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HomeMy WebLinkAboutWestglen Subdivision i..1,f1_a J3�a t� W 1/4 Oar.Sec.It j1 OF t MAID A s _ PLEAPANT VALLEY SUBDIVISION NO. 1 LEGEND 3x"z R � � Sa a� ` i 3 a a —$$— INSTALLED SANITARY SEWER MAIN �! !STEaE v� D 9 D $ ii - °1'_ fi 'ue1EER °9 N agQ ® INSTALLED SANITARY SEWER MANHOLE s ; F g I`, t(a.m) INSTALLED SPOT ELEVATION y 99 0 9 INSTALLED DRAINAGE DIRECTION Sheet 1 0f l0 q I 4 a �_- (DIRECTION OF DOWNHILL FLOW) p m o [ e tS7Ge4(esr) —w— INSTALLED WATER MAIN I'• i------------------- --- - -- ------'----•-I ---- rHYDRANT INSTALLED WATER VALVE r \ ; III @ ;C m I c "I """%"° INSTALLED STOP AND/OR STREET NAME SIGN .o P � PROPERTY LINE RL* I 'll PVI SYMBOL p `fy ! 9 ` Ir Utility Ewiii—t(TVP.) h _ _-1- -"--- '471i7.e1 f�Q'� BL9 K _ r TAL."B .1 - Typ) 1 1 111 —'— — —'t f is i z - SWALE MsrALLAO a> ,--{,11 Q d - CITY BO I n T ar r - - - -_-_- -------f y-_- --- EXISTING SANITARY SEWER MAIN - {n $• EXISTING SANITARY SEWER MANHOLE = i I r . I AAL I I 1w. e _ - 1 f6r, I C I1 ,. I 0 _ `_s a _ --W- - EXISTING WATER MAIN liff"s I T I lim"'it"herWIFn 8 8 i T 'V\� B I Z § E D 13 t --,-_-J - - HH ---- ST- clYel ARD 1 �� r.1y I MST�y�p NFW ST /$1R[eT N1ID a - t-_t- -- DEAD END 6ARRICADF. RRRR....MI 9DN IOTYP_1NA yElq 41MN1 ` COD STD OVc NO MIO i INWALM G71'ar,�w yS We sTp wo o of n-.T k I j ` BOLT��11784. 1 _ PmESTMAN eA1P C _ 1�� r F- I - '. .-OA�►t) - - _ 0.1 °°°999 - - 1FEET 47 y OF 1 N I RD'ueany EReamenT W I I �� � ,i, �t, I � I c I T Ie �j �.I ��A `t♦ ,I z- �� L; m �n �4 rr, T FlasiMc ASP11AEi AT UNE9 $ � �L G y0q ntEwvu. Pucm Hal I [ , sAacrTLL ro eonw a f(g t $G $� \ I i wce DRAKE SEWER Access _ PIIOYIRD 7 nea •'! et�rMten eytrtr+te ! - A ` I 42 bS raoMgTr utme' oF . 7lCL d e -- Tos vATat Tn oDrtcnar - _ __ —r _1 K J Zi N I't: I r. qD 9 ON sNm cs s p t IL - ---- ----- ----- yr' ---- --�_- ��,dv p AO CONS ONO I - T a OrK --- ---- , w I •� _ EIDSTVIG 20,catty q a q� ■m 'YwCAt,(C wp 7 1 .51-0 CT SiANUARD ((1 ( l-� T O ___ �_ �_ aT \ 1 �� ` gE40K0 E%ISTMO SIOEWMN SA UT O051g10 ASPHALT At ..WxMt.I:WA4( SNMNN 11ACKFILL TD W DF r I ` ---HM�RK -- r TOP OF ARROW BOLT�47Y(14tf�ffI�� I snorN rae gFrovx RActD NDNt .� p I .\I ' _�, •I �.. t, _ l�^�• - --'- m"dF_- DATUM) _ _� - I AND RE ACED FOLLOWING I 81T lmm PAT AT caML1pN. IZL '1 _f,, wccEssFUL TEsnno a .AKYENT PaoNTD[D sP011iteaw Pn. -;; r a� „ r> � ,� NORTH MEADOW # NORTH MEADOW 5 _ —! SUBDIVISION SUBDIVISION o L---�-- LO K+5_ J ~ ,► I ven g IL I It 8 t, _rt PHASE 1 PHASE 2 WALLED OTY AMMO _1�=1� L�, - -- I--r-'+ --T------ '�--------- -1 /Dw u o ca,ORETE sTbwmw 3 TOP ARROW BOL1�479B. FEET �) I � � BLOCK 1 MeT „ec�.e ram`— 3 TN0 0 WIT . � (crn of BozEMAN DATUM) BL DICK 2 .. �1, -r- •�� w I F�1 3T ME T' n N, 22715 • f � t \ - �- -- - ------- -0' L- n I W M-J ° l� s 11' J t y I 1 G L I,f --- _—F-- --- --- --- ---1-- i �- I S Et 1 o a� oojm <i A I -53' I BLUC:K 1 e I ; Y(e.Et) � I _ # �_� s° I. 3r L££m€ 1 r$a �`$ $cc� mccT <. t t "Iq Imc I-".i INi I W �:- " O O so. i sI -' J Jw°•J on -° nn"I "I�° 1"zNn Tl �!� Cr! CsIY•GI 3 3 'j / I tl f cSxs '7• 4 §4.ti 34 1.. jG9s Y- 3 Q��'.