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HomeMy WebLinkAboutHarvest Creek Subdivision Phase 4 N XL Llml e artrel-7-hi, - - - - P.O. Box 12378 Livingston, MT ���, - - N line of SW 1/4, Sec. 2 blade EX57M Be sAlexwOe Scale In Feet °`STALL mPaeARr �� -- _ __-- ,, u15 `( [N89'22'06"E] aAL TEI Ac e75rALL arr ST 60 0 60 __(ceA�LsfeaEAcrl- 5•:r �� cae sm P,dG Na wmo-a I� E'CSIMG - -_ - 18 0 18 �' - r auleRr M 1.30 Scale In Meters -- wsrw ar,rvsTAwOARn —% — (.zsf,A _ ittxx) DEAD ENO BARRICADE - �S_ _( �.�-_- - __ - ca.B.Sm.DNG Na D9Bf0-Z N _- 3------- J nM� N f Nei► / AN ___-15 - _-------- __ -_ /( Vim• m 7u an sm , zv..o }I II T PEDLSDOAN RAIPS(TrP.J narAL1 NEW 6•I al III II _ _ LOT 1 Gas.s.. MGMG Na(02529- I /I � CJ — MAP IL Ilj� I I ... 1� Q - _. III III O O iN II II — - 1 11 III J •II II r---� �I 8 Ij I III C II L 1U LOT 2 c 6 ------ =-- LOT a ii ,' =__�_)-_)-- I ti, I III !II I i%/ A-4i' ' I I I III II U-) I� __ &7E e s d I. I 'III III II I I - } �I III III II \�\� in L I II !II II J II ;I I !H II _ _ III III LOT 9 r` a „• �I i�l „• I L,Cq� yi rJZ� EpL,,,, I _ f4n s -_i � o T ;y LOT �V Q - mil; LOT b U NOT TO SCALE - T�1�1;r _ - LO] 10 s ;= LOT LOT 14 LOT 1 zw I, LOT 1 ; �o� [OT 15 L T -17_ n INSTALL RW-RAP AT OUTLET _._ _ -mp Ebs,WlC i I L 0 T 1 P, � cEmvncw Pam DRAWING LIST FL E - n �. AB - OVERALL PLAN AND DRAINAGE/GRADING PLAN �+ LOB ear'' nep'�z _ w- R 3r.J] i WATER P ✓ � 'r -AB E LAN & PROFILE (HUNTERS a( E S WAY) \ ,e d (Jaia7 �'I:. III � A82 - WATER PLAN & PROFILE (OAK STREET, FARMALL STREET) O AB3 - SANITARY SEWER PLAN & PROFILE (FARMALL STREET) r\_ AvzA J AND DETAIL SHEET - N n-Ee=3zez r1 w-m-9z,; 1 li I A84 - ROAD PLAN & PROFILE (HUNTERS WAY) AB5 - ROAD PLAN & PROFILE (OAK STREET, FARMALL STREET) m-gip - STORM SEWER PLAN & PROFILE OAK STREET) AB6 - STORM SEWER PLAN & PROFILE BLOCK 22 TO DITCH) R NA-s4 m PARK,V`s vL o-Je.e� cc LOT LOT 2 T C LEGEND „I �,- -$$— PROPOSED SANITARY SEWER LINE `� \ (jC a� L262 ® PROPOSED SANITARY SEWER MANHOLE N _il_i-ale ---SS EXISTING SANITARY SEWER LINE J I EXISTING SANITARY SEWER MANHOLE aN ("�'? In C1 PROPOSED SANITARY SEWER CLEANOUT —w— PROPOSED WATER LINE - r IC T 1 W EXISTING WATER LINE - -#( PROPOSED HYDRANT a w D4 o SP,q -- - PROPOSED WATER VALVE ^nM -_, --___-_ �• % -_ - qd PROPOSED BLOW OFF HYDRANT zoo - �A LOT 25 i I `Je PROPOSED MONUMENT