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HomeMy WebLinkAboutShady Creek at The Preserve - Revised Preliminary Plat 7-7-22 r� N E :.;;:.;;: >.>: ::>s:: Z OSED WATE� I 0 •D PRESERVE PUD,LU• �ti V TYP. \ \C W > N BLOCK 1 �` \� 1 �t I 100' 50' 0 100' 200' W (7 r LOT: 01 \> \�� l 'v Z l7 0 0.47 ACRES / ����\\ SCALE: 1" =100' O 0 E 6' SIDEWALK (24" X 36" SHEET) s SIDEWALK, TYP. \ TYP. ALONG CHENEY DRIVE Z �/� _-"� • 6z sa w� - BLCK1 �� I CANAL OWNED BY TWIN FALLS CANAL COMPANY (TFCC) LU T 2 o ^�\ / �z 39 ".�.•'• 0.42 ACRES o EASEMENT ON EACH SIDE OF CANAL PRESERVE POB,arc EXISTING WETLAND, TYP. O IVY///���///�1) 06 N / ::• e ass BLOCK 2REXISTING 27" SANITARY SEWER MAIN, TYP. LOT : 23 ADA CURB RAMP, TYP. NON-BUILDABLE PROPOSED S 3s5oj \ BLOCK 31 r 0.52 gCR.ES�� - 2RF FS _ WATER RETEN-0 EA Iw'w Z M t f1 BLOCK 1y ' BLOCK 1, �0.47 ACRES 0 1�PRESSURE//�� � '�' �y CH NEY DRI E EAST �su3 - �o � A LOT'5 t� Jr'h - ROAp'AND 0.49 ACRE 1 BCOI�IgATIflN EASE BLOCK 2 ^-- '� a -A 0 48 A ES +\ /' \ h m-�_^+`O s ss ss - 3+ N SIDEWALK TO + 'ti; / LOT : 22J� LOT : 19 �i ss ss�� MATCH EXISTING, I �5'. �°k 0.45 ACRES / � iR 0.52�ACR r„•` - ROAD AND-- ! •^1• _ g - 3` ��-r � / X7,SS I.1•tl' PEDE Wq�L WAY A D PEDESTRIAN SIDEWALK AT - ^ ACCESS I BLOCK 3 PROPERTY LINE s 0 ES \e J660^i' BLOCK 'TJ.' BAQ 6tS2 EASEMEN BLOCK 3 12" WATER _ _ _ ' �OCK 3 r i�f LOFr: 7 OOOKKK LOT :1 MAIN, TYP. - _ OT :9 LOT :10 N N Q W' BLOCK 2 PHASE 1 I S %LLT", 2 I BLOCK 3 0.65 ACRES xa .� BLOCK 2 t 0 �A'Rpp L T 16 r 0.45 ACRES BLOCK 3 10' PEDESTRIAN WALKWAY 4 ACRE ¢ % N s LOT 1 �2f >l r 0. 9 IAC E LOT :3 I 1 BLOCK 3 \ 1 w x a o 0.45 A RES;o�, �: {�co ti ,\t '.61 ES ry� _ 1 LOT :4 LOT :5 1 00' UTILITY :. o a ..._..... i � LOT 20 1 \ \ 0.59 ACRES 1 BLOCK 3 " N _ A^< •`%` �"'' - ' d 0 38 AC ES C�tS I C . .`°%'`h°t II 0.49 ACRES 1 LOT :6 I BLOCK 3 BLOCK 3 \� A PEDESTRIAN zQ ii ii ••••••••••• A3 ,FlCRES� ti ��� 0.48 ACRES I T1 \ f R tiLOTS»:_i••:>:. LOT (�' ��� R �� �....,%- , v���. 3 0.4E 5'CSIDEW 1LK.TYP. LOT :8 SS EASEMENT -�, 1 LOT :7 N� v n �' - \\ l t 1 n ' OCK r tiT 'e• IBOLOCK 05 - �7v� R - -ss a� 2 0:48 ACRES ACRES o r ow gL0 •.gi ; BLOCK 2 -4k 0 45 ACRES 1 0 39`ACRE 40 ACRES ,`LO bLO - N E LO 27-ACR ��a. T npv A- 8" WATER �� v.� _� - - }�� �`�� \, ':� � �a,0 _�'_L m w-�w�ss- ��kOT :11 r _ II PBLOCK 2 psi -:..,8 K 2 i MAIN, TYP. .. I t I BLOCK 2YJ J BLUCK 2 7 - sit - .:•.-- y� j. 'Sow 8' SANITAR BLOCK 2 BLOCK 2 BLOCK 2 I + -- i ♦♦ , E N T''(P PHASE 2 -3666 (u L�"f''''��02 BLOCK 04 LO `•Otz s.` LOT : 07 LOT 08 LOT 09 LOT 100 -- - A �BLN.CK 3•`� 1 LOCK WER AIBLOC� 3 'r• \`� �r 4 •r� / ,(kT40 ACT2ES,�I o,40�•CRES.✓sble.`0.5 CRES ,-"-0'.