- 3 $iT 3m 3c $,N I Vim JRC^ Y;$G PL I E 9„ 1 E IW LL101Ni VISI , l ---a�-----'�-�,7-----_�--------i--------+-------- ----I- -1-�- -- --- -'�-�-Y- -- --�- -- Scale In Feet -- - - - - -- - - -- 1 - - - - - -- J E_ -- T_- -- - -- �- = 60 0 60 GENERAL NOTES Michael (trove Avenue ----g is o is 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH - Scale In Wet- EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, ADDENDUM NUMBER 2. OVERALL PLAN AND GRADING/DRAINAGE PLAN MAY 8, 2000 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, SCALE: 1"-60' MAY 8, 2001. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE PATHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. vlcltllTv MAP 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE D�.e,00 qa ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. J I J DRAWING LIST INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 11� I J /JL] EQUIPMENT AND MATERIALS BY THE ENGINEER. AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE ' �� AB2.0 - SANITARY SEWER MAIN PLAN & PROFILE (MERIWETHER, YORK, MERIWETHER) BEGINNING OF CONSTRUCTION. e )r� ° �I ! 1, I;�7 AB2.1 - SANITARY SEWER MAIN PLAN & PROFILE (YORK, WILLIAM, CAMEAHWAIT) 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST 1JJ!`J' I ' LIB AB2.2 - SANITARY SEWER MAIN PLAN & PROFILE (MARIAS, NORTH SEWER MAIN) "l 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. ,J 1 A83.0 - WATER MAIN PLAN & PROFILE (MERIWETHER, YORK, MERIWETHER) Drnluittg Date: 9/28/03 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR, © AB3.1 - WATER MAIN PLAN & PROFILE (PORK, WILLIAM, DENHCAMEALL) A 7. TRENCH BACKFlLL SHALL BE TYPE A. s re, W cagey.St AB3.2 - WATER MAIN PLAN & PROFILE (MARIAS, W. MENDENHALL) AND DETAILS I ^ AB4.0 - ROAD PLAN & PROFILE (MERIWETHER, YORK. MERIWETHER) 8, USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. I • 'n AB4.1 - ROAD PLAN & PROFILE (YORK, WILLIAM CAMEAHWAIT) 9. BENCHMARK: TOP OF 5/8" REBAR WITH 1 1/4- YPC (ANDERSON) ON NORTH SIDE OF 'ALLARD STREET. AS R �� I AB ELEVATION - 4778,27 FEET (CITY OF BOZEMAN DATUM) 9/27/02 A84.2 - ROAD PLAN & PROFILE (MARIAS, W. MENDENHALL) I 10. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. 7 NOT TO SCALE STORM SEWER PLAN & PROFILE ISO 11. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. 12. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN's WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 13. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. #015101 9 L ri T h 4 _ q$TALL yEW /S11iFT I S IL Ap AN�` � 7YP. AS Wtk A Oust.r, n ! - t�l �}01T,('N#I_JVV1'F30-)RNRID Das 'D b 0.0 9 J A Nosl—1 iUBDIV1.�alON > 2 1. a .. I e - 2045947 / f a (Rlhd J 8 i I m AII - - _ [ 89-24'td'E I INSTALL CON IE ` dDO. HEADER. SEE DETAILu _ ---� �'p�p _ - I -- I 24*Li�5 ON SHEET C3.2 - k. I- _- - t _ Mont 15 41 j INSTALL CITY STANDARD GG++ DEAD END BARRICADE 1 �' 8� I �., Iy L• _ — -- a `�'�' al t� Zv �e STD OWC NO 09510- ; - '" I o y CSt E'7�8Yl;Ld _ w INS- SENfR MAIr: • b _ _ _ A ba -------- - II I__ L Sheet f0 of 10 �Ma7�ias Street •€ � - - --�1 -_ i � 'III I• - INSTALL CITY STANDARD • `g' t MDrIOn el 5.La -_ I I II I ~ e o RE�PEDESTRIAN RAMPS TIP.) 9 II' F" !COB STD.DWG.N0.�02529-E •'o.. 2011989 O _i O O I Chi _--�- �- yt�T -I ._..N 1 a•2i I I l- - .� 7C 1 SURF/SCE r�. 94�TA11 W TOP I J I CyJ 'No v Argdv M. Scheel 1 iTHSO FT I �I C AS -3 EL 1 q� •� �o ' �z _ '. (..