ACRES........................................... 6.98 AC 1 o O I I O O 2133 S ACCOLADE AVE 2145 S ACCOLADE AVE TOTAL LOTS............................................. 90 w rn - 00 1 { I I MERIDIAN, ID 83642 MERIDIAN, ID 83642 O O TOWNHOME LOTS..................................... 82 _r7 rn I o O o COMMON/OPEN SPACE LOTS.................. 8 Lu ao c o RESIDENTIAL GROSS DENSITY....................... 11.74 UNITS/ACRE z N a00 I �o _ _ _ — _ AREA OF SITE FOR ROADS & PARKING..... 2.673 ACRES � w o STARFISH IN(PM = NET AREA OF SITE FOR RESIDENTIAL........... 4.307 ACRES � Q � � w \ BENCHMARK 1 N - - - - o - - STARFISH LN(PRVf) CITY OF MERIDIAN / cn w I # — RESIDENTIAL NET DENSITY......................... 19.038 UNITS ACRE Q dU a3 —as 0 S ACCOLADE AVE MERIDIAN, Lil CDLn — _ _ rn ID 83642 ZONING.................................................... TN-R � L`I = `�' � a U.00' v CD 264.09' 243.23' — OPEN SPACE............................................. 1.314 AC o N — _ PERCENTAGE OF OPEN SPACE................ 18.83% � , J AVERAGE RES BLDG. LOT SIZE............... 1,593 SF C� o "' o " SMALLEST RES BLDG. LOT SIZE............... 1,461 SF 2652 m z M m o w LLJ z z NOTES: � = Q J oUoLL- o C 1. ALL LOTS SHALL HAVE SEWER SERVICE PROVIDED BY THE CITY OF MERIDIAN. TO LEASING LL 2365 E GALA I JOURNEY WELL HOLDINGS LLC I 2. ALL LOTS SHALL HAVE DOMESTIC WATER PROVIDED BY THE CITY OF MERIDIAN. � ,\o IN L F� 2389 E GALA ST MERIDIAN, ID 83642 MERIDIAN, ID 83642 3. THE DEVELOPER WILL COMPLY WITH DAHO CODE 31-3805 BY PROVIDING PRESSURE IRRIGATION TO ALL LOT PER THE CITY OF MERIDIAN STANDARDS. l` �CENgF� Qj WEST ADA SCHOOL DISTRICT 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 0 2� 2000 S MILLENNIUM WAY 5. STORM WATER DRAINAGE SHALL BE COLLETED AND OR RETAINED ON SITE BY CATCH BASINS, UNDERGROUND PIPING, SWALES, DRAINAGE PONDS AND MERIDIAN, ID 83642 SEEPAGE BEDS PER THE CITY OF MERIDIAN STORM WATER POLICY MANUAL. ^O A L 6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES, IDAHO CODE "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE YEAR, WHEN THE OPERATIONS WAS NOT A NUISANCE s s 03/20/25 0 Q7 AT THE TIME THE OPERATION BEGAN, PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM �� Tq rE pF �OP1 � THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR AN APPEARANCE TO IT". �R.V. OVNG� 7. LOT 1, 2, 9, 21, 42, 65, 81 AND 90 BLOCK 1 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE GRAMERCY TOWNHOMES SUBDIVISION HOMEOWNERS ASSOCIATION. 8. STORM DRAIN FACILITIES SHALL BE CONTAINED WITHIN LOT 1 AND 42 BLOCK 1. —SHEET— GALA LLC 2321 E GALA ST I SLRMC INVESTMENT LLC MERIDIAN, ID 83642 2347 E GALA ST0 MERIDIAN, ID 83642 p ■ Lf) 00 W L0 i N C'7 I C) C) 00 � z 0 � cn LLJ 0 30, 60' W Z SCALE 1" = 30' J � I J � lc* a � ,\ Ic U 0 00 • • L'i N W ` `' 1� ° d J W !/ Ic I o - -- - r I� ° (� ~ X- X d S 89°35'56" E I ####### 35 4' I d w 2� tio� 187.8' _ _ 16.1' _ I _ 0 \\ m - - 5.3' - - 7.4' - I G d -� o o I LL STADIA LN (PRVT.) O _ 6.8' 1 o I I °d w 5.6' STADIA LN (PRVT.) \ c u CD N - 07.2' I 46.8' 0 0 � � M 0 0 0 0 1 67.8' ° 1 �N 9' 50.1' ���1��� I C n p oN N °O o15.3' N O co } co O i I a ® 012.0' I 1802 SF O N ' ��" i j 1833 SF o n 1869 SF N N 1871 SF o0 o °° � (M ! i } I 72.0' 72.0' 0 72.0' 72.0' I ° C"i Mo 1461 SF Mo 1 Mo 1461 SF o I p vn OP o 1461 SF o o 1461 SF N N N N N I ° W I p o S 00°13'58" E } 72.0' 72.0' 72.0' 72.0' P EXIST. OP Q, ^ Mo, 1461 SF M o o 1461 SF o N O 1461 SF N N 1461 SF o^o N I ° OPRIVATE DRIVE 1 �" ry O N N N N I w cv Ln 3.5' 72.0' 72.0' I I 72.0' 1 72.0 O 74.0' \` �� 71.7' Mo 1461 SF o o 1461 SF N N 1461 SF N N 1461 SF N I& � ■ 'I U-) N N cD r7 72.0' 72.0' O 1935 SF 1932 SF O �, 72.0' 72.0' a 6 1461 SF i j o N o 1461 SF o I N 1461 SF N I N 1461 SF o`no o c 74.0' 74.0' I O ° o O 1502 SF o 0 1502 SF N o 72.0' 72.0' 72.0' Y 72.0' . i �a N N N N ° 1 0 1461 SF M o o 1461 SF Mo N 1461 SF N UO i N 1461 SF o I I p m., 74.0' 74.0' I � 25. 