�,0 ACRES I h0.50 ACRES 0.50 ACRES 0.50 ACRES BLACK 2 BLOCK 2 10'' F, S LOT:1'8 t 1 T�17 1 LOT :�6 'TOT Y'KNOCK\3� I LaS.K 3 `� I I - -I _--, I I LOT 11 LOT 12 add 0.46,ACRES \ OJ �F�s�o 1''ryp 46 ACfA 1 f 2p '14 �LOT' L BLOCK 3 l so 4a oo.arw \ A.46 ACRES I l ?� / LOT 2'cs?o o.az 8" SANITARY S WER MkIN"iYR._ 0.33 ACRES 0.5E ACRE6 \ti�A�KN/AY \ \ e^.o-1, ..-• \ 0.4E A ES I ') I r o tiNr 302,51!- - -`�?sssa J ` ,S+ \\ - _ t' \ ,sib• �, / /0.47 ACRES"' I 0.45 A ZEST) t 1 ) !-44Y04" c 5a9'42 09 a6•E 192.71 saMa rE 14 may.) �j-J ry t' SABAM SUBOMS/ON I ,%l"323)3 O- 264.89=� \\ II 1 4 ( " � BENCHMARK LOCATION - sL0 ♦ 96z46 _ �, t zoxEv R-z o`-.aOTCK 31 r` R NON-BUILDABLE LOTS _�a�_16�-. „ �aisem vp,„W TOP OF MONUMENT 0.1S5„3 �•.•. -\ - 1 PROPOSED STORM t3 �� "`� - _ r o\e w NON-BUILDABLE LOT e ELE�V:TE 3665.80 iS.OP UTILITY I LOT 2: 291 `rsi c WATER RETENTION AREA \t�hn r 0 4 ACRES BLOC �• \\ m LOCK 3 - Moms°vaz.R. PEDESTRIAN �� A s LOT:19 v\ CCESS EASEM .28 ACRES 1� IRRIGATION & OPEN SPACE �� �t 0 63 ACRES -- �Y'/' y j Y -^- ,.,���.,.^.-...",.�•••• } I• t ON-BUILDABLE LOT 0 / �'?•✓ w ` RIGATION & OPEN SP �E SHADY CREEK AT THE NON-BUILDABLE LOT w tsLO�.'4C 2 f I\I\• 3 UTILITIES & OPEN SPACE 4I�Q ` LOCK 2 ! : I ON ACRES OT`\28 I i• BLOCK 3 NOTES: U ti �t't}ft CANALS I OT20 PRESERVE A P.U.D. EMEf�T 1' 0.57 ACRES 0 7 8" WATER - STORM1. RMWATER DRAIN SYSTEM, WHERE BE VEYED REGIONAL EGIONA�ETENTION PHASE 1 LOTS WILL2E PROVIDED.HASE 2 LOT 18, AND ST RMWATER WILL ALSO ASE 3 LOT 29, AS BE CONVEYED ANDHOWN ON PLANS, VIA TOWARDS INFILTRATION w8 OCK"�--I LOTCKP7 MAIN, TYP. LOCATED IN SECTION 2, TOWNSHIP 10 SOUTH, SWALES LOCATED WITHIN THE SHADY CREEK DRIVE ROW AND THE CARRIAGE LANE NORTH ROW, WHERE DETENTION WILL BE PROVIDED AS LOT : 33 - 0.30 ACRES I 1 d P EssuRE IRRAr1oN RANGE 17 EAST, BOISE MERIDIAN o WELL. _ 0.45 ACRES _ _ MAIN •, ` " ,� �, BLOCK 2 I,' 16 BLOTi 13 T I a 2. STORM WATER RETENTION AREAS AND LANDSCAPING AREA TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. _ _ \-LOT : z6 f 0.64 KCREs V TWIN FALLS COUNTY, IDAHO Q33 ACREg? 5' S ALK TYPE /' r 3. PRESSURIZED SURFACE IRRIGATION WATER SHALL BE PROVIDED TO ALL LOTS. TIE INTO EXISTING PRESSURE IRRIGATION SYSTEM, TO BE -- BLocK 2� _ _ b-+ o SERVED BY A PRIVATE PRESSURE IRRIGATION STATION. SEE JOINT VENTURE AGREEMENT FOR MORE INFORMATION. / OT : 's4 / 5-FT Box _ 'E 0.50 ACRE'S� '�/ / 7 CULVERT BRIDGE 4. WETLANDS FOR "THE PRESERVE" WERE DELINEATED ON FEBRUARY 6, 2018 BY FISHER & ASSOCIATES. _ /rrBLocK 3 P 5. THIS AREA IS NOT WITHIN A DESIGNATED FLOODPLAIN. RR9P0SE FI HYDRQ[JT, TYP ti`\_ /\ 6.68 ICRES f- E 4100 N r �BLOCK''2' A,.... 