• I _ 1,7 161• ...i 3 CU FT I. j ('au), 3 411in AI ! A°gaD e At - I �t S 's Ca a/i' t Street - ni bry �ti° x\o40,"1�ry Q�• P+�� ryy�d� ��'9tt�1 ry� QQy �`'` = '�� •"�QPW19y. R p\ ,0► +� a ryc�l',�1�'• 4�O°b y h� 1�O/93� P 3 W �ti` 41, 6-1°ryyq ti, � �' ` xp1 Jy'19 x'�,b'1yy��y'` ? Al Ix MARIA 8TREE ED - ` ry� EST ME DE HAL 8 REET ��OS 1 G De x ysR� ox''1R� •�`� dt-�P� Q`gry ISTIAICq E Ox�¢`,1°N EXISTINGLGR AOti y,� � oryy'L°j• ago GRADE ^�q�y ROPOSeD h+•1 Fir 4710 _._._.._. _ �� Ox�pl�d, �QQO 'L M1�^� M4 Ps F. ♦ Q �O F pN�,bF'�' EXIS 4- NO ADE-- OR O 47813 20.5 LF OF 1• RCP O 1. 2% I+W D+W 32.2 LF OF 15" �CP O 1.52X i CENTERLINE ROAD PLAN AND PROFILE °.00 I.°D SCALE: (1"-50'-T HORIZONTAL) (1"=5•-0r' VERTICAL.) ('CENTERLINE ROAD PLAN AND PROFILE "°° °'°° c42 C4.2 SCALE: (I•-50--0" HORIZONTAL) (1"=5'-0" VERTICAL) �i STORM SEWER PLAN AND PROFILE C4.2 SCgLg; (1"=50'- .*HORIZONTAL) (1`=5'-0" VERTICAL) j ,\gry1 M1Wry'�'S,5 O11y M1°'ry\%W1,Hk1p y O` /^� xdD 4 bk1 ,�`"� ox-��b ry11gry \x .N A�' 61y�10h 1••�••1 O MARIA `8TREET 4795, W ST MENDE HALL S REET 4795 O MADE A 1.145x a'OSED GRADE P p�0.51711 0.5DDR t. ST, EXISTING Gf�ADE NG GRADE 1 4795 4785 -- — D+00 1«00 '+00 °{°° ��TOP OF RIGHT CURB PROFILE r►.� �'z 1TOP OF RIGHTT CURB PROFILE c4.2 SCgIE: (,•_SD�_p• HORIzoNTAL) (,•=s-tr vERTIcwL) V C42 SCALE: (1"-50'-0" HORIZONTAL) (1`=5'-O" VERTICAL) 5 O C�1°ry \9ry1 h19\ d`O 11y ,gry1 x�1lykpry0 O, 60�1►"P}� �ry1'1gry1A O�,\9ry1 r19ryp0 px�,b ry1 1Q\a'' \x�," °�° 61yyF19} �/� MARIA STREET 4Y ST MENDE AL S REET 1795 - 4795 i 1.14y; P OPOSED GRApE E IST G GR DE 0.5tX1� ISTING( qqE ----' PROPOSEp GRADE Drawing Date: 6/28 02 4785 4755__ _ C4m2 - W D.o9 ° (; )TOP OF LEFT CURB PROFILE B� )TOP OF LEFT CURB PROFILE C4.2 SCALE 0` HORIZONTAL) (I"=5'-O• VERTICAL) C4.2 SCALE: (1`=50'-O' HORIZONTAL) (1`=5'-0• VERTICAL) #01510 - I E-oesment(T1Pt ec9 u BLK 4 - 12'Utility E0Mn+unt(TYP.) -- �- (90 - 62 & 411l (29.72�- o0 if x - (92.¢5 I I 8 8 8 1 8 Z it i I X - x 0 -- `i Sheet 2 of 10 x• 3 79A9�- -- -{e4.B4r � i l �'n� •�I � �� j I i� I '- � i_ � -� F- I I I � ,- f� ! r � !� � I I � r � � I � ;- � _ � � - - I � I - - ! �C� �s� 'e�m�ox it \2Util)tyasement .2}Cc n-L---------- - - Jpi ht1. Nit strew• - -- - w OZA Z6NINC .�i I - I _ I � - I--- - I w� ,h(e �th�r nu � 1 i ti' � � '•� � � � � I alOCK ,. 12'Utility Ea t(Typical trmtIny stsopets) Al 04O �a 4" SEWER SERVICES LT RT 2+19.4 0+88.0 5+00.0 1+23.5 5+30.4 1+59.8 a 6+14.5 1+96.1 6+84.5 2+32.5 7+59.5 2+78.8 8+94.5 5+80.2 9+64.5 6+15.2 10+34.5 6+50.0 11+04.5 6+85.2 11+74.5 7+20.2 12+44.5 7+55.2 13+14.5 7+90.2 13+91.3 8+25.2 8+60.2 8+95.2 9+30.2 9+65.2 10+87.1 11+22.1 0 9 11+92.1 ///"����t sf0 12+27.1 O 12+62.1 Issee) 12+97.1 ERIWETHER AVENUE YORK STREET MERIWETHER AVENUE 4� ICI ?� ----------- _ INSTALLED GRADE " �t�PeaS, 16 236 LF 8` $OR-35 PVC SS O 0.941.q 0 0 o 192.33 LF 8" SDR-35 PV SS O 0.40X i)lS- wnn-R stR�cc NG GRADE, --' - CROSS;NG(TIP.) o z 282 LF --- - - o cod �.- 8�.S0R 4790 -35 VC SS - D � m- 1. 35X 8" WATER MAIN CROSSING 8"I WATER MAI CROSSING FL=88.66 FLk88.16 ° ° <'86.47 ---` LF --------------- 11G4 ° ° 8"SDR-3g P -------- _;- -- �/� 1En _ o O 1.623X ---------- o ° ° 2a 6.,16 LF 8^ SOR-35 P VC SS O 0.883X ° o __ 131.37 SOR_35 P - ny Q �♦Y tV OO bp pp o Drnwbw Date: 9126103 8" WATER CROSSING 0+00 • - -1+00 2+00 3+00 L -- -- -1+00 5+00 8+00 7+00 8+00 9+00 10+00 ,I+00 ,2+00 t3+0o FL=76.16 t4+oo i5+cw SANITARY SEWER MAIN PLAN AND PROFILE AB ABz.o SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) AS CONSTRUCTED l?16/02 2mO rn ea __ I en rher n 8 � 8• � �L eozi- i 3 7e 0Q)- Sheet 3 of 1`0 r;I �J - 'yI E - : _ � I ♦' 7l b D I W D Tl a, I r 1 I n m m n s i � � i I � � I ��,I I I I � I I i zl` i l �V I 1 I I I � eo•"� � _-�< J y T ildd thontln unlit�tr4�t4� -- I l �YJA ZUNIN�; \ 4 bj�:OCKnu - I � Mal o -12"Utility Emt71 t(Typleal fr."q Afstb) ---,- --t. --_� �21 I Y � Ilil ' m 1Avenue — r -J 8 i 8 I \WE 1(92.70) - }--'--- ,�-----(89. -- IT- ,>C lC!