BOX �` tI STALL att I^ INSTALL NEW 6' II NIDE IT TS RAMPS(T1P) DaBeLE cunER( n • `" PROPOSED STOP AND/OR STREET NAME SIGN sm.om zszs-f _ LOT 26 III' INSTALL TEAVOWY y e e■ PHASE LINE as-DE-mc Rruo�E EbsTIM DEAD O I el (WMn MWAQ) END BARRICADE C) 8 III _ - PROPERTY LINE �1 PROPOSED DITCH LOT 27 I Ij '10 DRAINAGE POND OULET CONTROL STRUCTURE INSTALL aTv 51ANDARD 1 - _ I �� DEAD END BARRICADE 1(44.20) PROPOSED SPOT ELEVATION caa sm DNc Na o9efo-� ten.- PROPOSED DRAINAGE DIRECTION (DIRECTION OF DOWNHILL FLOW) ® PROPOSED STORM SEWER MANHOLE �'ErtL Paa O\ �., O .- LOT 28 Ij " III \` 4 O —37— PROPOSED STORM SEWER LINE INSTALL CdJOPETE NEAOERO _ i III ill AT END t PALEMENT L III SEE DETAIL SNEET GENERAL NOTES V\' ,' III II I ON 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND �O \\\\ SPECIFICATIONS, AND MEET CITY OF BOZEMAN STANDARDS. _ �` A10 �VAAV LOT 1 AIj 111 O 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL � BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE - / /� /� /'� \\\ jr m'.w" I N} CITY OF BOZEMAN ENGINEERING DEPARTMENT. '/'7/ C L ' L4r'1D I �Is All I 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE (78 LO 5) U� \� ----- ------ --- - ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., _- -- -------- - --- FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. --- _ --_---_- INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. _��__ -------- 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 1 - BEGINNING OF CONSTRUCTION. I O)0 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR To BEGINNING CONSTRUCTION. 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. _ -���- W AS CONSTRUCTED 7. TRENCH BACKFILL SHALL BE TYPE A. 8. BENCHMARK: FIRE HYDRANT #807 LOCATED AT EMILY DICKINSON SCHOOL �/0�01 ELEVATION = 4750.29 "STAMPED FLANGE BOLT", CITY OF BOZEMAN DATUM 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. $_ o A f N a SEWER/WATER/STREET PLANS �' '���G a p HARVEST CREEK SUBDIVISION — PHASE 4 ° 'L P AND �•�N " ;e 1065561-1-1 S�Psz(106)SEl�97Q8 foID9che�n�meers om DRAINAGE/GRADING P o A BOZEMAN, MONTANA DRAW V C1'flRF RD15L4f' g s :7 W� / 11 ♦R / oft � ��/r j/ / ' q _ X1S"'vu DITCH / a 7 PARK C mil `, �pCAIlON EXISTING DITCH // a •Arft H LOCATION / n `88 Sheet 1 of 3 118ftftleftallsom so Oai ; as as sl-mii fs- as Owls a�-mgI mi I1 �-�61�-��•��i-��i�--F♦E����■ it ��� it�� o } ti -- ' BLOCK 21 J ■/`7� 4 I � o (36 LOTS) J■+ � �� p p QQ i XISTING SS AIN INSTALL P807ECAYE LARDS AROUND BCH II°���'r��-a PER C.O.O.STD.bWP NO.0271E-5/ - / O w N -0T 2---- - -------- i � 2 I �7� BLOCK, 2 - 1 cj a" 3 J � o y 154.75 S 77.43 1 09.31 256436 9'38' 7" 0 °� 50 343'36'1�" 341 12 9'21'23w] N16'2341 \ yy m a o c ry�x Q �n°P�GPQoO°p�° [N18 3'21 „W] r� x NSPERLCOB sm DW.NNoD�2ie so aoN p �y O � � 1 / C`4r I Q'�OJ Gam° p�` QJyP JP •.� GR,�G�yT.. Q.P� ,y•GQ-Q`t�040\/ �P? eh P=� ,1�66 0 JP� 4,� ,�0� 0\' �',�cQ' ��yP�G 1►��r-�1 tib +. .�O�Q_ ,Q. �, p Q-O� . •0 � � 0 �. F. F, .p' J y er�-C�' O G °h +PTV J J Q �a Q�� Q-°� P�� CZ'� ��O� P-4 .. J G 2 P P 0 O'� y � 0 J � o J 1r ^aj '.� --1- h �OFy 10 P ° 1 '�' y ', �, ryb:°Q,,�Q- ♦ytCZ' QQ,Q� Qtvy ,�'h Pam ' .yb JJy� ��p�SG �F,�SA&I <'- HUNTERS WAY �oxQoo9��GP� ° x,a��P 4750 +0+ O\OG� O p'S•y0 E P �J��®PAC a - y'� QJP�' �O - ©h2P�'Cr J�� z _ _ _ 3/4" WATER SERVICES O L4 riR DE LT RT ecfpQO = ROPOSEQ - ___ 17+28.2 14+44.2 P -----t---EXI TIN GRADE 17+98.7 15+14.2 ------ --- -- - --- - - - 18+68.7 15+84.3 4740 - 19+38.7 16+54.3 ry +y P�Ct Jrv�� 141 LF OF 8"CL SS 51 20+08.7 17+24.3 DIP WATER MAIN 20+71.7 17+94.3 11.Pi-OF PaJ� 0 C O R SERNCE B'BEIfER MAIN 21+51.7 18.65.3 W ,-. + ssNc 22414.E rT, N O G CROS NOS(7YP.) 19+31.5 I„i.� - yP�Qo_ ---" "----- ,r, W TER MAIN _ - MAIN 23+48.4 20+64.9 ETA O 40 LF OF 1M CL SS 1 24+18.2 21+62.5 DIP WATER MAIN -_- --_ _ -" �z + 325.1 LF OF 8"CLASS 51 DIP • p5.1 LF OF "CLASS e5 24+88.2 22+45.6 0 1 '+RCP S w . 25+58.2 23+27 S R CRO ! G 4"TNICK x 4' INSULA DON 26+28.1 24+01.7 OVER!WATER MAIN OM STA 26+84 " 24+75.7 4730 -TO STA- 33:75- 0 4"$EIWR SERNCE. , - -- 25+50.7 " CROSSINGS 26+25.6 354FOF8"CL SS51 D!P WATER MAIN a 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+0u 19+00 18+00 17+00 16+00 15+00 g Drawing Date: 8/24/0 f WATER PLAN AND PROFILE 9 CONSTRUCTED 1 - ABI m /OL O1 A81 SCALE: ':0' HORIZONTAL AND 1"=5' VERTICAL a F, 0045 ti AS CONSTRUCTED 8/O1/O1 Sheet 2 of 3 Ay m= , % N -�-------- riW INSTALL PR0IECRVF BOLLARDS AROUND BON PER C.O.B.SRI.DWG.NO. 02718-5 sN 15 RCP STORM SEWER� sT J a rE��1 -- - f CD 48 pp I j /N TALLCPRO rERVE STD,DWG. ARDNO.O AROUND BOH 9p O 1 I 0 ako Street OPER f I 1 I I x w � 3 L CK 20 ,�, ,ul - z ,Q W& P�^�D� � P�°jP�^ Q`yt.� O 2p h � �,G.E.