2i ��� 1 PROJECT 0 6. PHASE 1 LOTS 27-29, PHASE 2 LOT 18, AND PHASE 3 LOTS 27-31 ARE NON-BUILDABLE, THESE LOTS ARE TO REMAIN AS OPEN SPACE LOT : 35 ~�- ON-BUILDABLE L CHENEY DR LOCATION AND TO BE MAINTAINED BY A HOME OWNERS ASSOCIATION. asg ACRES 1 RIGATION & oFLNISPACE W ��h a c ON-BUILDABLE:.. IOCK 2 - 6. SEE SHEETS P-2, P-3, AND P-4 FOR A MORE DETAILED PLAN OF EACH PHASE. T PROPOSED 1 aAT : 36 s'�tIlbB DcK 3 - College Of q STORM WAVER U 2�ACRE / LO :24 / ,�,y Southern -'��s-' f. TENTION AREA I S ` 6 J AC ES r - �+� 'q - W 7. AT ALL ROAD CROSSINGS OF EXISTING CANAL, A CONCRETE CULVERT WILL BE PROVIDED TO CONVEY THE CANAL UNDER THE ROAD. ti ri ' e Idaho <BLOCK'2 �i 36 STORM SEWER N A S INLET, TYP./ 8. ALL LOTS WITH THE CANAL ALONG THE ROAD FRONTAGE WILL REQUIRE THE INDIVIDUAL LOT OWNER TO PUT IN AN INDIVIDUAL CULVERT `i OT .'37 Fall.Ave W P a FOR THE DRIVEWAY CROSSING. z 9.6E CRES {/ 8" SANITARY 72 l s �'`'• ff SEWER MAIN, a ,7vteadows�o _ �- _ 9. ALL LOTS WITH DUAL FRONTAGE SHALL NOT HAVE DIRECT ACCESS TO ANY COLLECTORS. f \ U �� I BLOCK i i r W (� } �oT:2� - 4 J cSTIN,G 24"SANITARY / 'BLOCK 3 I 11 0 52 1ACf�ES t ( 1 - - - TWINLU LEGEND: SEWER MAN, TVA. j/LOT:34 1M1t�iv I zr , + _ Q " PROPOSED GATE VALVE ----EXISTING TILE DRAIN BACK 2 y �® ;•ff 0.52 ACRFy '/It * -=- FALLS F ,,, �,;• I- LL M PROPERTY BOUNDARY LINE LOT-. 38 - m / A / w v 0.69 ACRES, �•:� I HWY-30 Q Q PROPOSED LOT LINE o PROPOSED SANITARY SEWER EXISTING WETLANDS AND CANAL I .► /// M: �" / B 1 1 / `A _ p V Z Z MANHOLE NON-BUI ABLE \ BLOC 3 �° G1163( / a Y - EASEMENT LINE EXISTING CANAL TO BE LOT Pace LOT:3S ���/�E i ERRS Twin _ W 0 PROPOSED STORM SEWER CATCH RELOCATED P l ���0.32 ACMES�/ 4i I > l Falls W WETLAND BOUNDARY BASIN pf ( I �/ W 3 PROPOSED STORM SEWER � PROPOSED RELOCATED CANAL ss EXISTING SEWER MAIN a BLor:3z3 _ T� rAI, _ HWY-30 U a MANHOLE EXISTING PAVED ROAD o.o A PHASE 3 p 35 A ,,h BLyfcK 3e -w PROPOSED 8" WATER MAIN I( MEDRELIT1S �Tr� �br:27� PROPOSED SIDEWALK 'J Cp1 M o,3 AcdEs VICINITY MAP Q -ss PROPOSED 8" SEWER MAIN R 8! _ � �d�TVJLi EXISTING �' NOT To SCALE Z OOTS SPACE/ NON-BUILDABLE 32oAc1 %/�// , TION TIL^ PROPOSED WATER SERVICE /, �'' ®/ii�i� DRAIN V� PROPOSED SEWER SERVICE -"► PROPOSED SURFACE WATER / v/ ' Bloc�3 ft FLOW DIRECTION TINT X1 IN JA o �R PROPOSED PRESSURE W Q9'RI ��L a j wTt j 't1.o nUNIL s 1�v IRRIGATION MAIN EXISTING AND PROPOSED 0 100-YR OVERFLOW PATH 11_ t Lo�35/ I�r/Bloc 3 /I K oI x >' �� . I WALKWAY\ `o PROPOSED IRRIGATION SERVICE tit / 'l r'�� �� _ SHBBr# BENCHMARK LOCATION I^ HLOTC293 3.J•; G ! \ ST PROPOSED STORM SEWER MAIN TPx �t �,' �ca / 0.75 ACRES 0 APPROXIMATE TEST PIT BALD ___, e r__2 P-1 PROPOSED FIRE HYDRANT LOCATION - E� KEN SO rnn _ '4 7 - 0 3 V ` N O Z W C C 2 p m W v w bI� gg W L9 T S O Z 0 � E q Z �L -pM___ph S 5_TYP PA____pM LLI lO+f Tl2 g I. GROUP WATER METERS Z v~i LOT TOGETHER WHERE POSSIBLE. `r� Z M WIDTHI s V Q fn J� q W r Lei, �P ^ Z M O O q l BLOW OFF ASSEMBLY, N J LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION 30 % PLAN REVIEW �i:9 S w a .r7 ACRES ; N w Q J a RIO PIR� RR \ -PIRR-PI PIRR PIRR-PIRR �w j C 15 � \ S TYP RR L v_x o sD-sD-sO SO sD-SD-SD-sO-sD- c� z 4 II II 60' 30' 0 60' 120' ��K1'S fssssfss sfssufssssf ¢m a 0 �.22XAC 10'MIN �� o J SCALE: 1" =60' -W-w-w .'