`--tt(77211 90 y a ?�pia° y ,►1�'�ePy „�0 p1e�0�t� ` �,p��p1�00 y` L( QI c�,9p YORK STREET WILLIA AVENUE r `CAMEAHWAIT STREET 4aoo-- -- --- -- A z 4" SEWER SERVICES -- -- - - - LT RT -- 2+25.9 2+03.7 2+95.9 2+14.9 -----------"-` _T---' -- 3+65.9 2+85.7 - -- `-`-- + --------i. - 5. 974 5+75.9 4+ 8.0 INSTALLED 5+83.0 B ADE L 8^8+728 7+21.3 P iM 9+52.87+93.5 4790 — - - -- ago5+0 +2 8+65.8 _ 9+38.1 ayossmw(rep.) ° 1 ° 9+83 1 WA MR WRV10E 0 10+18.3 10+60.9 CROSSING(ryp.) ° 396 LF 8" 11+30.9 - -- -- - c m SDR-35 PVC$S.!Q -- o 12+35.9 8' WATER CROSSING °�.T. RNCf i 32 .08 12+80.9 FL-83.91 CROSSING(1rv) o LF 8^ S'pP-35 P 7l0 8 T � WATER CROSSIN VC SS 1.179; 4 _ -- ------ - -- - _ W C I I •3 Rid o^m �p Fig p� o R 9���g Kp • < • • ++ ~• ++ + Draunng Date: 9126103 1+ -- _ __.__-___-____ ... _' - _._ ++ ,,•. _+. ter.` <^ . .' ♦�^ .!� _— _ 00 2+00 3+00 4+00 5+00 6 00 1,G' b�u" + 10+oa 11+00 12+00 13+00 (::j:�SANITARY SEWER MAIN PLAN AND PROFILEAB AB2.1 SCALE (1"=50'-0" HORIZONTAL) 0"=5'-0" VERTICAL) m CONSTRUm s 2ml g #01510 -- ➢ Sheet 4 of 10 L �p e 2W Utft Eas mmt I 99 t t ee-34k TTEXISTING 20'UtNit IX ;�. T e;B T ' NORTH MEADOW NOR H MEADOW .I, QAlarias Street " (� --_---'- SUBDIVISION SU DIVISION o PHARP 1 P AS,F 9 m O Q I - J (dAl)lwuaao3 RI!I!10,01 r'I - r Y, y 'I p. a a0 0,11 yl0 �•��`�, _6c° 4R k 1MOh V ,b ya+b�p�oy ��,�o.'`0y�1yy ---- -- --_�i I EXISTING— MARIAS STREET °P 5�y0�y0 L ~ V -"I II II 4� 1 189.21 LF 8'I SOR-. PVC S5 O 0.402%INS7 ALLED RADE 396 LF 8` SOR-35 FVc SS O 0. 2% II 174.84 LF II L�(ISTINC GRADE 5DR-35 VC SS O 0.400% _.._ 4790!!116462 LF 8' -35 PVC SS O 0.466 31.77 LF II I 'SDR-35 SS O 0,409% - - - , 477o � I - - 1 -- Ir WATEIj CROSSING V, FL-83.74 4780 Drawing Date: 9/26/03 - - — - -- ,00 .�; o+� o«� ,.� z.� NORTH SEWER MAIN PLAN AND SPROFILE eaoo Noo e+60 �RY SEWER MAIN PLAN AND MAIN PLAN AND PROFILE 2 AB2.2 SCALE (Io-50'-0' HORIZONTAL) (1'=5'-0' VERTICAL) A -2 SCALE: (1-=50'—C' HORIZONTAL) (1'-5'-0- VERTICAL) AB 2 2 AS CONSTRUCTED �r�o2 9 4 a i5 ILI, III w °04 O III m 1�J ,' , �� o 12'u Rt Ea..m.nc(Tw I'le•call I (�'[� J I� J � I I� � n � L.I I I � �M D 1112'Utility Easement(TYP.) -_ _--- - -- ----r �� t K NSTAU Cn AN AII� fT Z� II W n /1 �- � i •�\' I � � I ---fil l --_.- �-)----�-�-- - - ---- ---_ _-_--------- -- -_- PEDE$1MAN Rr Wilda Laneo - '' 8 - fs- I - 18 eQ t �i¢? = 8 r - �` 1 18, I U �11� 8 S Z Sheet 5 of 10 C 00 IT\ ------� -----�---T-Qp�sTAELP �rAua si ig! I - - - --l TIP T1P. 11>< ,i " --- ---�-- M li ST IYpE 1 INST 7EW 5) pER �S T{ �ND _, !��------ � I )� PEDE571eAN RAMR C:C I I "� ' T I A I DEAD END BARRIZ°ADEN0. 3COB COBSTD OWG N0.09e10-2cz INSTALL CITY STAN ARD 4 gA${$�1Ip!/1E _ _ __ PEDESTRIAN RAMP I i r '\ - I,` _ 1 f _ > f-` r F - �1��' ^ \ f- ` F_ ��• r I �� N I STALL CONCRETE HEADER °�-' V� y -��I' SE DETAIL 8 ON SHEET C3.2 �- A' o 3 � I -' •r I ,�` I be,"�oo I > � � 20' tIM Easement L I 8 I O f N ' ¢"1. I I A9 y Ch 1 9Q 'C i;. - I yI Ls. I - e x S/IWQIT EXIST) ASPHALT AT LINES Vol 1 �l 3vC� 'I 59N10Y11►1 FOR REkOVAI. PLACE NOH- a(�u I I I 1 r'n ii J� 1 ',, I I� I I I __ T 1 VAOE GRAVEL SEWER ACC 5 I RI X B -1,TO Y'r Of $a Ctl I 2'UtRlt Eas ent $ 01 1 1 KMENT PRONDE] MICK - I y� I �,: A £ I' ` \� I 11:,. ROAD 70 BE CONS/RUCTE G Al TU IN005?ATCR AT COMP[EnON:- - i - f J I L T}RIlal tin all s!r . --- - -R VA-/(.NI�'r. I !