��O� y O Q•2` �o x�h:+S p ey �O��P�Q 0��� eQd�� �e o,+e6'Fe Poi G�Jy P 'CT� y6P ^x GP pQ[� •�. OG ^,y f G y��, �-��.® yy Q- 'CZ' `y' O �?�y F� y y�y OAK N STREET ^x��y�O FARMALL STREET 4740 4750 G^ ^^ +� 9 _____fXISnNG CRADE `� rTl - - - ---- -------------- PRO EX/ST/NC OSED GRADE O GRADE t--- - 4-Rif C x 4'WIDE IN$$ULA ON' 3/4" WATER SERVICES OVER WA TOMS NA FROM$TA i .1.6 174 LF OF 8"CLASS 51 -- 4730 DIP WATER MAIN - LT RT 0+57.5 0+65.5 m r 1+40 1+36 745 LF OF 10"CLASS 51 rl DIP WATER MAIN 139 LF OF 10"CLASS 51 4-SEWER SERVICE � i CROSSINGS SERER-MAIN - DIP WATER MAIN INV=4725.39 ''^^ V1 13+00 12+00 11+00 1+00 0+00 Drawing Date: 8124101 �1 WATER PLAN AND PROFILE ��WATER PLAN AND PROFILE AD2 SCALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL AB2 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL -- AB2 2 y0004, AS CONSTRUCTED 8/0U01 MATCH EXIST STREET SURF CE �m ' U � Sheet 3 of 3 w z e/2vo1 CONCRETE HEADER DETAIL [$ C2 SCALE: NTS t a, A ' ae t _ a f0 EASEMENT ALL STREETS EXCEPT OAK STREET EASEMENT uNE (E LINE 30' 30' rT0 r5 5.5' t E>; b.5 _ 5.5' _ 5' F+1 OK Ap 1/4�T .SLOPE�3%SLOPE 1/4' T�3.SLOPE�3%SLOPE 1/4' TI G, ^ AR'ES SIDEWALK W SI ALK vP t c) 3"ASPHALT CONCRETE FFF�r+,�I4 .�j SURFACE COURSE 3'OF 1 1/2'MINUS Fes. 0 - 6"OF i 1/2"MINUS UNDERL U AS RBE AND COURSE GUTTER 1 I GRAVEL BASE COURSE BOH I I N OVER 9"PIT RUN F.4 T i z ~f a COMPACTED SUBGRADE r.�3 N07R:O j Q 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC. 02528-1 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10. 1 . 3. TOPSOIUNG AND SEEDING ON ALL DISTURBED AREAS AS PER MEOTEEODEPWSS%02910 rTl rT r��,. 4. GTILE FABRIC WILL BE USED DEPENDING ON SITE F+I ' --' -- CONDITIONS AS REQUIRED BY ENGINEER. III (LIGHTWEIGHT NON WOVEN EASEMENT L OAK$TAT EASEMENT GEOTEXTILE FABRIC CONTECH C-45) RL IE EXIS 30' 1 30' RE IION L7 I• 5' 8' 1 E' 16' 1 a' B OCK 20 e o �N VRAO 1 1'/F7 37L SLOP(TO SOUTH) 1 4'/FT ES V N LK i PROVIDE SPILL CURB rT, 3 3"ASPHALT CONCRETE w D SURFACE COURSE OF 1 1/ MINUS G z rc GRAVEL BASESE COURSE 6" 1 1/Y MINUS UNDER CURB AND GUTTER GRAVEL BASE COURSE OVER 9'PIT RUN COMPACTED SUBGRADE a ryr) m OS^ TYPICAL STREET SECTIONS Q C2 SCALE: NTS ~� J O %i Q-� rL fell Sx�hG�'^Pj,QO�p��O OOOJ�txlap l'hfO1�N ^ O 0 p�`�a�p0 POeni�i °`a10 r/� 1�1 FARMALL STREET 4750E ,J 4" SEWER SERVICES - —za"--- --RT GRADE LT O(IPYsPo.)I . whosed—has 1+20 1+22 _ FFF����Tl /W4 EX_i-N GRADE 4- a" R OG rL�T`TI to,•x.are rTr suw 15" —f 'p V B" R`,ER MAIN 740 �9 '� ♦ 15. 