`.{T}.'`,w w-w-w-w-w-w- aL a (24" X 36" SHEET) h• X / R/w ? `� R/w R/w TIE INTO C E WEST ROW, SIDEW AND UTILI S (WATER A IRRIGATION \ 'CONNECT TO PROPOSED 10" ry PRESSU[RE IRRIGATION MAIN (SEE MASTER PLAN) NOTE: LEGEND: -]a9], 0=004.3 \\ \ OA VERIFY SERNCE LINE LCT NTIO ENGINEER AND LOCAL IRRIGATION STORM GRAIN LINE SO-SD- L _ \ AUTHORITY.PRIOR TO CONSTRUCTION. •.•.•.•:•• DRINK-'DO NOT WATER LINE 55• \ R \ O AND PRESSURE PIPE TERMINATIONS TAG TO BE LY NSIBLE ONIRRIGATIONSERNLES SEWER LINE ES5 E © 12 AM SOLD COPPER INSULATED LOCATOR WIRE LNG ENOUGH TO BE PRESSURE IRRIGATION LINE PIRR 55�' •• S52 32 " \ \ PULLED UP AND OUT TO ABOVEGROUND LEVEL 29'5a \ RIGHT TAP -OF-WAY LINE _RA_ R/w 22.61 \ O PLASTIC E IS REQUIRED ONE FOOT(1')BELOW GROUND DIRECTLY ABOVE THE PIPE.ABOVE GROUND ALL PIPES MUST BE CLEARLY LABELED PROPERTY LINE -PA- DO NOT RINK*. j ti \ 1 OE ALL P SEVER SERNCE OTABLEMON-POTABLE CROSSINGS TO BE PER DIED SEPARATION WATER SERNCE REQUIREMENTS. PRESSURE IRRIGATION SERNCE .Y 1 / ADA RAMP, TYP. R s Ay- YANH LE TOO 3o PRESERVE PUD, LLC BLOCK 1 ` aLOT: 01 L=n.3e,R�io.00 - R 0.47 ACRES \ IDAHO STANDARDS TYPICAL UTILITY I STANDARD DRAWING h a'\ / l - FOR CONSBRUCTLIC IONWORKS SERVICE LOCATION N0' LSD-903 w 1 0p:•JIt Q EASEMENT PROPOSED 8-IN SANITARY SEWER e iq n .•.•"• 3'h9WE BLOCK 1 MAIM, TYP. e a3 "T•a'3:.'..�.{•�.•.'•• NTH./n3/ "R.�z /\ e 1 L-11u.R_1LOT: 2 a053.1 9 t. 0.42 ACRES s\ PROPOSED SED sa•sr 24,8rE R n,n > i CULVERT ~ -IR I3R..:�- IR PROP SED 8" WATER M / 1 k o\ BLOCK 2 \ •• E \ PROPOSED / 1 LOT : 23 \ 6' SIDEWALK SANITARYNEWER /%op 0.52 ACRES / W _ IR IR IR R - N\ BLOCK 1 SERVICE, �1'P/ / \ R R LOT: 3 ` s 1 �• EXIS N /�UL��T7�7� N01 0.47 ACRESsl �.�^zaj/ \ 's w _ l.I1L'1 VL' i a _ BLOCK 1 BLOCK 1 .� 5' SIDEWALK / PROPOSED ��o ?:�"" \ w w - w _ w_w c LOT: 5 LOT: 4 \ FIRE HYDRANT 5.00' /` /� 55 SD ss - J'l' w 0.49 ACRES 0,48 ACRES 15.00' �ss 44'38'26.11"W 1 // SS 39.00 BLOCK 2 / BLOCK 2 988 42'09.89'E -g2]R-1000 SS SS r �oo,.a PROPOSED SANITARY /a''> u LOT : 22 1 �/ LOT : 19 I.I' , °`053- (a W SEWER MANHOLE, TYP. \ �.^`�� .1�/ �"9z 0..5 aACRES / 0.52 ACRES IP _ cn ADA RAMP, TYP. 21 33.69 // IY R IR IR IR I2 PROPOSED WATER PROPOSED 12" WATER MAIN - - - - W Q - - rvr 26'19.66"w _ ' o PHASE: I VALVE, TYP. 15.00' UTILITY / _ TIE INTO EXISTING _�'- 18 R,3o/ >D TT�9, ��6 ': I -� AND PEDESTRIAN of O a CANDLE RIDGE DRIVE L�wo3s. / STORMWATER .