> - ---- 1 I I Q I - - -- p r L 9 ON SHEET C, y I �T {P ALONG PROPERTY g �"- " � - - I LI_) �5 P�pq EDETu kOCK ihir n ° I _ 1 r I r y; _ I I I I I� � I I. - - _ I _s ----I -- -`�- 11 L.a II --- ---- 1 v �. - T T 1 {p��yp I (\I I , •.. ^ INSTALL CITY STANDARD I - ( oc -- I _ •i�l�1a �--I- -'O-T I {Ty^' I .n unu r-_-----rt.--- �---"-- -'---'-` I PFDFS N RAMP '�' I 1 a a� a 3/4" WATER SERVICES LT RT 1+29.3 0+74.0 4+65.8 1+20.3 4+95.1 1+56.7 5+31.2 1+93.0 5+94.5 2+29.3 6+64.5 2+70.8 " 7+37.0 5+72.7 RESTRAINED LENGTH SCHEDULE 8+72.0 6+12.7 FITTING MIN.RESTRAINED LENGTH �yOry V1 9+44.5 6+47.7 ti•�O• 10+14.5 6+82.7 6" CAP 82 FEET �' } 10+84.5 7+17.7 B' 90'BEND 18 FEET4F0' 9 ¢o 11+54.5 7+52.7 LINE: 7 FEET 12+24.5 7+87.7 8" TEE Jar 12+94.5 8+22.7 BRANCH: 6 FEET 13+85,0 8+57.7 ? `T'�.•1" Q� O 6+92.7 `' 9+27.7 NOTES: qx Y ,� P•f�,y O�� �� J 10+84 6 1 9+62.7 1 FROMATHENT LTEE TO THE 90'BEND SHALL BE RESTRAINED �� ,�S� ti���20. ��GP L•, �I it+19.6 � 2. THRUST BLOCKS MAY BE SUBSTITUTED bs`0 54.6 11+ J O IN LIEU OF MEGA-LUGS AT THE 11+89.6 2P• CONTRACTOR'S DISCRETION 12+24.612+59 d4T r0 �'Ct { ?; �.�0•p$O { xa,J 0�50�' /A, 12+94.6 ♦,�� 13+34.6 .IR•�4F s1• +°Q�," J L�`• �.� 1�Rf ,` '� .(.. �ci•Ct' y 1 o�* #1 WETHER AVENUE S YORK STREET �,`'Y�o y MERIWETHER AVENUE era � Doti .0 0 MERI TQ �•c2` 'v"�'' a .� I of'� � ��o. �y1 .�5\stoc�'y�1 I .�o'�' ti9�� 'a��o� ti +o moo` ►• M +0+�_, ok `0� '� �oy�o � OSI LF -- `-€XISTINGPGRADEGRAOE--------- 42.3 CROSSING(TIP.) OF 8"C 8. SS ROSSING LASS 5T DIP WATER MAIN FL-91, 4 CROSSINGFL-93 ---_ _-- ,� ♦ • ' 6 ,3 ¢3 I I 10" SS CROSSING m3 I F ` 4790 FL+97:83t. ^;E 196.3 LF OF 6" CLASS 51 D WA3Etf N 16; -- -- - ------- - - - 1 - FL�91.90 FL-88.66 285.6 LF OF 8" CLA$g 1 8* SS CR SING __-_- ----__ FL=91;90t CONTRACTOR TO IFY 594 1 DIP WATER MAIN �Oa 16 ICEXIERrN'ROCE _EXIST] GRADEPRlbR- ---- - - -- - - - - ---- - - --- -. FL=88.66 I ---- 1 o 582.23 LF Z 8 CLASS 51 DIP WATR p E I 2 -- -• - --- n - _- -- Drawing Date: 6/28/02 .'y :.,m. ---- ------- --- ---- -"---- - ------- ---._._ .. .- - -- -- - MAIN ------- I ' 8 83.56 FL81.77 14a.4 LF OF 8"CLA 51 DIP ATER MAIN 8 FL=78. FL=76.16 FL- 6 6 0+00 1+00 7+00- 3400 - --�- 4+00 ---� - e+00 -_ -- 6+00 7+00 9+00 r,p 11+00 12+00 I3+00 14+00 ISW C3m0 O FL=7S.47 WATER MAIN PLAN AND PROFILE 5 C3.0 !SCALE: (1'=50'-Cr HORIZONTAL) (1'-5'-0" VERTICAL) 4 #01510 s -LAN RA (>ttp.)--__--_ _ _-_ ______ __ ___ PEDESTRIAN RZAIP- ��I� - - I I - L I I !� + r v J U 8L�7 tl 71, g '--g' 8 1 - 00 >t Sheet 6 of 10 YONU T T19.�9. I NEW S /3111EE_-- T STR M!RAPNDARa 1 I I 1] ^c ""ll---- ----------Tp�- rI - INSTu}N TYPE tpE7R RISi (TYP)AS PER ` 1 p(pE --- -- -- -- I I - _-_--_ RD SMMTDlE.OWC NO� 2Y-S COB DWO N0,025IY-3, t. I 2. I 1 t- r r- - �_ r t- Ii� �I-Y `V f- I I I _ - \ ( w C Et 091(V �. -� '. � V� I I �� _ I -F� �.t I i • � T_�,(" -- .- � D k0 D D D !� �A yy -J Cq �-T�gltdalllhar�ittatrA �JA ZONING: TD ir Li IN 1 1 71� lll���AAA ��p I4 BL O G K ; I _ F- ro I I g� Y C I� INSTALL CITY STANDARD v 00 1Z I } 5d 1 1T Utility E.S.-.1l(T!IeW*on 9 Rtliwts) PEDESTRIAN RAMP -44 + n " 11 _ o -- -r ,► JW • m Avenue 8 .