0 a Z o O 1502 SF o 6 1502 SF N o 72.0' 72.0' I 72.0' 72.0' \; N N N N N _ 1882 SF ,'j o O 1461 SF o 134.50' 0 N 1461 SF o I 00 NO 6 1461 SF o N \, d 74.0' N 74.0' N N N I p ° Y W ° o O 1502 SF o 0 1502 SF N N 1 72.0' 72.0' I 72.0' 72.0' 24 50' i O a m aLEI - ,� 1882 SF coo 1882 SF 1883 SF ° d C, Q N N N N I � ° 74.0' 74.0' 72.0 N N 49. � 4 O1935 SF 1935 SF N 72.0' 72.0' 72.0' I ° LOT 1 N ,n N N N 1882 SF N N o 0 0 1-1 �" I p 00 7729 SF O co 720 SF o 0 0 720 SF ao o N O 72.0' EEJ "n 00 000 z N 0.0' 10.0' 74.0' 74.0' LOT 42 72.0' 72.0' I ° 72.0' 26118 SF I rn 740 SF oo o o o o o0 740 SF cv d 24 50' 0 1461 SF o N 1882 SF N 74.0' 74.0' LOT 2 N O N O I N 1882 SF N 1 N 1883 SF N d s 116433 SF cc p n 35.00 � 0 29. o' 72.0' U 72.0' _ IL Ln ' 72.0' 72.0' a • r7 N N ao 1935 SF N N N 1935 SF N N N � CV , ro ao , I 38.50' 0 1461 SF O o pp o O 1461 SF o M O n o0 N N N N o OC"i 1461 SF o 0 1461 SF O o I 11 N CN cn 74.0' 74.0' 2, 0' z w Y 72.0' 72.0 w 1 I 72.0' 72.0' O I d z ? N O 1502 SF N Y N 1502 SF O N � n v, M N o UO z o 1461 SF O N N 1461 SF N m N 1461 SF N N 1461 SF o I ° Li rn CN J Q 74.0' OJm 74.0' I LU cn r 00 o� o 72.0' 72.0' I U I I 72.0' 72.0' a Y o O 1502 SF o 0 1502 SF O o z �, Y, ., Y, o N N N ^ eq m d Q J N d N N N N < 0 1461 SF M o o 1461 SF o ;.., 0 �° p W °0 0 " N N N N o O 1461 SF o N o 1461 SF O J o ~ 74.0' 74.0' Z c'' � z ui U 72.0 72.0' I I I 72.0' I 72.0' - - ; W w oz N \ o O 1502 SF o 0 1502 SF O o c>� \' O I " N 1461 SF N o o 1461 SF N CD N 1461 SF N N 1461 SF ^ N Q U CR o o � r7 U 74.0' 74.0' 1 d } 72.0' 72.0' m z o O 1502 SF o 0 1502 SF O o 72.0' 72.0' ° m o N \ N N N N o 1461 SF N o o 1461 SF o M w } } I ! + I o O 1461 SF o 1 0 1461 SF O N 74.0' 74.0' I ° = Q J w 0 72.0' 72.0' ;� } U < -j �, O 1 0o rn 72.0' 72.0' \1 M 1935 SF �i 1930 SF N CV 1773 SF N a, 1856 SF O O o \`� �° N N " (V oN 1869 SF I 1872 SF O ° E N N o N o co cD % SRO NA l F N N N I rJ U 74.0' �/ \\ 71.3' 0 0 0 0 0 0 0 46.9' 46.0' 68.0' I d �� \c SFa c2 - f'000O � 00 00 o00 O o STARFISH LN PRVT _ 4.7' - 7.4' 6.6'i °° 20593 N N - - - o O - - - .5.0' - - - o �n STARFISH LN (PRVT) S 03 20 25 ( d N O N O 9 sT �O N �0 ATE OF SOP - R.V. JUNG� -X -SHEET- N 00°24'04" E JM p 1 . 1 L0 00 W Lo i N - QUAD E ED OPEN SPACE: 00 C�, LLJ 0 30' 60' I„j z SCALE 1" = 30' J i cn \; • M I ` \ Ic in N W W c IN \� �c e e 3 7 w Z x + ❑ rni \ �X \�������������������������������������\ EXISTING UTILITY fvn W — — ❑ o EASEMENT '� V fz l X X X X X X w — C/7 ( cp N O 0 259.67' O - O O 7.�8 O O - - IO A M W ` v00i I w w w w w w de CROSS ACCESS, INGRESS/EGRESS, PUBLIC UTILITIES, IRRIGATION, — ILL MERIDIAN CITY SANITARY SEWER & WATER i a STADIA LN (PRVT.) as as S as STADIA LN (PRVT.) O \ IO Ve W EASEMENT PER GRAMERCY SUBDIVISION NO. 1 PLAT CD I O _ N d I 3 _ -- 0. lp v © e (n • 0 I I� - • • • 13 I 00 _ _ 0 Q � � O G G � I • • � 0 � � v •a • � UJI �/1/ W W— W W •d EXISTING UTILITY � - - I `� z 0 EASEMENT � � ' > o OP OP j I o EXISTING UTILITY — — a �� o EXIST. _ _ rn �n a oo N EASEMENT PRIVATE DRIVE 1 � M - `n • • • _ IO I u' EXISTING UTILITY _ — � • . 3 EASEMENT i o cc _ — _ -- _ ' — EXISTING UTILITY —> �� ••° �• °O EXISTING UTILITY ° •• EASEMENT I I EASEMENT •• a • 3 3 3 3 . a •. > 1 0 - p ' • v N 01 O I 3 > > a _ _ • v 3 3 3 3 3 3 3 a M _ v , v 00 • a � a a a a a � � `• • � d > a • a , • ' a as a • a d > • • > • > > > > > > > v • M - - - - -42 - M � •v v• — I • a co U • CO N — — •v v I v v v, v o0 • I a a a a a a a a � � a � a a � 0 � m 0, - EXISTING UTILITY O - - • a N - - J EASEMENT 4 0 a v • O Ip > > • 3 • • > 3 a 3 3 a 3 a > • • — — a I� • • • • • M a 3 3 N e . 