\ III m sea_a2 09�"E EXISTING CANAL ACCESS EASEMENT E ¢ AND UTILITIES WATER, s i RETENTION AREk /��i EASEMENP, T'FP. 1zss3 BLOCK 2 III T BLOCK 3 LLI ( TO BE REROUTED a1 SANITARY SEWER, AND L=30.81.R=21.so �/ �/- 10.00' IRRIGATION LOT :17 BLOCK 2 DOCK 15 / LOT :1 (/� Q ass NI a=oez.1 // 1� I I mf- 0.59 ACRES I 0.45 ACRES Q J 5 IRRIGATION EASEMENT 'I- m� W w a wzas4s oss5•w BLOCK 2 f r� LOT : 16 4 0.59 ACRES ,a� I Q a LOT 21 �I,TI1 BLOCK 2 I 0.61 ACRES y, W P 0.45 ACRES wIl 1 LOT 20 �I+ �I+ BLOCK 2Ip I 10' PEDESTRIAN I L=0.84,R=11.50 �' I I / Irti - I LOT : 18 REROUTED CANAL aooa.z II Q a o PD I \'o \ hIIIR 1 0.38 ACRES zl� =I- 0.33 ACRES I" WALKWAY = =uso Z FIRE HYDRANT - -1e.z N a ,as 5' SIDEWALK I -11" 1 PROPOSED WATER - or '44,R_55.0� II II V W J Q 2 N n •••• `-3190' -0a50 `I� _ SERVICE AN METER, PROPOSED 9 \ L=42.20.R=55.00 \ PHASE 2 O Z_ -•BLOCK••�_ BLOCK 2 ��°s R - -I - - - - - FIRE HYDRANT_ aoaa.o C - LOT 01••• LOT : 03 �I' \ _ - - - IR_ IR 1 1 K C 1 0.40 ACRES BLOCK 2 "a h w w - 13500 1 - \ BLOCK 2 s \ z a F •b y 0.39 ACRES _ °" 3 w w w \,-. \ BLOCK J LOT : 14 i LOT 05 sT w w w 4 w 0.61 ACRES Q Z w L` STORMWATER I 0.27 ACRES - - - s T I�g.47,P=s5.o0 0\ 0.48 ACI s W ha 32 30.00' TFCC v b [• RETENTION I ry 9 R zs _ _ \ Y a 3 - - 142.01 _ I AREA ea^r2a. // \ - -s3 - - - - - _ _II EASEMENT \� �$ \ W 'r N8W 4.8]"w azoo � `-ooai'R=1zs.00 -� - - - 15.00' UTILITY - - -00 - _ s-a4-E_ \ M Nab.5 24,eTw -I S 8-2 A- \\ Lu Y .k PIOPOSED CULVERT �U I T I -1 _ ro I I EASEMENT III3 I R46.50' 1 \\ U Q ^' •� BLOCK 2 III BLOCK 2 WIC BLOCK 2 BLOCK 2 BLOCK 2 I' BLOCK 2 I." In R� - s5A`' _ S \ _ „I LOT 07 BLOCK 2 _ R55.00' ROW a C LOT 02 LOT 04 �I* PI L� LOT : 08 \ 562=2b'06-20"E 7•` S ofi ofiE Q 'o 'l 0.40 ACRES LOT O6 0.50 ACRES 1� �� 0.50 ACRES PIS LOT 09 LOT 10 P �°a's+e>E --R�x.9 a I h 5.15 0.40 ACRES la 0.50 ACRES �I TIN 0.50 ACRES - 0.50 ACRES "I^ I FIRE s3 8 I N YD 30.00" TFCC IN LLOTC: 11 H RANT BLLOCK 2 EASEMENT PROPOSED IRRIGATIO SERVICE, TYP. II EX TILE DRAIN, 1 IN I� i E •L - I APPf�OXIMATE LOCATION III I PROPOSED 3-FT WIRA OPEN 0.33 ACRES of 0.56 ACRES '^ o IR us.e� -IR iR - - - - - - TO BE REMOVED DITCH WITH 15-FT BASEMENT PROPOSED PRESSURE I V/ IR - - - - - _ _ II EACH SIDE OF DIT IRRIGATION MAIN, TYP. _ N89.32'St.99"w IR 'M IR IRON IR IR1 nHN--Lee �yF�.o01R _ Nab'32'51.99•W N8a'38'36.03"W N88.3B'36.03"W I IR IR IR IR IRt]BISit Ifj I X. _ Nae'az'os.as"w Nea'42'o9.a6"w IR6. Icy •�- SHEET# NO 44 N88'42'08.1]'W N88'42'09.0]"W N88'42.09.07•W N88'42'08.1]•W O1 SAHARA SUBDIVISION °?62 o ZONED R-2 00 N88'42'09.86"W KIRTLAND, SHERRI L BLOCK PHASE 3 - 34.44 ZONED R-2 L \ P-`] 0 0 'RIOT A,oI-o , E x `o 3 u ` N O Z 00 C C Q jrW w w OW L9 T Z O b Lu •L Wy M W W /Z • V ZM Q W Q ZM N 3 cQi�a J r 60' 30' 0 60' 120' LA SCALE: 1" =60' 