- I I _ �11L -44--- ------ ----------- 3 I I I ,Tf L L199 C�1 I/��/'�V MSTN.L TYPE 1 fTREEf n .- DR! Vl A.k19?G YORK STREET •`' WILLIAM AVENUE ° 1' �.��±ek1' ;�� �� fop"1 MEAHWAIT STREET 3/4' WATER SERVICES -- -- ` ,� --� �Q'` `�•g'�C'00 ° 0�°<��p�.rG 'L",+FO+' LT RT 2+01.0 1+16.0 - ----- _1 - - -- - �1^� � -. r---�6`� 1�♦0 y_p1 Q`G�' 0F?° 2+75.9 1+94.5 - I '^__ ------ ti ■ •�y - 3+45.9 2+65.3 4+15.9 3+36.1 4+85.9 4+07.0 5+55.9 4+77.8 i P A MAIN O to - PROPOS GRADE 7+82.8 5+53.6 OF S. CLASS 51 DI 1 16 EXI i)NC GRAD i8+52 i 9+27.8 7+7952 2.4 13` 4 LF - - ------ - I OF 8' LASS 51 TER NI L E 1 8+44.7 492.92 LF 9+18.0 FL-88.88 DIP WA MAI ¢ 9+58.0 10+40.6 FL=8 FL- -- FLs87.95 LF OF 8' I f-------__ _ -- 10+10.6 FL-8b.81 __1_ -- 11+10.fl - - - - --- - - - t ----- - 375.4a '1 � u -'---- -,___ -- 11+63.4 FLU .42 FL-84. FL CLASS 51 plp WATER 11 FL SS CROSSING 11+98.4 FL-82.23 12+314 12+73.4 I �-� 328.08 LF OF 8`--- _-- _ - - ---- - - CLASS.51 ptpjj,� LWFL�S$CR DSSLNG: qLq 78.368 ♦ .� ♦ r r - --- r r +v •♦ ♦ ♦ ♦ I+ r• +r `v oo FAIN DtYaTuing Date: 6/28/02 77.52 0+00 �-- 1+DD --- -- ----2+00 3+00 +00 °..In P s 00 ---� - 8+00 --- 9+00 10+00 -- 1 1+00 12+00 13+04.2 13+00 8 FL-75.16 WATER MAIN PLAN AND PROFILE C3.1 SCALE: (1'=50-0' HORIZONTAL) (1'=5'-0• VERTICAL) C11 1510 _s w o b Dili Fnm.and oo.e.m Ge.1-1 CtiM No 52H1,MCI 305 from.. L`) O ( - •m 1 iy� rw fwoo,vconx home,772-8 coG...Coen.nan rY.. ALL SWALES D T SLOPED AT LA TO PONDS m ^ UNLESS NOTED OTHERWISE ON PLAN NSTALL coNG2ETE III "" - A v/ I I N FLOW DEPTH J MEAGER SEE DETAIL - { 7 0o STALL W gTOP/STREET NOTE. M » n 1 • ennoY a ON SHEET C32 I s TYP)AS PFJt nrx 4 6cwl.n ej-.-n y.. 0 529-5 hero„ A I w<I Lao o ^ o„aw •do m nnR A PROVIDE 6" COMPACTED �N$TALL aTY STANDARD I 9oc,.+r I tot.HNh'.Yim v mo .'ehal he I•Rom..v p.. 44'r✓ S DWc NO.098to- _ _ 1 \ �QEAD END BARRICADE ' L- . - _ _ a 204554� / i for al#.0-opt o.t.»n.."a wo.one manna.o,ou TOPSOIL TO FLOW DEPTH t6'" /c08 _TD I� L a - �„_ - �' _ s „ __ 2-R� T 4 SWALE CROSS SECTION DETAIL Sheet 7 of 10 4-p me, III,I.maaoN�. C3.2 11 Z Marim Street �_ _� __ - I I y,,� o�°o."ea�cn;c tov woc<w.a l� SCALE: WITS .1 L -�` �`n + - - - ,f . ct e c ..ro'isTM Ilee*wtlon C-4)a m o m< RB fJ s` :I..'Nf, St WER MAN MolaN p5 a 0 m +� -�i I liS: - __- -_3 aw wprri •wraY MATCH EXIST STREET SURFACE I I - - TALL aTY STANDARD U° �," S LnnJL m -- 1 STRIAN RAMPS(YP.)) �^ ,..,... � o W 3� COB STD.Owc.N0.02529-5 20,1 i O I .wa LJ � •I I I ' ��A" . 7l; 2 � 6V I.EI °�.•I e•r _ Pool"9mMNa hart 01-1 M' Ix R•oat eo.w-.w.10) 5 CONCRETE HEADER DETAIL y a 0,1 6 41�� ('�,�A�Ty •1�1� ��. ��..+ C3.2 SCALE' NTS , e '`' PrecaN or poured-in-Floc.Goo R- O nx�� tQ_ b 0. Po"nd-1n-P1oc.oa•.•m:amam 2 `���¢ GanIP'-t oe 4y U t Ihcnw.Prvat G , ' mihMnom �° rt„;,",; "'°ai' GRAVEL SEWER ACCESS ROAD oeh- MARIAS STRE T �� °�5�a�`�' a'�°•0�� -;.- ��. .� WEST MENDENHALL �a °•IIIh. r-nt - -------- - - _ - - -_ a•er-w� GRgDf r 2x SLOPE 27G SLOPE GIAPDE {,i.( Note swm dnm moh..o wun BAR/fS J PRIES OPOSED GR DE EXISTING GRADE aw ` ^o+nan tan^.^aMnnsM ona w " Me.a beW pipe linen soon M Y hpn.r nun bottom a manna.. 12" OF 6 PIT RUN- = fIS11NG GRq E 05ED GRADE GRAVEL BASE COARSE F� 1790 PROP SECTION A-A COMPACTED SUBGRADE a 4 D 6 GRAVEL SEWER ACCESS ROAD A SANITARY SEWER MANHOLE n in 5Z8 LF OF 8" CLASS 1 P WATER MAIN 182.48 LF OF 8" CLASS 51 DIP WATEMAIN C3.2 SCALE: WITS C.D.B. STD. DWG. N0. 