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CEO • • • 17 a � � CC a 3 > • , a V r 3 0 N O CD zm 'L, O I I a M g� — v ,• 00 a a • • — — 9 • . • — m 0 0 0 a a 7 a • v a 0 3 - a •• a a C' v • W � W • • • _ Q fY El • — — •a a � •. 00 ° •. rn � z Q C) U L- f) !C2 •• • a a a to •• N � � • v N � 0 � v � • v a • • � t` N '1 I. Do : ` 1 CO STARFISH LN (PRVT) M M0593 M M M M M M M / O EXISTING UTILITY EASEMENT S — — — N — — — — — — — STARFISH LN (PRVi) — EXISTING UTILITY y s 03/20/25 O 9 d o f as as as as gas as aS 90ot T F O F\o P EASEMENT J R.V. JUNG 40 o> 0 7 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 264.09 24 .23' N -SHEET- , I -j P 1 .2 BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 LLJ N -- . I I fh 1 O O v I ■ ® Xw 1 I I Q I ° O •° ' ' W EXIST. I LL OP ° C. PRIVATE DRIVE-1 ^ f 0 30' 60' Op OP— OP SCALE 1" = 30' - _ _ I LLJ N 0 4- 0 co ElO ° I J ° •• ° M ET- 00 00 z wl O O Ll Q - - - � m 48'-0" m � 35'-0" 13'-0" w ' PL a >— N o I � � � 1' MIN. FLAT LANDING ° ° M LJ-I 2' 10'-6" 9'-6" 3' 10'-0" 8'-0" 5'-0" 1' N __ a Y 31 M MPXF0 ImoWK 00 + N �Q �� N o CD 0 2.00% SL :==Fl I I r OPE 2.00% SLOPE 1.75% SLOPE O ° = U r Vilil — I I—I - I I-III= 3 MAX II 4 . 0' o o �:1 MP PE I III „III-1 I I _III-' S�OpF OUT II O III=1 I-1 11=1 i 1=1 i 1=1 11-1 I.. I I 1=1 11=1 11=1I11=1 I I .III,;,I 1=1 11=1 I I;III III — N ° • Q co '—I I —I 1 1i III—III—i'— EXTEND BASE MATERIAL s „ CONCRETE SIDEWALK PER it __ a• 0 4" OF /a MINUS 2.5" OF PARKING ISPWC SD-709. zr I O -- 1 1 50' 6" BEHIND CURB (TYP.) CRUSHED GRAVEL ASPHALT PAVEMENT STALLS O LANDSCAPING BUFFER N M O� 6" VERTICAL CURB & GUTTER 11" OF 6" 3' VALLEY GUTTER. 6" VERTICAL CURB NO GUTTER. PER DoII 0 ° •, ,•� PER ISPWC SD-701. MINUS PIT RUN SEE SHEET P1.4. ISPWC STANDARD DRAWING SD-701A. ' __ 1 0' 38.50' • U , • , ' W 35.00 13. O' � - NTS - 0 • : O m 35' STREET SECTION W/ 3FT VALLEY GUTTER & PARKING STALLS ° I; 1 . o �° ' • , , 4 . o' �I 11 Q° li I a •II O ° 9 Y ° ° O • ° 0' tNo O t 110 • N ° , LL- o m . 34.50' 13. 0' 00 O � � ° , '° O ' O 25-0» iI M II r D L 1. I � -j J In ° ' Of =y � •` N O ` w CAD 1' MIN. FLAT 0 I N N LANDING 1 z 1 m 1' 4'-6" 2' 10'-6" 1 o'-6" 2 UQ Q , MqX MPX O O N - S�QDEFI<< 2.00% SLOPE 2.00% SLOPE 1 S�°PS :0) ° O f f ,• ° ° I I ° y 11-1 - 3 MqX ° SEE SHEET P 1.6 SEE SHEET P 1.6 ° ° SEE SHEET P 1.7 = �1 S�o ;IIIIIIIIIIIIr111,,,1�1 Iil— _ _ _ _ _ _ _ _ _ _ III�I ScopFOUT 1 .p . 1 �, CO =I I—III—III;,III-111—III III III III-111-111 . I I I—I I—II I I O O O O '' ° • 00 W III—III_ ' III III—I N v ( N ,n 2.5" OF 4" OF %" MINUS EXTEND BASE MATERIAL I •° �• o CONCRETE SIDEWALK PER O • ° ISPWC SD-709. ASPHALT PAVEMENT CRUSHED GRAVEL 6" BEHIND CURB (TYP.) -- -- -_ Ln 11" OF 6" 6" VERTICAL CURB & GUTTER ° // \\ N �� Q 6" VERTICAL CURB & GUTTER O PER ISPWC SD-701. MINUS PIT RUN PER ISPWC SD-701. 3x0 0 I j 06 STARFISH LN._ _ 4+ 0 _ o _ 400 _ 0 6+i00 7+00 00 o W TYPICAL 25' STREET SECTION N — N — O — — STARFISH LN. N Lu Q as as aS as as - - - - - - T~ 4 (0) ,/ O O Lu NTS - O O Lu / O W W Q TRAVERSE - STARFISH - FORESIGHT - STADIA PROFILE 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 Q 2660 2660 VERTICAL SCALE 0 3' 6' z SCALE 1" = 3' o° o �� 1x o1 xlN Ll D x�� 2655 xcOO �� �P� 2655 C7 0 `� izyCD N o �rn r N °Oc�o o tQ co� rn z o I vi P m +co oo N ILI) w c,l o r7 �� °° of of r t + w p w w CD CDm M rr O 00 +cD rN Q J +� coo�o �'� cor7 �� rioo 000� nN �� �m m cma t) CDz No NI O N +� n op DO � +co +N C� — — — ` W Q (n N Q N m o N + EXISTING GROUND N^ o ao + � +N N cma n _ — — 1.6 • r = Ir � Ir C� �] O N O N ,.7 N CN m m _ CD o o o 2650 2650 _ V m +N N N ,�qcl— — —C— — �.YV/o � z -1.25q _1 _ - - - - - - - - - - - - - - - - - - - - 1. 