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HomeMy WebLinkAboutClubhouse 12 at the Preserve - Preliminary Plat 11-16-22 N a CLUBHOUSE 12 AT THE PRESERVE, A P.U.D. '74v o29 LOCATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 17 EAST, BOISE MERIDIAN Z 2 . TWIN FALLS COUNTY, IDAHO E 4100 IV � O z oL \ 1• 11 r �" ( '•',�"�7 h n c. ---- ��i- PROJECT LOCATION w W ^_ 1 r ���+/�06 \ -v ;TING 6" •..- _ f `II .C�:Ilcl1r -Cca•r D Zm_ fI IRRIGATION MAIN g' o : .•_ - _ 'v9i/ Y �rnn G l `a46 collegeOf ow Nay Lu E v s� tiIA gLICE / Eil -( 1LLLl, hl f {1 THE SPR1NC45 �17C. Q S� Z 1" Suu them AK S RVEE / i� re THE PRESEG�L 1 Idaho °D N 52 -0 ZONED R> S44 z6.orE / 6gti ''\\�� R --• 3220 OVERALLPROPERTYPLOfa / :'F.. f = !IvHod�nti�n _ W --- §bawrlBlva � BOUNDARY, TYP. a W.J.• _:_:r l N <' � � / F ` TWIN PROPOSED t .� !�.' ? f 7�o �' .• I/ ). iManogar z FALLS E 900 Ra% ¢ AN m CLUBHOUSE -rAL�.TYP. ``' / \s 0 , HWY 30 h _ EXISTING 30" DElELOPMENT t � s :' �� I t - w a SANITARY BLOCK 1 / SEWER MAIN to a BLOCK 1 LOT:16 G y, 1.87 ACRES 1 I L T•3 si..J \ \ �I \ ( Twin QQ�'^^ Falls > r . SEWER-S 'RVICE,�TY�. / ibiez 3aio•E e=s.00 IP T '� (�� a Q. /-wj64a4/ `� .� A f� r`•'s N 'u, l < I T1E INTO EXISTIN'G_. - /- r �1� a ma m� sag•zr ss.�o• -s� 589'27'33.70"E •I � 3 r SIDEWALK -• . `�/-�' �r i �' + -is -/ M ! /s / \ - - / `-�• BLOCK 1 R55.00' WATER SERVICE;TYF � •-��� I / c HWY-30 R BFN.0 INARK LOCATION . LOT:2 /Sae d j " ie s6'� _ O � - a / BLOCK 1 \ gLqCK , P F MONUMENT e r/ 653.67 0.32 ACRES LOT:4 f''° s44•3e zb orE LOT:14 2 l 1 ��/ / R46.50 r=ssoz 9.9z 7a CR yy � \ •"`'• '� � / 0.53 ACRES f4 /�e 57 I I TIE INTO S1Sr. <� '19 .36E r /y / � \ 5/ PROPOSED\ \ °,z ,- VICINITY MAP EDGE '\ �/ / gLOTK1 'm�•s PROPOSED 8" "'%•''0 STORMWATER PAVEMENT 9�„ "s NOT TO SCALE 0 ACRES �' _„.65 s WATER MAIN /y„ RETENTION AREA/ 3654 "50 1 n'39 Loo•w / ° EXISTING PUMP HOUSE o=u.3e BLOCK 1 / �i</� 5§S53 y LOT:5 0 62 ACRES /1Y EAST PERRINE CANAL PUMP . t 4#. 11 tl TO SERVE IRRIGATION SYSTEM �\ NOTES s a 15.o0'STORMWATER // \ $ TIE INTO TIE TO �C',�° / °°°� s`� -33.>> EASEMENT � r // 0 K FIR r 6 ExISTING EXISTING fi:13°, / �� ,3ssa BLgcK>1• / ,� AL,TW.� r 1. STORMWATER SHALL BE CONVEYED TO LOTS 14 AND o s"w SIDEWALK WATER-MI I 5 q0 k, s 15.00'UTILITY /\ LOT:6��� > ,(, / T / / \ EASEMENT / ° / y�57. w \ / t 15 AS SHOWN ON PLANS, WHERE REGIONAL DETENTION r' � 38s>soo'w0.551 AgR',E '` / 71 V Ai- WILL BE PROVIDED. STORMWATER FOR THE CLUBHOUSE22 N y4- ib"/ // LOT LINE, TYP. J s,• S��E�M 1 „\ \ \ WILL BE DETAINED ON LOT 16. N -se / BLOCK 1 /i 1 ��'� v o - LOT:12 � \ / PROPOSED FIRE ; 5 { ,;,W \ \\� �\ \ 2.STORM WATER RETENTION AREAS AND LANDSCAPING 55 0.31 ACRES HYDRANT, TYR. ° 3 7. R 1 y" .