3/4'WATER SERNGE CROSSING CROSSINGS _ • Qe.• . Fesel U GRAVEL BASE BASE E 3' MIN rfJ O I") fC7 - co 'IDS UR In In SUB-BASE I)COUPSE 14730 +00 0+00 Notes: COMPACTED SUBGRADE 9 1. Svbgrade or base covroe compacllon shall conform to,Ethan 02230(M.P.W.Speu.,1996 ed.) 2. Contraction joint,shall be placed at 10'int—ole and sholl nave a mn'm m depth of 3/4'and minimum width of 1/6'. c1 3, tz2' aponsI*, alnt t.dal hall be placed at all P.C.,,P.T.su rb tam,and at not more than 300•intervahl. The Drawling Date: 8124101 SANITARY SEWER PLAN AND PROFILE ' "'I d g,rtt r she be placed`ed et `h''"I'a for,of the°'°° it 4. No taro and gullet shall be placed without a Knal corm mepection by the City Engineer or his repnaentative. 5. Can shall as Cl...M-/000. C2 AL AND 1"=5 VERTICAL 6. Crushed gravel base shall meet the reguinments of Section 02235(MPW SPECS,1996 ed.) For curb and C putter replacement pro/ech,wash, rocM may be veea o•the g.orei base. CONCRETE CURB AND GUTTER DETAIL AND GUTTER DETAIL C2 SCALE: NTS GO.B. STD. DWG. N0. 0252B-1 AB3 m F: /J00045 u INSTALL NEW STOP d R-15' STR££T SONS MR) OP ` C O.B.SID.OWL.N 9810-1 INSTALL NEW 6'W1DE Mae I •_ DOUBLE CUTTER(T)P) C.O.B.STD,OWL.N0. 07579-I / N z BLOCK 21 R£AIOI•E EXISTING DEAD � n END BARRICADE o 1S'\+} INSTALL TYPE I a Sheet 5 of 9 / IrySTALt Cl7)'SID 1 -J- lJ AS MONUMENT(T1P.) �ryq INSTALL NEW 6'IWDE F'fDE$TRIAN RAMPS(T1P.) / AS PER GTE STD -,^+ n ""'� PHA SE 4 DOUBLE GUTTER(TYP.) ' PE CO.B STD.DWG,N0.02 19-6 DWG.02529-J \ ..I C.O.B.SID.OWL.N0. 01519-11 me o l C3 _ o - �_ -- -- - f- - Way-- INSTALL y- a HuArs BLOCK 22 OrY STD. / - PEDESTRIAN RAMPS(TYP.) \� - \ - - - o C.O.B.51D.OItC.ND.0752 I p — �� a SOCK 20 n °a• HUNTERS WAY _ -- a� -1.49 7G - hnS� PR OSED o� - 2 ': - ---. 11-- EXI57TN -------- -- ----I ------ 4740 ---------- - - I I Ii a II I ! I 4730! - _ e 27+00 26+00 25+00 1 23+00 22+00 21+00 20+00 19+0� 18+00 17+00 16+00 15+00 °cJ� RIGHT CURB PROFILE /X..\y � - `� Gy -4750 -- � 6 a<r!'- 1 � p nROPOSED GRADE - ., 4740 4730 - - — - - - -- 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 +00 10h �1 h � e' P° e Jy °m• ° � w N � Off` plRpery O p/O 6'h p1�ry �bb �Q� P h x x ii C?• Cy .a I ? J -y o .• p1 .� Jii p"d° x h p'o'4. 