0% -0.7,5�- - - - - - - - m o Z - - - 0407 0.40% - - - - - - - - - - LLJ - -0.40% 0.40% - - - - - - 0.40% 0.60% z U N c� w = Q T C:) FINISHED GROUND C \0 NA , 2645 2645 �o`` \CENSFO cam 20593 y 03/20/25 p �0 �7.EOFkoP ��Q> R.V. 1UNG —SHEET- 2640 2640 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 Pl . 3 BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 N SEE SHEET P 1.3 SEE SHEET P 1.5 E t / � SEE SHEET P 1.7 0 _ s o cn 26'-0" o\ o o d > o \ BLAZER LN.( PRIVT.) o I LLJ o — — � — — — III. EXIST. cn o � o o I I 0 30' 60' O ��i 4 o o o f I PRIVATE DRIVE 3 M fN 1' MIN. FLAT f o ;� °� d � � d � • ° o I I I SCALE 1 = 30 o LANDING _ CD 2' 10'-6" 11'-6" 2' Lr 3.1 MqX I MPX F\�� f CO 2 o Y, 0 0 0 o o 0 0 o O I b 272T1&-9-9 b-9-9 9-979 S��pEFI<< 2.00% SLOPE 2.00% SLOPE 1 SCOPE 1 X f t gMS� ��� , i=�111O � 3.S�q F T CONCRETE SIDEWALK PER 2.5" OF 4" OF O f — — %" MINUS EXTEND BASE MATERIAL 25.00' 58 59 62 63 66 67 70 71 X ISPWC SD-709. ASPHALT PAVEMENT CRUSHED GRAVEL 6" BEHIND CURB (TYP.) 60 61 64 65 68 69 72 73 O v d 6" VERTICAL CURB & GUTTER 11" OF 6" 6" VERTICAL CURB & GUTTER ' d• °• .••° ,d , d•• .•' d,• e I ' ,•° •,• n '•d .• °�• •• a .. °• PER ISPWC SD-701. MINUS PIT RUN PER ISPWC SD-701. p I °• •d a • A• • ,• ° d O j 0 O •d °• • N • .d • • • • • • •, .° , • • • .d d• �� •• d • ° • °, • Al No 0 d s •° . o N d • d / TYPICAL 26' STREET SECTION X Z z - NTS - O SEE SHEET P 1.7Bp EF I ;/ Q O �� o ALLEY-2 o BLOCK 1 o ALLEY-2 i�' O ;� 2 — — — — C) co CD X Q 51'-0" o D LLJ4 70 • • • • • • • • • • p I^�r/ N , , , d ° • i d• ,d • • N f ' • L�• a . d '• . • • • •d , • • • d • .d • • • / 6" °. mod' •a' • '° , a• 4 ° a•• X 1' MIN. FLAT ° °° _ • • •°' • ,� • 4 I d S A O LANDING I . ` ° A I I - d• s d I 2' 10'-6" 11'-6" 2' 20'-0" 4'-6" I d . a ° s d Ai ° . d 4. I L 4 a' t 25.p0' 0 Mqk 1 M � 76 77 80 81 82 83 •• 86 87 S��pEFI<< 2.00% SLOPE I 2.00% SLOPE 1.75% SLOPE 3' SCOPE 25.00' 74 75 78 79 84 85 88 89 C O O O �•1 S�O` � I I v �I�—III— —I�I—III—I—I I _ I•....'I r_III—' . II I III 3 S�q F c�T � � O ,11111111=„I 1-III_ I III-111,. 111. III 71II,;,I 1=„III,=„III;III . III I l X EXTEND BASE MATERIAL 4" OF a4" MINUS 2.5" OF PARKING CONCRETE SIDEWALK PER o 6" BEHIND CURB (TYP.) CRUSHED GRAVEL ASPHALT PAVEMENT STALLS ISPWC SD-709. I O O O O O O .1 -1 'Fo O O 6" VERTICAL CURB & GUTTER 11" OF 6" 2' VALLEY GUTTER. 6" VERTICAL CURB PER ISPWC SD-701. MINUS PIT RUN SEE SHEET P1.4 NO GUTTER. PER ISPWC STANDARD DRAWING o d° o• oo SD-701A. I o _ 11}00 — 1400 — 13 00 ' I o BLOCK 1 FORESIGHT LN (PRVT.) o 2 I I o X 26 STREET SECTION W/ 2FT VALLEY GUTTER & PARKING - c —NTS - OL o o O o — can 9 d- - - - — — —c - - d — - - — T d _ d 4 /� �d '� . 13 Q d ° d a 4 ° d = I� V a G al-' I o d d a d O ° d a d ° a • d d o ° n d ° e d d a d d o d c � r� �J OP 0 d V) .0�// O A CD E. GOLDSTONE ST. d TRAVERSE - STARFISH - FORESIGHT - STADIA PROFILE _ 7+50 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 15+50 L� VERTICAL SCALE 0 3' 6' z SCALE 1" = 3' a 2660 2660 z o 0-4 W m F W � cnLD CO I o h� X0 �� (n 1 c}i L'i 00 O w QwC,I n cj:� m coo =lp t~n CD LLJ C) o �x1 CD ? p�P w o cn N rnLo �P o Q_ o cn o CD 2655 ��,��P ��P �� to O ±m P�� 2655 N I_ C' r7 N Ln r` 00 m z N ; O N FINISHED GROUND m o' ' ? ? � r-N Z �P O NO ,No r7� �� �m c� +co Lnu-) °' n Nip ON m 0 Gj r7 O + (D ,2 cV co co Co 00� CV W v �P C) �� CD �N �m �N �N +N +C�p z Y o Q� +co +N MN CD -0.40% �� �cma �m �N Q w LL co 0 o 00 N oo m — — — 0.40% J coo, m m �, _ _ - - - - - �m � _ _ — 1.25% — — — — —1.24q CD _ — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -0.40% 00 U LL `� m — — — — -6.Sbo — -0.40% -0.40% _ -0.40% m CD _ — — — — — — — Q.5O%- -' EXISTING GROUND SS\o NAco cli F,y CENS 2650 — — — 2650 � m 20593 y 03/20/25 0 9 61 �° �p reorkoP ��Q' R.V. 1UNG —SHEET- 2645 2645 7+50 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 15+50 PlA co FLUSH LO 2.0' 3.0' WITH