•'ADA CURB RAMP, TYP. �` \ L_13B j j - 1 r \ v AREA TO BE OWNED AND MAINTAINED BY A HOME _ PROPOSED STREET \'o �i .3z R-,,:So \3 .� 1 OWNERS ASSOCIATION. { 'q\ LIGHT, TYP. R-53.03 RI���dON SERVICE, Ir. I 1 / ••••••••���� ��•••"• � °9� 19.07" \ 1 I J W :PROPOSED WATER VALVE, TYP.', ,•', ,° 3656 E A 54 \ \ 3. PRESSURIZED SURFACE IRRIGATION WATER SHALL BE o ,C' _ \ yry„��° BCO.FK 1 t \ 640'.03'10.85•E \ / I PROVIDED TO ALL LOTS. TIE INTO EXISTING PRESSURE _ •�-•// ••'•••.- T" \ BL06K 1 zz.a7.e ( I TIE TO EWER. c I I r IRRIGATION SYSTEM, TO BE SERVED BY A PRIVATE XISTING SE _ �.0..�2 AC _+s\ s �n\ LOT:V l 1 \ ' 0.32 Ac>�Es � i PROPOSED 8" \ PRESSURE IRRIGATION STATION. SEE JOINT VENTURE PROPOSED 8 ,° -++ AGREEMENT FOR MORE INFORMATION. .•-1• .• -,�o S0 I \. /IRRIGATION MAIN / Q • •F SANITARY SEWER ,� aA.eo• z� 1 r i MAW z^�° -\ 6'}< )// / l., 4. WETLANDS FOR "THE PRESERVE" WERE DELINEATED ON FEBRUARY 6, 2018 BY FISHER & ASSOCIATES. BLOT:Ko\1\ � �oe�` // 5. THIS AREA IS NOT WITHIN A DESIGNATED FLOODPLAIN. a '•.`r6; :-••.-- \ �\ �� 0.31 ACRES\ /tss9. / �Ttsoo' 6. LOTS 13, 14, 15, AND 16 ARE COMMON AREAS, TO BE 15.00'-\}�nuTA BLoc�1 y / % / \ MAINTAINED BY A HOME OWNERS ASSOCIATION. w 5a" -LOT:e I ti / EAS NT a3,7�ACRES +� 1� 3�03.14"1 / ( > 41.08 .c .. _ _ •r`- l LOT:9 / CANAL.;TYP. ; cn -.- c r„' vI� ..--r..•..•'�.T...,EXISTING 27- SANITARY SEWER MAIN �6� 0.47vA,CRES s V� I)� DOWNED/CBY O TANYFALLS W w _ /•..-.'•.- :• .'•• -::•-.:.'•. �� `6� SIDEWALK / f \s _ LEGEND: a °/ // z �' ••'� PROPOSED 10" t-,__ i� r m PROPOSED SANITARY SEWER PROPOSED -• .•¢ • .- -•• IRRIGATION MAIN \ �,'32 zo 3,•w rf � �-STORMWATER j PROPERTY BOUNDARY LINE MANHOLE � W �. �-� .,r,T6S srti� .•.�• :• .. K 1 <� �� =RETENTION AREA J Z_ a ��' •'�3 � L v� - - PROPOSED LOT LINE O Q 3s ACRE J o1r / / PROPOSED SIDEWALK Dr Q �_ S - UL ,PROPOSED 12" WATER MAIN / �� 33:�+ / / "°i r A EASEMENT LINE i vV COMMON AREAS Q Z W r J>o` \ \ s.°°•�f yam ss EXISTING SEWER MAIN WETLANDS (V •-' •' t .. � > � ��'� 1 t' > I � /' I/// a 539'r59"0,4.�+,"W r0 �� k yG .i; :• ° 5s+ T w y0 f -w PROPOSED 8" WATER MAIN PROPOSED SURFACE WATER Lu ~ � t" .