4= Z 4 II II (24" X 36" SHEET) ¢m PRESERVE PUD, LLC CONNECT TO PROPOSED o O 10" PRESSURE IRRIGATION MAIN u a PROPOSED ADA RAMP, TYP. 6-FT SIDEWALK EXISTING WETLAND, TYP. STUB OUT PROPOSED UTILITIES FOR FUTURE CONNECTION IR IR IR R IR IR IR R IR� IR PROPOSED r L� I IR PROP OS AD RAMP, TYP. s\� STORMWATER w _ w _w w CHEIV Y DRI EA,. T IR •IR z ss• OVERFLOW + R a+ i �s ss s Saoe3 7.R=,o.00 ss ss ss—® ss�_'n'�_w_ IR WATER VAL TYP. PROPOSED STORMWATER RETENTION IR _IR_ IR , SS S _ "—W— _ IR IR IR IR SS W— W / I PROPOSED ADA RAMP, Tae� 35 IR — —IR-,+ea¢—IR ssW �ss SIN I — =aaaeS lR_ I nR,.� BLOCK 3 T BLOCK 3 PROPOSED PRESSURE 10.00' IRRIGATION _IR \ BLOCK 3 LOT :10 <sE BLOCK 2 LOT :1 mlp I IRRIGATION MAIN, TYP. EASEMENT — OR s931R,=a.z. Iw-- LOT :9 0.65 ACRES / F LOT 15 / 0.45 ACRES WATER PROPOSED 2-IN \Q�41 ACRES / BLOCK 3 PROPOSED A RAMP, TYP. 1 / 0.59 ACRES I LOT :3 BLOCK 3 3 15.00' l/TIL fl'o / o I 0.59 ACRES LOT :4 �I„ 3 A\ p' I I X I BLOCK 3 3 10' RE STRIAN WALKWAY \�', AND PE ESzTRIAN / / I 4 / 0.49 ACRES -1G LOT :5 0lg BLOCK ACCESS,EA EMENT / I I \ + ,^w PROPOSED 8" SANITARY Nln 0.48 ACRES �I� LOT :6 °I„ BLOCK 3 BLOCK 3 \ PROPOSED FIRE HoYDRAN v II \ \� i srvc oa 9s s SEWER MAIN, TYP. 0.46 ACRES -1. LOT :7 Ala LOT :8 \ N 0.45 ACRES =10 So+isw > \ \ EXISTING 24" \"o — — — N 15.00' UTILITY 0.44 ACRES /3 a \ \ � EASEMENT ui R=s so oaso R-ss oo •3 K BLOCK 2 \ �z SEWER MAIN saT so'ae.a•w� _ — 5-FT SIDEWALK PROPOSED WATER o \ Q. \ ��•\ ,.59 �z - — — — — — PROPOSED SEWER SERVICE AND ,y5oo / + oN \\ 0LOT ACRES \ \ /.�gp0 - _ — — — SERVICE, TYP. e `� \ \ \ BLOT K23 �a?s' - — — — — METER TYP \ PROPOSED DRAINAGE y n d� s 1 �\ 0.48 ACRES s w - - - - - sa.00�s INLET, TYP. W - - ao. �r i w 3 I BLOCK 3 / f �oeo.o �q an�oo a — iz Iz _ - w LOT :11 0 E \ _ _ �sr \7 / ys `9/ 12.00' — — �- —z— — — — — -= W w _ W / -osv0.64 ACRES / / I a is / PHASE 1 s / PROPOSED SANITARY I PROPOSED I 493eR A M 1 \ \ s /� SEWER MANhOLE, TYP. FIRE HYDRANT I PROPOSED 8—IN "s\$ �. / I L=4 = L=)1.15,R=55.00 sg. g > �` �� m I WATER MAIN, TYP e=oz2A -74A a ❑ R=u.00 ----- _ o.o BLOCK 3 BLOCK 3 BLOCK 3 R46.50' w ___ e E•a \ / LOT:18 LOT: BLOCK 3 I `=s.e �amz ❑ c 2 BLOCK 2 0.46 ACRES =Ie 0.47 ACRES LOT :16 LOT :15 BLOCK 3 R55.00' ROW 11 LOT 12 7 0.46 ACRES 0.46 ACRES LOT :14 „I; BLOCK 39 „I< BLOCK 3 / a N 'eES I 0.56 ACRES Q;PROPOSED ADA RAMP, TYF�. SIN =I� 0.46 ACRES �I LOT :13 LOT :12 _ \ I _ 0.47 ACRES =1= 0.45 ACRES /PROPOSED ^+ I,LI \ I _ PROPOSED ADA fie, I PHASE 21 I IRRIGATION w Icn R IR iR IR RAMP, TYP. �" q° /� 0 Q \ s — — — _ — — — — — — SERVICE, �•••� \ \IR-e3.44 I -wee- IR IR \ \ rv88'a2'09.t3•W IR ,38.ee IR IR—�5.eg IR IR �gy02R --� BLOCK 2 \ rvsa ar o9.irw rv88'ar 09.,rw W a LOT 31 0. S \ \ rvsa•ar o9arw ese ar o9.lrw