ASPHALT r 2.00% SLOPE 2.00%SLOPE � �2.5" OF ASPHALT PAVEMENT CO \ 2 a N �, a a Ln �»; \\/\\/\�\� 8„ CONCRETE t e e ad a a G ° e e ° ed a a d ° e \\�\\/�\/ 4�� (� z 4" OF 3/4" e e e W`WWMh+/ CRUSHED AGGREGATE o a d Ad e o d ej� _ �_ Q e a d //\ BASE a rn rn \1\\/\\/\\//\//I `r > \ \\\\\\\\\\\\\\\\\\\\\ d d \ \\ \\ 1 ) W ° oe ° ad � � � � � � � � � � � � � 4" / MINUS GRAVEL V v VV 11" OF 6" MINUS PIT �C l RUN \, �/ 4 SCALE 1" = 30' w 6" OF 3/4" MINUS 6" OF 3/4" MINUS \\�� \\��% \� \\� Z_ 0 CRUSHED AGGREGATE ASPHALT PAVING SECTION MINIMUM SE MIINUM BASE ED MA MINIMUM COMPACT SUBGRADE TO 95% J —NTS— SEE TYPICAL ASPHALT SECTION DETAIL 2 FOOT VALLEY GUTTER s (PRIVATE) 3 FOOT VALLEY GUTTER TTER (PRIVATE) 24" CONCRETE RIBBON CURBINIT J (f-) � W SEE SHEET P 1.4 SEE SHEET P 1.6 SEE SHEET P 1.6 CD O= O _ : I v I rz� d a V a I .p w O z f c 7 ^ Q • LJ Z ° o w N J O D J �„ N � . 'd ♦ v W LnUj w e I L ' . , m ' ,' e a O I I ,° C-0 _ O d co CD o ° ° ' ° ' . f O do— SEE SHEET P 1.8 �o I..L L� 0 + W C/ • O d0 I EXIST.DRIVE-1PRIVATE Q L�J . p ° SEE SHEET P 1.7 • , ' p SEE SHEET P 1.7 , . °. • o o ' ; I 01 J1 e I ' , p f � N . ° 0 0) ' r I ® CD e I � • ' i ♦ s' cn V O • ' I I d I p' . J I w p ♦ p♦ ♦ L CO OO I w H 0000Ul00 00 jN �� I � �0 y O (-IAdd) N] VIOVIS SD SD -,SD ('lnbd) N� VIOVIS 14 00 — —I —0 1510 — 6+00 — o + — 17�00 _ — 18100, — �; �— e N I N \\ f 18+ °a — - — — - - — — — - - - — — e O I — ° p O O O O O OI O O O O O A a " l X X X X X Xlacm cm W CD cn C-1 CD cm I al a W • • • • c, al \ a >< Q I Q W Q TRAVERSE - STARFISH - FORESIGHT - STADIA PROFILE 13+00 14+00 15+00 16+00 17+00 18+00 18+50 VERTICAL SCALE 0 3' 6' z SCALE 1" = 3' a 2660 2660 z o 0 LU °° CD Li a 00 UJ sx, ��F�P O �+ V J z N 9�9 \P i SJ ST cn CD w V) co ��PP\P i �Os� �cv� A��L�9\s o CD cn o c�i� o 2655 �� o TCD "'LN M P� 15+79 89 ��� 9 2655 ``' Mm o� n co;r, �� INN GB 2651.51 LLJ moo, 2�S�X�9 m Z +co m �cV +N +N U +N C4 �X Z o c� co � �m �N �m �N ��O Q w LLJ LL cD m CDC-D CD rn _ S Q J —1.24% FINISHED GROUND � .0) O � LqN c6Q - - _ - - - — -0.40% 7 % �� N mm -0.40% -0.40% — -0.40% 0.76% 0.73% N m +� 00 N �S�p NA F� _ m �N —m \ m (� \ (D m C' �!G �CENSF,D 2650 — — — — — _ _ _ _ 0.40% 1.s q O 53% 2650 20593 EXISTING GROUND 18+25.50 y 03/20/25 GB 2649.26 �O �reoF �oP ��Q' �R.V. 3UNG —SHEET- 2645 2645 13+00 14+00 15+00 16+00 17+00 18+00 18+50 P 1 . 5 Lf) PL PL 00 51'-6" L0 r 38'-6" 13'-0" N PL PL ,:I- 16'-0" 1 (Y) u/ 6 I O 0 DRIVEWAY PAVERS 2' 12'-6" 11'-6" 3' 9'-0" 8'-0" 5'-0" 1' Cn DRIVEWAY PAVERS I I I DRIVEWAY PAVERS SLOPE VARIES OO W SLOPE VARIES 2' 4'-6" 3' 4'-6" 2' SLOPE VARIES N 2.00% SLOPE 2.00% SLOPE 1.75% SLOPE N 2.00% SLOPE 2.00% SLOPE II —I _ —III I I IJ I I Stop Q 0 CONCRETE SIDEWALK PER w -III I I 1=1 I I III I I 1=1 11=1 I I 1117 E' EXTEND BASE MATERIAL 4" OF 3/4" MINUS 2.5" OF PARKING ISPWC SD-709. E z �4" OF %" MINUS 2.5" OF 6" BEHIND CURB (TYP.) CRUSHED GRAVEL ASPHALT PAVEMENT STALLS 24" RIBBON CURB CRUSHED GRAVEL ASPHALT PAVEMENT 24" RIBBON CURB LANDSCAPING BUFFER J SEE SHEET P1.5 SEE SHEET P1.5 �n IS PER ROLLED CURB & GUTTER 11" OF 6" 3' VALLEY GUTTER. 6" VERTICAL CURB NO GUTTER. PER IS 11" OF 6" 3' VALLEY GUTTER. PER ISPWC SD-702. MINUS PIT RUN SEE SHEET P1.5 ISPWC STANDARD DRAWING SD-701A. MINUS PIT RUN SEE SHEET P1.5 0 0 30' so' PRIVATE DRIVE 2 0 30' so' J W TYPICAL 16' ALLEY SECTION 38'-6" STREET SECTION W/ 3FT VALLEY GUTTER & PARKING STALLS Q - NTS - SCALE 1" = 30' - NTS - SCALE 1" = 30' U CD CD (D z U SEE SHEET P 1.3 SEE SHEET P 1.8 rz Q SEE SHEET P 1.3 SEE SHEET P 1.8 I I I• �° 25.00' I I I _ 1 17 18 24 I N o 0 15 16 19 20 21 22 23 25 26 1 3 4 5 6 O7 O8 9 10 11 12 13 14 J.12' I ° I w' I w O I a, d •I I ° 4, • . ° e I � • a •• ` • • •° • • • • d F • • • • I I Cr O � •A-. d jd4 A ti e `• e m X I = O O O I fy1 w Lu 1 �1 I~I L� 1 o AINSLEY LN (PRV.) co � l I ' EXIST. CD IJ LIP fT o f — — — `' ^— — + v — — —PRIVATE DRIVE ° ALLEY-1 BLOCK 1 b o ALLEY-1 I 3+8 1 0 3+00 2+00 �� 1+00 — — — — — — — — — — — -0+75 0o + o I 2 0 0 0 �o -OP OP 3+00.07 1 I ° I I I y _ ~ I op o N 25.00' O • e a ° d 6 �I 1 id •• d•• , d• d~ �d I1 •� �• d • .d N El 1� • .e • • •. . • e I ° •• . • d- "A .