0 �� x 1 /w/ O a ry J xry ii `Y `Y �P J �y'b1 0 0�O � ph•�° LEFT CURB PROFILE 4750 0 h a k -- - — - - _ P05ED - - - GRADE ---------- V 1 -0.8229 _ GRA---- EXISTIN DE ' 4740 -0. X - _ Drawing Date: 8/24/01 --- --------------- g 4730 - - --- - _J AB4 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 cs ROAD PLAN oAND NPROFILE A` #00045 - i7 INSTALL CITY STANDARD REMOVE EXISDNG DEAD - - DEAD END BARRICADE END BARRICADE INSTALL TEMPORARY C.O.B. STD.DWG.NO.09810-7 - CUL-DE-SAC ) INSTALL TEMPORARY CUL-OE-SAC TE INSTALL 6"Wk1'DEEP + - (GRAVEL SURFACE) -- �,0 £ISDNG Sheet 7 O, "r (GRAVEL av ICF CONCRETE HEADER 1 - - Oak' Street 31 x52 CONCRE SEE DETAIL 4 ON SHEET C2� (341) I STREET MONUMENT(T1P.) // \\ ( ) ARCH pILV£RT 2P..`'' p m E (,+Ly}SIOM1 IN57.�LL CITY SID. " AS PER CITY SIU. INSTALL CITY STANDARD a N •' R-15 (3J25) N PEDES N RAMPS(TYP.) DWG. 02529-3 99 L DEAD END BARRICADE C.O.B.STD.DWG.NO. 0752- C.o.e.sro.DWG.No.09e10-2 St,7'ee( _/ya e ^ INSTALL NEW 6'W10F h`� ryy7 �Ln DOUBLE GUTTER TYP. __ -- -- - W c 9 0 \ R-15 =15 °C f �4 11!ia / f? _ - C.O.B. NO 02�29-1 __ - _ 29.40 �►Cii k a r `c Wo CO �IN57ALL CITY S INSTALL NEW 6'WIDE I I <� O 46 REMOVE EXISDNG DEAD `_ ��T w � STRIAN RAMPS TYP.) L I 02529-B DOUBLE C!/TTER(TYPj 2 / END BARRICADE $$ I v� C0.8.STD.DWG,NO. 02 29-1 I INSTALL 6"MDEx1' ,f. V CONCRETE HEADER '� * \ — STOP& y SEE DETAIL 4, SHEET C1 MI R II CO.B. S"C f�'N'G •0 ..SCJ- II INSTALL 6"WiDEx1'DEEP !� III CONCRETE HEADER �, y V/ SEE DETAIL 4,SHEET C2 rr^^- _ __ cc �J? kh ' 1� �� �� F2�Pl Ly O°O 0y°�Q66 y a 6 W ryb.yh 6ti' p1 ry`L' Q- ,yx° �x 0�O x 41 OAK STREET OAK STREET h° °4740 — �h��a^• � �h a�°k 4740 � ,` p O\hx�J FARMALL STREET � PROPOSED GRADE a" O X 4750 f [] w - - �_ __ _�. EXISDNG GRADE Q 4. 0.5f 19. PROPOSED GRADE 1.113X ---_ --- _ 399 LF OF 75"RCP ®0.25X ---- I —4730 -EVSM A E I I 4730 MA- - AS MA - -- I IN EXISDNG 10"WMAIN OSSINC 31 i 52"CONCRETE I SSING ARCH CULVERT II 1 -- --- J 13+00 12+00 11+00uj:`' o ' 13+00 12+OC +00 0+00 9+00 3 STORM SEWER PLAN & PROFILE \J C6 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL 1+00 0+00 Q- '��`L : 6 \y'po� 0 \Jy^y hhh °ry.p'\ " �, y,\'` ,\"jg' Q'P \Jy xry•�•Nth G PP O\J �T�) O `" ra RKKiHT CURB PROM a� �TO�c� 4740 �h�a� h a e�� ~ // h RIGHT CURB PROFILE ox dp o.92 X ^ Q� O EXISD 4750NG GRADE ---- - — 0.320$ PROPOSED G DE----- 0.826% FF�"111 PR OS£D GRAf�E -- ---- ton E7c75DNG-GRADE—' n o n 4730 13+00 12+00 11+00 W N 4740 1+00 0+00 C,JQO pP°\ P°\Jy Jrv-P \0h \� 6 ,yh^ 06• ash i R1a O\Jy .