mi 0.46 ACRES �N PHASE 3 LU ❑ v IN BLOCK 2� BLOCK 3 W - J EUCCAMEUSO, TERRY LOT : 29 W a ZONED R-2 / \Q28 ACRES \ \ \ \ 0.63 ACRES Z a Lu H Q a LL Q Z W a a 3 W M Y LLJ V/ U Q a Q 0 0 0 SHEET a P-3 0 0 ` N O Z W C C Q jrW w w OW l9 T Z 0 b •L 60, 30, 0 60, 120' LuW M SCALE: 1" =60' F- (24" X 36" SHEET) �z Z M �� Q- W Q ZM N N� V � o OmON / NWU¢ TIE ROAD INTO EXISTING CARRIAGE LANE NORTH STOP SIDEWALK AT PROPERTY LINE I ' f- w 15 VERIFY LOCATION OF EXISTING WATER LINE FOR TIE IN "z • NO'41'25.92'E NO 41'25.92'E 41'25.92"E NO'41'20 IR NO'41'25.92"E NO'41'25.92"E NO'41'25.92'E NO'4,'25.92'E NO'41'25.92"E PHASE 1 LL 6�. S5 IF IR N0-a266 IR IR IR�}`. IR_ IR 3.gp0 _IR t110.n_ IB].9t IR IR�5433 IR 10.0 0' I R R G A T I O N j - - - - - - - - - - R_ - \ PROPOSED 8" WATER MAIN, TYP. EASEMENT 10 ' PEDESTRI WALKWAY \ \ I I I NNW-\-\ \ ••\•\ '�'s,•• \30'\TF o EASEMENT, l_orW�aPOan IMIII / I3N7oYI.m rr..'/ m mo 5 = O ' SI EWALK 6-FT SIDEWALK O PROPOSED SEWER oo 46.50 EAS , i/PR OSED FIRE1i \ s\ \ o 0 0 �I� o o I SERVICE, TYP. < s 15.00' UTILITY EXISTING CANAL m J o I m J o m J o - - �� AND PEDESTRIAN _ ` \ 15.00� LITY PHASE 3 1 _ Pso\ACCESS EASEMENT AND PEDES IAN, ,It / 41go.ft=n5o° zrE PROPOSED STORMWATE RETENTION =1.3a =11. o •06 o6"w o_ - \ACCESS EASEMENT� - -zstl� '' � h• \ J / Soo -56.iR y. .. 45.00 ]5.00 �g so ,. / w \ i� \ �•0 25a2;wFIRE E Iw•41' 2 sa-4r' M M M No- / M_ �T \ FIRE I L=32.e1.R 55.0 .06• , ^`f l ��Sy. I - - �56'06 a6.�aC �o Y"?0 36' TFCC s yew �. -`GNP \ N co w HYDRANTg5. aRs 2z.os 0 0' PEDESTRIAN o o Q EASEMENT, TYP. \ °z\ y"t 1 R=1 Ls-8 a I so rn PROPOSED F / AI \\ WALK WQ'f a \\ m n ''' o r Q MI6 / PROPOSE 8" SANITARY °=0 ' N N HYDRA{4T / y s�. "'\� moo I mlo / i / SEWER M IN, TYP.^W R55.60' RO / o F Q ��/� A / N \ `/p2j (yjQ _Ov\F •••' • �\ \ / = 0�^ �i' / New 'aIm YNU :lo �'NK mom • U W I� R o r O nl� U..Q o\s PROPOSE < o N oo Q moI -t o rn `'•\ FIRE HYD IA °� N••'.•.•.•. -32.99.R=19. \ R / \ m O M i O //v`� '•'� d=105.0 - 56. .& j4. ?22 \\ .. P/S 3 y n3.eo �R\ o o Q STORMWER�bET, •4p= so'39'+s.Orw EXISTING CANAL v � I � UTILITY°�J n a/yam \ �' '. \ �,•• ° <.6 s-s-]e• C0 O 2]S I9,. '. / .99.R=19. . (ZR Rat14 M R55.00' ROW EASEMENT ^'^, e e 4}'33 ] `-,as.o °° - _ ]+.3s L=62z''a=ice \ z sso V \ /' w 3o.a /p3 \4 � 16.92 � (a86. Cyj.. 50'39'15.01"W � ... •Rg • / \ a� N�m \�Y yW 2'� \ Y M U \ �'•• ll` /� 2 °\R>I6>.p�H s'13S \ \ � O I I U N Q L=9.69.ft=11.SOJ \` \ O Q \ • 0J]t. - - - - = o o ADA RAMP, - - i z w m J r N56'07'5]/I5'W o °01 5-FT SI&WALK v "� °J p /PROPOSED WATERw_ PROPOSED FIRE H�'ORT M a \ ❑ SERVICE AND \� \ _ _ i / °� w o �"� ss / METER, 12 - 18" \\ slo°� fl' e ss ss 'I °° \ ❑ n FROM WALK TYP. // VA \ W IR v��ora N31'26 02 R=239.00 1}2.04 - a ,a/ PROPOSED FIRE