• e • .d• . . • e• • • • d• ( I A. •a• a n ° I '°. ' • • a L• - -Jr f D • • a •a ° a a e � 3 8' I A • •a e I I • e •e •P d • •e• •° i i• yd ° i ° I ia•e • d a .e n a Id a• A • j r I • • .a• a '" d d O • I 17 18 24 I 2600' 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 L j 15 16 F� 19 20 21 22 23 n 25 26 O O O O SEE SHEET P 1.3 SEE SHEET P 1.8 42 so 1_ 1 26. 0' CD SEE SHEET P 1.3 SEE SHEET P1.5 Q Q � � z � ALLEY-1 PROFILE AINSLEY PROFILE w Q 3+50 3+00 2+00 1 +00 0+00 3+75 3+00 2+00 1 +00 0+00 -0+75 Q VERTICAL SCALE VERTICAL SCALE 0 3' 6' 0 3' 6' SCALE 1" = 3' SCALE 1" = 3' 2660 2660 2660 2660 C7N S O � 0 N \� .. Ch clq x `� � 00 LJ oCD NLlj 2655 s9 2655 2655 �P P� ��P �ti 2655 Z N CDz o �`o�/ � ' 1P� O o c i� o 0CD Sq GB S�P��p� Q� ♦�` 9 Zx o oo �JP ib rn oo o V m z�x 0+20.69 rn oo Q o,o, co,�, m 0 O � 2+83.07 n o rn O GB 2649.87 4 rn o c� eo cD+� +N w i GB 2648.53 +Z +o cN i, +N o m = Y o rnao oN om cow o,°' �' < w W w nln I-u� CD + +� S Q J 0 000 �aoo �1`6 M 0+27.57 M N r�c. D U D LL C) + + FINISHED GROUND GB 2649.74 0O m FINISHED GROUND MN NN +� C' N N 2650 c, 2650 2650 - - - - - - - - - - - - -0.38� � � - - — i 5 S�ONAIF — — — — — — — — — — — — — — — —-- - -0.55% -1.85% — — — �1G5 \CENSFp �i - - - - - - - - - - - - - .L O � 2.00q EXISTING GROUND 1.75% � � � 1.50% 10.50% EXISTING GROUND 20593 03/20/25 2+89.57 -1.75% y Q7 GB 2648.24 -10.50% 9�° Tq re of s 2645 2645 2645 2645 3+50 3+00 2+00 1 +00 0+00 3+75 3+00 2+00 1 +00 0+00 -0+75 —SHE ET— P1 . 6 Lf) 00 L0 i CV CY) PL PL 47'-6" 13'-0" 34'-6" 00 Cn � z o 6„ I N N cn Q > w 1' 5'-0" 8'-0" 9'-01, 3' 9'-6" 10'-6" 2' DRIVEWAY PAVERS w 3.S qp F/CC I SLOPE VARIES + E W E Z f 1.75% SLOPE 2.00% SLOPE 2.00% SLOPE �J V CD—I I s Sao 11=III.,.III=I 11=1 11=1 11=I I I, ,I 111 II I I II 11- ' Q CONCRETE SIDEWALK PER PARKING 2.5" OF 4" OF 3/a" MINUS EXTEND BASE MATERIAL J ISPWC SDCAPIN STALLS ASPHALT PAVEMENT CRUSHED GRAVEL 6" BEHIND CURB (TYP.) J LANDSCAPING BUFFER 0 30' 60' 0 30' 60' Q 6" VERTICAL CURB NO GUTTER. PER 3' VALLEY GUTTER. 11" OF 6" 3" ROLLED CURB & GUTTER U ISPWC STANDARD DRAWING SD-701A. SEE SHEET P1.5 MINUS PIT RUN PER ISPWC SD-702. SCALE 1" = 30' SCALE 1" = 30' (D W 34'-6" STREET SECTION W/ 3FT VALLEY GUTTER & PARKING STALLS z(D CD n - NTS - = U SEE SHEET P 1.3 SEE SHEET P 1.5 SEE SHEET P 1.4 SEE SHEET P 1.5 W uft u uu p I � 43 44 4 46 47 48 49 42 51 52 53 56 57 I � 58 59 62 63 66 67 70 71 I �� 5 50 54 55 — . •� O N p 60 61 O 64 65 O O 68 69 O O 72 73 I O x L.L U 1. d , , G • • , , • A I Z .Z1 d W d e A • , • : • • d • • J d M O' I •• •° d ° •' I I �• �• a ., d d• . I o I, °� e• •� ,• °•• ♦+4 °•• I I te e.• •• • .. • e •d •• I W d., b .e • e e • • • • N f • d• e • h . •• A. •• . . ° • d • •• p e4 4 tl .e. °' p X ran —� I �J o( Z ) I d � I _ o O o\\ BLAZER LN.( PRIVT.) o p �� ALLEY-2 0 o BLOCK 1 ALLEY-2 �' p 3+90 �' o I 0 — 2+ b 0 0 00 I III. I D m 3+7 .35 , — — 2 — — + — — — - AL + 00 p �� � 4 o o I�I x i o x O M N I o I Ep d d �' = z f O O O O O r �b 0 z , 0 C e . ♦ •d♦ ,d • • • • • • • d A. _ °•• e • • I e d 9 q • O }} • d I •e• • • • ° 1 I I °• • •• ° ° a I d .. N 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 1 x e 76 77 80 81 82 ♦ 83 g O O O O O O 74 75 O 78 79 O 84 85 88 89 I W I I I II O O O Q SEE SHEET P 1.4 SEE SHEET P 1.5 SEE SHEET P 1.4 SEE SHEET P 1.4 > O Q BLAZER PROFILE ALLEY - 2 PROFILE 4+00 3+00 2+00 1 +00 0+00 3+75 3+00 2+00 1 +00 0+00 W W N Q VERTICAL