�6 r�,`•°^'y'S' yap y�0� Q_p° ' LEFT CURB PROFI E o°°-0?�o�� 4740 �x0�, \% �o a�° LEFT CURB PROFILE ° ,4750 1x -------- OSED'^ -----_0.92 _ XlSDN GRADE _ - 0.502X ROP CR D a - - — ---- 0.582% ----- PROPOSED G - EX! � Drawing Date: 8�24�01 o �• _ gin. o cO u7 MT S — 4730 �I 13+00 2+00 11+00 — 474p 1+00 0+00 1 AB5 ROAD PLAN AND PROFILE C6 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL 2 ROAD PLAN AND PROFILE C6 SCALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL _ 8 �^ (7 z BLOCK 21 Sheet 7 of 7 24"WHITE,INLAID THERMOPLASTIC OR i PREMARK 4070 PA MEN'MARKINGS 9 INSTALL CROSSWALK AS PER COB SM. .] DWG.NO.02581-1 .x]tla 2 c N`_ (41164) (41,99) INSTALL WI1A-2,30''SIG AND z� $._ I "STOP WHEN OCCUPIED SIGN f� ^i PAINT CURB YELLOW BETWEEN ,III \\11 rWl,ALL 30 z30-)WARNING S 'NO PARKING'SIGNS G C) I 111 INSTALL'NO PARKING ANY TIME'SIGN 3 o 1 (WITH ONE DIRECTION ARROW,TYP.) « l INSTALL ADYANgl WARNING SIGN j 11 (42.03) N (71-2,30.30 + 1 (4217 It- (p c� O I IN 225 2 — I CV 6� 4 e• __ � h/v 20+09.06 (41.76)` W pa, 15 PARK ACCESS CORRIDOR ' ?; 4217 --——- PREMAIRK 2INLAID 020 PAVEMENT MARKKIINGS a INSTALL CROSSWALK AS PER COB SAD. \T 17JSTALL PARKING ANY TIME'SIGN (41.64 DWG.NO.02581-1 (WI1H IXJE DIRECTION ARROW,TYP.) ISTOP YMENAOCCUPIED'SIGNINS O O M OTALL PER - 5 PAINT CURB YELLOW BETWEEN 0 DYS ^ 'NO PARKING'SONS I+y �L rl i r Q qp V �6 1k�• Y'�� ^9xoirk 0 r,�pJ�O P O 6. r 1"ry Oprp101� F^p�bti^0ry`Y r��� r?PQP d°rQry ° a1"ryh `ypx���p, ^F�rak1alHry�rOJQ� P F_y �j x d 0 0 x r of Q O oi• h p�`' '1 �. x ri k C, rf i-i 1• •5'h O 'Lh � 0 �%� p a1 x R 4, oA J ry ph N p`.1'`I'h nj xO a,y�•+j ��, �� `1•\�,Sri rr.5'�� HUNTERS WAY �,GJQO Ri3Hr III L T C RB PROFILE VZ 474 — i 4745 4745 -0. 229: h+q 0 474 f.307Y 4740 f.3o x W 4740 SAA4E-AS;5}fEEF-CS-�- 153.33 pF 27"RCP ®0.4969.' � V 10'W MAIN SS MAIN 99 LF 27"RCP c4 0.495R 86.9 LF 2 RC O 0.495% 4735 SSNc, CROSSING 18 LF 27 RCP ®0.50X 4735 4735 0+00 1+00 2+00 3+00 I STORM SEWER PLAN AND PROFILE 2 0+ c 20+00 19+50 20+50 20+00 19+50 a C7 SCALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL n ROAD PLAN L PLAN AND PROFILE o STORM SEWER C7 PROFILE SCALE: HORIZONTAL AND VERTICAL Drawing Date: 8124/0f 66 AB61 #00045 8 C7