HYDRANT �" SS .6'p 4.6' / - - - o/ \ ��' _ LE WATER VALVE, LLI PROPOSED 8" SANITARY \ _ 60' TILE DRAIN ' EXISTING 24" N43'33'5].09'W SEWER MAIN,;TYP. L=19o],R=8s.ao EASEMENT 15-FT BOX MAIN, TYP. PROPOSED SANITARY SEWE 3P4 w I CULVERT BRIDGE Q A / UNH �/ry o ol YNU w PROPOSED Ym I I I w I I I W = H i o0 0� oo SANITARY oQ o�Q r r Jo / mom mJ� yoNoUN pIcn SEWER mo"co mo m_l ql ola om Q UJQ0' IRRIGATION m o II W oJ.0MENT O MANHOLE, ooy Jo^10 TYP. Lu Q aJ d EIXISTING TILE DRAIN I o o RI" PPROXIMATE LOCATION I PROPOSED I zl I z d a I =1 IRRIGATION zl V W J Q PROPOSED PRESSURE I SERVICE, TYP. I PHASE 2 a - IRRIGATION MAIN, TYP. IR 1ss991R IR IR�]P-oe- IR IR IR .eE-IR IR�aa6e- IR IR�^'-]e IR IR 1a 6.66 IR IR�i&°6 IR IR �251R1 13R3 VI a r LL y SO'39'15.06'W SO'39'15.05'W SO'39'15.05'W SO'39'15.05"W SO'M''15.05"W SO'39',5.05'W SO'39'15.05'W SO'39'15.05"W 30'39',a05'W m I Q Z mow/ 'S p Y N U N U�Q Y SKYLINE ACRES SUBDIVISION w ZONED SUI m J v 3 I I W ~ M w a Q 0 0 0 SHEET a P-4 o E 0 ` N O Z al C C Q jrW w w OW L9 T Z C O b Lu •L Wy M W W /Z • V ZM u Q W o ZM 82.0' ROW °D o O ADJACENT ADJACENT �� �w GRADE VARIES - GRADE VARIES ' 9.0' 2' 2' 9.0' 6.0' w TIE INTO24' 24' TIE INTO U�Q¢ roa �D�EWATI IDEWAL EXISTING GRADEEXISTING GRADE TRAVELWAY STANDARD CURB �2% CROWN (TYP.) 2% CROWN (TYP.) 2% _ v'.Ex N CONCRETE LA E LA E m a SIDEWALK STRIP STANDARD CURB HOT MIX ASPHALT PAVEMENT PER STANDARDS STRIP a CRUSHED CRUSHED %" MINUS AGGREGATE CONCRETE o u a AGGREGATE BASE BASE PER STANDARDS SIDEWALK :OMPACTED SUBGRADE COMPACTED SUBGRADE CRUSHED CHENEY DRIVE EAST (COLLECTOR) TYPICAL SECTION AGGREGATE BASE COMPACTED SUBGRADE NOT TO SCALE 3 78.0' ROW 3 o ADJACENT ADJACENT GRADE VARIES GRADE VARIES 6.0' 5' 2' 2' 5' 6.0' 2'I TIE INTO TIE INTO 2' 24' 24' EXISTING GRADE DEWA TRAVELWAY STANDARD CURB IDEWAL (~ EXISTING GRADE 2% CROWN (TYP.) 2% CROWN (TYP.) 2% CONCRETE - z SIDEWALK / -ANDARD CURB HOT MIX ASPHALT PAVEMENT PER STANDARDS Q%y CRUSHED CRUSHED " MINUS AGGREGATE CONCRETE > AGGREGATE BASE BASE BASE PER STANDARDS SIDEWALK a COMPACTED SUBGRADE- COMPACTED SUBGRADE CRUSHED o AGGREGATE BASE CARRIAGE LANE NORTH (COLLECTOR) TYPICAL SECTION COMPACTED SUBGRADE NOT TO SCALE f Q c 3 0 50' ROW d 2 2' 5 6.5' 16.5' S 1.5' ADJACENT GRADE VARIES IDEWAL �TTR'A'VELWAY TRAVELWAY IDEWAL TIE INTO EXISTING GRADE y% ROWN (TYP) 2% CROWN (TYP) - Lu COMPACTED SUBGRADE / ;' RIC CRUSHED AGGREGATE BASE� HOT MIX ASPHALT ' U w / I PH CONCRETE SIDEWALK J J PAVEMENT PER STANDARDS W COMPACTED SUBGRADE CRUSHED 3/4" MINUS AGGREGATE U) BASE PER STANDARDS W INTERIOR (RESIDENTIAL) ROAD TYPICAL SECTION NOT TO SCALE Lu J *CANDLERIDGE DRIVE HAS A 68' Lu = J (n ROW TO MATCH EXISTING Z F- Q J_ U L L Q o Q Z_ W a W z - W U s Q T T pS E gry tl SHEET# e 8 P-5 d e