• a''F1r :• -••.ram STORMWATER � \ � PROPOSED WATER SERVICE FLOW DIRECTION INLET, TYP.r, �-„� ' ,C•�, "• �� si a• \` \ EXISTING AND PROPOSED -ss PROPOSED 8" SEWER MAIN 100-YR OVERFLOW PATH O �2 PROPOSED SEWER SERVICE BENCHMARK LOCATION m ' PROPOSED PRESSURE ® CANAL PUMP IRRIGATION STORMWATER INLET V ' - PROPOSED IRRIGATION SERVICE 60' 30' 0 60' 120' Y PROPOSED FIRE HYDRANT PROPOSED STREET LIGHT SHEET# SCALE: 1" =60' PROPOSED GATE VALVE (24" X 36" SHEET) 1 OF 2 ` N O Z OD C C U9 W w Lu T OZ 2 ° b Z •L Wy M W W /Z • V ZM u Q W Q ZM N 3 cQi m a J n z4 II II ¢m 82.0' ROW 3 CL a 5_NP o j o ADJACENT —Ph— ——Ph 3 Ph—— —Pn— LL a ADJACENT GRADE VARIES GRADE VARIES ' 9.0, 2' 2' 9.0, 6.0' TIE INTO T/2 GROUP WATER METERS TIE INTO �DEAL 24 24 IDEWAL —EXISTING GRADE LOT q s TOGETHER WHERE POSSIBLE, EXISTING GRADE TRAVELWAY STANDARD CURB W1DTH % 2%CROWN (TYP.) 29 CROON (TYP.) TYP d _._. CONCRETE LANDSCAPE LANDSCAPE R a BLOW OFF ASSEMBLY, SIDEWALK STRIP STANDARD CURB HOT MIX ASPHALT PAVEMENT PER STANDARDS STRIP \ LOCATION TO BE DETERMINED CRUSHED CRUSHED 3/a" MINUS AGGREGATE CONCRETE' -"f AT TIME OF CONSTRUCTION AGGREGATE BASE BASE PER STANDARDS SIDEWALK I \ PLAN REVIEW COMPACTED SUBGRADE COMPACTED SUBGRADE CRUSHED afR "nP R/'N AGGREGATE BASE PIRR PIR���IR PIRR %RR—PIRR COMPACTED SUBGRADE 5 Try ITT e-r • p — CHENEY DRIVE EAST (COLLECTOR) TYPICAL SECTION 0'MIN fss—ss�ss � si ss—ss E ss—ss E -W-W-WT,,�s1}',W I rT -W- 1W—WW—W—W— R/w� � 2 0 W 15 UTILITY I _ 15' UTILITY N EASEMENT I 50.00' Row EASEMENT NOTE: LEGEND: I DIMENSIONS SAME HOT MIX ASPHALT PAVEMENT PER STANDARDS I OA NERIFY SERMGE ONE LOLATON KITH ENGINEER AND LOCAL IRRIGATION STORM GRAIN ONE —EO—SD— \ W AUTHORITY.PRIOR TO CONSTPUCTION. m I Z WATER ONE —W—W—W— OTHER SIDE CRUSHED �S MINUS AGGREGATE I B A D NOT SURE PIPE TR BE CLEARLY WSIBLE ON IRRIGATION BERMES \ 2,00 D/ ROLLED CURB O AND PRESSURE PIPE TERMINATIONS SEWER ONE ASS—SSA h 1.50' 5.00' 16.50' BASE PER STANDARDS AND GUTTER SIDEWALK TRAVELWAY Z PER COTF © PUWD U12 AM P COPPER TONSULATED ODGAMR ABOVE GROUND LE�ELE LONG ENOUGH TO BE PRESSURE IRRIGATION LINE PIRR w COMPACTED SUBGRADE RIGHT-OF-WAY ONE R/w F 2`a DETAIL) — OD PLASTIC TAPE IS REQUIRED ONE FOOT(I-)BELOW GROUND DIRE— Q 2% CROWN (TYP.) —— ABOVE THE PIPE.ABOVE GROUND ALL PIPES MUST BE CLEARLY LABELED PROPERTY LINE ——PA— p r r y NOT DRINK*. SEWER BERWCE � --, C OE ALL POTABLE/T ON-POTABLE CROSSINGS TO BE PER DED SEPARATION WATER SERNCE .-r - REQUIREMENTS. NOTE: ALL MATERIAL DEPTHS SHALL BE TO CONCRETE SIDEWALK UNCOMPACTED PRESSURE IRUDA—SERME @ CURRENT ADOPTED CITY STANDARDS. CRUSHED AGGREGATE BASE SOIL IN MANHOLE Q Q ADJACENT GRADE VARIES COMPACTED SUBGRADE LANDSCAPE VALVE N AREAS IDAHO STANDARDS TYPICAL UTL STANDARD DRAWING a FOR PL.UCCONSTRUCTIONKS SERVICE LO C ND' �S D—9 0 3 Q INTERIOR (RESIDENTIAL) ROAD TYPICAL SECTION L -CLUBHOUSE VIEW LN > c n a W 0 a Lu � — z U Lu W = J Z a LL _j Q Z Lu N a Lu F_ 2 00 J U SHEET# 2OF2