SCALE VERTICAL SCALE m 0 3' 6 0 3' 6' SCALE 1" = 3' SCALE 1" = 3' 2660 2660 2660 2660 CV z CV o 10 F s9 �x� �� 2 \SJ cn co I o SJ �3 x� 9, 00I�'� � o LLJ to x�� 01 °x° 8 Q �P 9• �x6 z N o I �� W 00 W w S �x ° ���� L °x°° V Q J N a m 2655 �� 5�P 2655 2655 ��P��� N °° 2655 � N CD w o N o P � CD CD �� o� W w CD cn N af N O Ln 0 + O� N O O a- 0 (n O C D t/ 5 O O M O N N L o +c�0 +c�0 ``r' C D m 0� M«) m p N O N O N r \ M O N v O� CD M N FINISHED GROUND °' � � 00 0 I)CO O N O ai N� �Ln �� � � " 10.50% m o � �� rn r±N co� +� FINISHED GROUND U N W m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �, m c, 0.40% m = Q m 1 -0.40% - - - - - - - - 2.00 o v o o _ _ _ _ _ _ _ — — — — — — — EXISTING GROUND -1.82% 2650 - - - - - - - - - - - 2650 2650 2650 — — 40% S\o NA� F 2.10 .00 o -1•52% EXISTING GROUND 1 75% 0+10.50 �1G. \CENSFo �0j 0 2m 3+57.57 GB 2651.29 GB 2649.54 20593 0+17.00 y 03/20/25 GB 2651.58 9 �p �reoF �oP ��Q' R.V. Jj G 2645 2645 2645 2645 4+00 3+00 2+00 1 +00 0+00 3+75 3+00 2+00 1 +00 0+00 P 1 . 7 IUD 00 L0 i N CY) 1 W O 00 � z Z o cn QLLJ � z 0_ • • J CD N — > Q wxH� I ❑ Q O 0 30' 60' J w � I J 30'-0" I SCALE 1" = 30' U CL 2' 2' VARIES VARIES 2' 5-0" 1'-0" = O rrznn O 3. I V yqx F SAWCUT CENTERLINE I MPX F�� CD I N = U 2.00% SLOPE 2.00% SLOPE S�OP� I W MPX c�� --_ SCOPE SGOPF cu I -- w O D EXISTING ROAD SECTION 12" OF 6" CONCRETE SIDEWALK PER ISPWC MINUS PIT RUN DRAWING SD-709. (INSTALL SIDEWALK I I = a • , AS SHOWN IN PLAN). — — - O 4" OF % W " MINUS G G _ I U Q CRUSHED GRAVELfffT 6" VERTICAL CURB NO GUTTER. EXIST. I OP W 2.5" OF ASPHALT PAVEMENT SDLLJ R70 A.0 STANDARD DRAWING — _-0 0 1 '00 N +00 PRIVATE DRIVE 1 P P N OP �p — + P M30 PRIVATE DRIVE ADDITION STREET SECTION O � N - NTS - � — — °�• C L� o I— — 4- 00 .. CD I I .• , - J co _ N04 . '. • G < d tr � • A • In J V w v • v, N � — Q • I ` Z � w < I •° co SEE SH SEE SHEET P 1.6 SEE SHEET P 1.6 W � 0 � CD � W � Q Q EXIST. PRIVATE DRIVE - 1 PROFILE -0+50 0+00 1 +00 2+00 3+00 W o Q VERTICAL SCALE X 0 3' 6' W SCALE 1" = 3' 2660 2660 C7N S O 0 _ N F F�%s� 9l� tix 5 W cn ro c� ca'�� v~i O° o / x z o l cn Co w Lj N r� � M 2655 P°x °x� T°x° ��P� 2655 N CD z o N °°° �'�e P��� r o o ci) o CD CD J� z a- Z m Z Q�\ J o0 U O m �0 Z a_ U Z Z o M c0 N N J O N N r W U U LLJ N � = Q J �_ n + N D U D LL- � N M 2650 — — — — — — — — 2650 o — - - - - - - - - - - - - - 5S\ONA` F�L �!G \CENSFO t1j EXISTING GROUND R� 20593 y 03/20/25 �O �reOF koP ��Q' R.V. DUNG 2645 2645 -0+50 0+00 1 +00 2+00 3+00 —SHEET— P 1 . 8 L") P — — L0 (�j 0 0 0 0 0 0 0' 0 f 1 I N N 0 0 BLOCK 1 1 o I w E TRAVERSE LN (PRIVT.) II _ Q o CD o I d S z M M M O cn 1 0 0 0 0 0 0 1 I QLLJ 0 30' 60' LLI z 0 0 I I SCALE 1 O " = 30' J � I O3 O4 O O O7 O8 9 10 11 12 13 14 I Q � 3 I I J O D m m x U V J w w 1 S I I I I I I SSMH 3 z STA: 6+58.00 r I� O 0 �� _ I I BLOCK 1 I o I SSMH 2 STA: 3+83.08 0 S LINE A s +, o s 2 s -LINE o I I I I I I I I I I I I I I I I I I W CDQ w 3 1 I 1 I I I `z O 0 LL U w I I I m21 15 16 19 20 22 23 24 25 26 I Lw o N � LL- CD 3 I Io j ® O I F11 i��o -�] F \\ EXIST MH 1 o w o STA. 6+39.05 O Q G z ~ J M M • OM W SSMH 1 w AINSLEY LN (PRV.) \\ EXIST. STA: 2+63.25-LINE A } _ _ _ _ �_ _ PRIVATE DRIVE 2 STA: 1+00.00-LINE B LINE A s s LINE A EXISTING 8" SS — — — — — — — — — — — — 0 2+00 I 1+00 \\ w s SS —OP— SS OP 0 �I� I I I I I I I oP~ _ ^ m l I I I I I I I I I I • I \ / J � r _I I J } w SEE SHEET P 1.10 Q 0 II I ' IIII I • w � Q u� SS LINE A PROFILE I u� 6+75 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 ww Q w VERTICAL SCALE 0 3' 6' SCALE 1" = 3' FINISHED GROUND Z 2650 2650 Z \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - " II Z EXISTING GROUND w C",I_ F W I I Z0 , � oI0 w — oo o Q Lj w 2645 1 2645 z " w " w N w J I I W wwo cN c N -< o cDC p 0 (n O CD ♦ M m V � mLLJ p I I m o = I I z 270.93 LF 8" SEWER ® 0.6 q I I Q w LLJ48" w = Q o o o o SSMH 6+5 115.83 LF 8" SEWER 0.41� Q 1 I 6+58.00 SS -INE A-SWR RIM 2649.8E 8,264 12640�2 - O NA F� 48"0 SSMH 2 I \CENSE� 3+83.08 SS LINE A-SWR 48" 'L RIM 2648.4t 2+6 SSMH 1 m +63.25 SS LINE A-SWR 8" IN 2640.88-E RIM 2649.1 2640. 