02722-I C3.2 0. B" SS CROSSI G9 SCALE: NTS 3 EL-86.11 uo= - - - FL=BS.6S3 ' 0+19.5 0+19.5 CONTRACTOR TO VERIFY NONE FL=83.5 FLF83.91 EXISTING GRADE PRIOR SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS a FL-83.56 FLw83.91 TO CONNECTION 4780 1780- _- EXISTING GRADE EXISTING GRADE Do - D'OoQ.DD .ao 7 TYPICAL RETENTION POND DETAIL n WATER MAIN PLAN AND PROFILE ��WATER MAIN PLAN AND PROFILE C3.2 SCALE: NTS z En C3.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) C SCALE (1--50'-(r HORIZONTAL) (i"=5'-0" VERTICAL) 4•CONCRETE SLAB IFCO STYLE S(SOLD COVER)TRENCH GRATING MIN STYLE B FRAME(DR APPROVED EQUAL) INLET CA R- 1-L�� /\ NEENAH R-3067 fYy O OR IFCO 51S-7 MINN JOINT FLAT TOP - BASE COURSE A `7 24" SOUARE - M DIMENSIONS w AND H VARY,SIZE TO BE DETERMNfD BY ENGINEER O ! OPENING BASED ON 25 YEAR EVENT,BUT NO LE55 MAN b Ai CURB OPENING CONCRETE SHALL BE M-4000 COVERS MUST BOLT DOWN TO FRAME INSTALLATION REQUIRES CITY SIDEWALK PERMT v4AM EI y J 36" R.C.P. (SOUTH SIDE OF ANN1E STREET TO DETENTION POND Np.,) 2" eA�a.1e ro-uY- ASTM C-76 H-e' W"15' Wet 1/2'.20 I/2' SLOPE=t.57T ALL STREETS EASEMENT EASEMENT CLASS 2 LINE LINE ---_ VARIES CA Y 5'SIDEWALK 55'BOULEVAR 3C '- 5' - 5'R 4 TYF. N 5' S-5' 18.5' �' S5' L ') '� 4"R Iy g EXPANSION JOINTS Y - -- ° t%r asa ,,5" W w t•cart 17 3 F`'•M,•/1 i 4' 31 SLOPE 3K SLOPE 1 4' f'.TT� • V4) 1r' •I • e • A .A pp NORMAL GUTTER LINE LK S A a' tr Q S (CUTLET CHASE ONLY) 3'ASPHALT CONCRETE �-9" �r Y.M • + SURFACE COURSE 4', 4N'4. '.• • �1 BLOCK OUT FOR -------- 3'OF I t/2"MINUS \ _ . •A: INLET PIPE 5"OF 1 1/2'MINUS GRAVEL BASE COURSE \. 0.0'0 FL(< _ UNDER CURB AND GUTTER G G-0 0 O O O O G coo GRAVEL BASE COURSE G 0 0 O O C 0 0 �� O U O C O O O 0 O O O > ONCRETE INLET APRON OVER 9'PIT RUN C�EHED sRMVNL o O O o 0 o G 0 0 O.,o G O O O U U O O u L.O.B.STD.DWG.N0.02529 O O O v 0 0 0 C? O G O O '\ ____ _______________ INLCT CHASE ONLY) ' o 0 o G o 0 0 0 0.c' a o o a O G COMPACTED SUBGRADE DROP CURB,HEAD SU5-BA5E COURSE CONCRETE aIANNEL CONTRACTION JOINTS AS REGUIRED 1 FCO STYLE S(SOLID COVER)TRENCH GRATING NONE$ - M1H STYLE B FRAME(OR APPROVED EQUAL) I. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC-02525-1 EXPANSIONS NEW CURB AND G17TER RESIDENTIAL DRIVEWAY APPROACH, 2. SIDEWALK AS PER C.O.B. STD.DWG.02529-10 AND 02529-11 9" SUMP COMPACTED SUBGRADE IFCO STYLE S(SOUD COVER)TRENCH GRATING 3. FE PSOILNG AND SEEDING AS PER C.O.B. SPEC. 02223. �� PROVIDE NTH STYLE B FRAME TOPSOILINC h SEEDING ON CUT k FILL AREAS ON EROSION (OR APPROVED EQUAL) PROPERTY SIDE OF SIDEWALK) 1 Saeg,oar a.Ga..came comp«tlon,luu aomor.n to e.ctwn on3o(u.P.w Saecs., t99e ee., 4. ROPERTY FABRIC WILL BE USED DEPENDING ON SITE 2. Cortmalw,ante.nan Ge placed w TO-Intih ob,one"ll now o hl-i depth or a/4* d minimum.1etn o1 1/a' CONTROL pWUHE Drawing Date: 6/2B/02 3. llr e,Pane,on Dint material•nan t»doe d of oil P.C.e,P.T.s,I hol-nib at hot e than 300•iMarval. the AS REOUIRED _-EXPANSION JOINT CONDITIONS AS REQUIRED BY ENGINEER. a Pennon m 'a.'anal)..tend uro.on the lull depth of the ew and pour. 4 No cure and gutter anon be INoced.ftnow o ltnal form Inepectlon by the City Ehoneor or Noor rep,wptotl.e !