20593 8" OUT 2640.78-S 8" IN 2640.30-S 48"0 SSEXIST MH 1 6+39.05 SS LINE B-SW N 03 20 25 C� 8" IN 2640.30-N RIM 2649.9E S- � 8" OUT 2640.20-E 8" IN 2639.15-W 9�0 Tq rE of ioP���Q� 8" OUT 2639.05-E �'R.V. 3 vNG 2635 2635 6+75 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 P 1 . 9 . �, SSMH 7 — —STA: 7+25.00 ao � ® I ° w W r N (n 3 - - - - o - - I - - - oO C'7 W O ° O w C) 1 Z O hi) 0 p -T" C? �; Io0 cn QLLJ Ol c~—n — — oo ° — — — — — °O 0 30' 60' — — — w O O LLI • Z S 3 SCALE 1" = 30' J n EXIST MH 1 _ _ _ O M — � I STA: 6+39.05 Z - - - - - O O o cn co I U O ° n� N � � N Z 0 n o0 00EE1 � _ 3 - - = o PIR O O Z N O ° ro PI - - - M ��� 0 O d LLJ n 0 Do NO — — — — — — — — — — r I LL Lu LLJ 0 3 O - - - Q w Ll O m - - - � z N L N n � I SEE SHEET P 1.9 N I 3 — N � SEE SHEET P 1.1150 � - - I o ° m 00 I Z O - - - - 0 w U / \ + w w w Q DD �z QQQ ff n CD � M M M M M M M —m— STARFISH 9 I STARFISH LN (PRVT) W —LINE A— — — LINE B — — � N — — LINE B —LINE B— — � — LINE B — — 2 —s s s � s SSMH 6 Z N as as cl as as STA: 3+73.18 _ SSMH 1 _ _ __ _ L STA: 2+63.25—LINE A SSMH 5 N 1+00.00—LINE BO O O O O ° . O O O 77TISTA: O O O Z —' -- - - -- STA: 1+00.00—LINE C Q w � SS LINE B PROFILE 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 VERTICAL SCALE 0 3' 6' EXISTING GROUND - - z SCALE 1" = 3' - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2650 _ _ - - - - - - 2650 N o — — — — — — — — — — 0 _ - - - - - - - - - - - N m FINISHED GROUND uj 00 U a w — oo o aJON w cn Q z N N W w W p o N N o � � M C CDcnl CD CD z 264 645 V m = mo z LLJ z � o 347.82 LF 8" SEWER @ 0.407 Q w w = Q U 0 L� 4 123.01 LF 8" SEWER ® 0.427 48"0 S MH 7 42.18 LF 8" SEWER @ 0.41% 7+25.00 SS LINE B-SW SS\o NA L F� RIM 26 1.5t 2640 48"0 SSM 8" H 6 8" OUT 2643.40—W 2640 ��� \CENSF� C� o 48"0 SSMH 5 RIM 2651.Of 2+46.18 SS LINE B—SWR IN 2642.00—E 2 0 5 93 RIM 2649.7t 48"0 SSMH 1 8" OUT 2641.90-N 8" IN 2641.38-S cn 03/20/25 p 2+63.25 SS LINE A—SWR S 8" IN 2641.38—E RIM 2649.1 t 8" IN 2640.30—S 8" OUT 2641.28—N �p k re of ioP . � 8" IN 2640.30-N 2R . 3uNC, 8" OUT 2640.20—E -SHEET- 2635 2635 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 p 1 . 1 0 Lf) 00 Lo N � N W E C'I O O S � z 0 � cn Q w 0 30' 60' w Z SCALE 1" = 30' J O J o I N 43 44 47 48 42 52 53 56 57 J I 45 46 49 50 51 54 55 Q SEE SHEET P 1.10 N o () U-) t (� LLB Z 0 � o m I 1 1 Ur C) Z � U STA: 2+46.18-LINE B STA: 1+00.00-LINE C 90• r -� 2 r - 0 Q + 64 w 0 o s s s s s SM 8 "PLS o LINE C BLAZER LN.( PRIVT.) O LINE C EXIST. N n _ _ _ I I _ _ _ _ 4431" ° m o w w II w w w IS�Tk"3+46.:641 I I I PRIVATE DRIVE 3 O wLu a a o N Z o a' I I 02 ILLJ f o 0 0 0 o 0 0 0 0 \ b�X�b�92 3 Cr- SEE SHEET P 1.10 58 59 62 63 66 67 70 71 x W 4 1 60 61 64 cn 65 68 69 72 73 O O to W SS LINE C PROFILE Q< W 0+00 1 +00 2+00 3+00 4+00 U W 2660 2660 O VERTICAL SCALE � W � 0 3' 6' SCALE 1" = 3' W � Q 2655 2655 FINISHED GROUND 2650 - - - - - - - - - - - - - - — — — — — — — — — — — — W - - - - - - - - - - - - - - - - — — 2650 z w a EXISTING GROUND o S o W p, F W oo W ~ � U 00 0 264 2645 z " � " w W w w O CDNI N N o [if ry- p 0 (n O CD ♦ �7 m V � 342.64 LF 8" SEWER ® 0.61% m m Z o w 48"0 SSMH 8 z Y 3+46.64 SS LINE C-SWR Q w LLJ RIM 2651.0f �Q �_ o= m = 8" OUT 2643.46-W v o 2640 48"0 18MSS5LINE B-SWR 2640 SS\o NA L F,L 2� 2+46 RIM 2649.7f 8" IN 2641.38-S lG �CENSFo �j 8" IN 2641.38-E � 20593 8" OUT 2641.28-N y 03/20/25 0 9 sr �° 4 'I-EorIoI`- kilR.V. DUNG 2635 2635 0+00 1 +00 2+00 3+00 4+00 P1 . 11