-1 I �1 TYPICAL STREET SECTION 5 Conanto enaI a l sh M-mD!Q 6. GNaned gra base Mol e!the rpulnmmM w Sectron 02235(MPA'SPECS, t99a sd.) for taro ona g gutter hel=em Pbol.cle..nahed 1-mw Ge"red tar m.a,a•eI oa... `�4'BASE COURSE _- CAST BASE f� PRE C3.2 SCALE: NTS 9 CONCRETE_CURB AND GUTTER DETAIL 10 ---- A5 L 55'(TYP) j, 4 (�-- - REQUIRED SIDEWALK BOULEVARD MEET APRON D3.2 - 36' STANDARD STORM DRAIN INLETD COVER PER STD.DRAWING 02529-12 C3m2 C6.0 SCALE: NTS C.O.B, STD. DWG. NO 02721-2, DEC. 1999 END CHASE-] (E)CONCRETE STORM DRAINAGE INLET CHASE C13 SCALE. NITS CITY OF BOZEMAN SIANDARO DRAWING NO.02529-14 0151 D I � � - -. I ,INSTALL p1V TAN AR - I S PEDESTRIAN RAMP i EXISTING ASPHKT AT UHES .1 r }I`' I 1 I -- - ----- . _ 7*WW'Q�111 FOR REMOVAL PLACE NON- + S I �-- I __ _ _ _---- -- --- -----1-- - _-- _ _J \ 91RINK BAWILL TO 80TTOM Of '"Q O Z,L M89 - VEMMFEjNrT. PRONDE J THICK 4 vI 7,,XN PATCH AT L'091PLETzw- ` "f"I L 11p1 '- ,• - - ^1O . + 00 g I I V I ' /: I 8•• ,IV�.t. �TLCY ' -MB -- n IVl,► - 8 -0o-r i'° bbth - - M gu-1 I I I 1 I I I M 00 r-L F { if llu ,, iM - ----"-- - -- - - ---- -------- ,-—� -) C Me� p�pp T1'� AN e7 ) ASS -- PEDESTRIAN RAMP D -- - I Z MB � y I PS 51 INST TYpE 1 iREEi MIST HEW$T 7REET Apt _ --- I� - � - -- - 1- - _ MONU1(TYP. PEIt SI 61YP.) PER --I L`IT ;ni a N STTTDDD oWG No. 20-s coe s We No.02129 s. Sheet 8 o 10 ----I-'--�---�' , I + f T 1 ul - " - _1 d CJ _' o�% I J L, n _ 1 m g yE 75A2Y 1 �� I i — I = � ' —� � —� � =' I —,d � I � I r�.� r wrfzh, MERIWETF AVENUE �� IYORK STREET W HER AVENUE , ' > r� I �, u, D m v a g o ar T Is 1 { 4800 N sg _ � �,4 ,ga�•'�° .. I. --- -------ON�,p1ry%� "1�. - 1 ��--- PROPOSED GRAD n — MI STA 0+7415PY EIEV- 4800.60 _ V � o AD. - 1.07 EXISTING K- 93.41 4790 AD -� GRE - --- ioo.oa Mc r Q o g � CS�3& +°2 .g � v°� f;8 ♦ + �,w ++ ' -•� mo. Hn na - w� -- --'' _ + + �m is �I� • fY f+ •f � of a ^v r o. +� n ^ � f a rr ♦ ♦ ♦ o .�nfp nN fin ♦ 'f +n f � + a �� �x O� ♦ 1L� L-_-_-_..-•_ __------_- __---_.�- 0400 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 CENTERLINE ROAD PLAN AND PROFILE MERIWETHER AVENUE YORK STREET MERIWETHER AVENUE c4.O SCALE: (r=5o'-O• HORIZONTAL) (1"=5'-O" VERTICAL) 4800 - &�y �& Apy��� y'�P�Jy , �g 1M a ' - - — �3 P oy'��.," -13 of 1 1 y o J P J b ' ----- F'- _ O'I ♦ �P , *'` *,F d�- �0 -Q dS° "1e� aP K-90.24 4790 1 I 1 ^ 0+00 1+00 2+00 3+00 4+OD 3+00 4+00 7+00 8+00 9+00 10+00 11+00 12+•00 13+OD 14+00 15+00 �A, z TOP OF RIGHT CURB PROFILE MERIWETHER ,0 C4.0 SCALE-. (1"=50'-0" HORIZONTAL) (1•=5'-0' VERTICAL) ,\STREET g.� MERIWETHER AVENUE AV 'S ` 1 r Off" ♦ �" px Ok 48M - -- ----- -_-- �- - .. 0}•� y -fir- --- ' �------ - -� F `•� - �� � � P" , -- \��,,� -- - - - - -- - ------ ---- --- - _ _ �,. 14ry � a� m q - - ` � cf ♦� +gyp &,,yam 1%� oXti��Fv` 4 , 9�1� e" gg' b 3 SEA-0+74. + �, _ _ _ 1K1„`v'" 1C{� I" �__-- y�e+ Py EIEY-4800.17 K.e7.40 , - 1 0' Q Mi 1q 10 7k 100.00'MC rl 411, � Drawing Date: 6/28/02 _ 1 d� 1 _ _ _ _ ______ __ _ _ _ _ - __ _ _ - C4mO 0+00 - ------1+00--- -_--2+00 ---- 3+00 4+00 5+00 8+00 7+00 9+00 9+00 10+00 11+00 12+00 13+00 14+00 Q 15+00 (2)TOP OF LEFT CURB PROFILE CZ.O SCALE: (1"-50'-0• HORIZONTAL) (1"-5'-0" VERTICAL) #015101 R f�A-Z6NINI_ �� I _------�� I (' III 1'URBity Eoaemenl tA-� ft - Typicd k-ntlnq oll atre a ---- - _ I E N. ` i I I ,.00K I � I i Y -- 5 - , ° e I t —�I is _� _ ( i J 1 cl r; ' J D I 1 O O"I J -� III d I eenvr Nvrd>s3�e L-_- - -7 OWaNVIS A110 TIVISII a Sheet 9 of f0 INSTALL CITY STANDARD , Ql •\� E I. t I - 1 12'Utility EO t(TypM.d hon 0 ab�ata) _C_ PEDESTRIAN RAMP - � �` / y �� _ 23.1 .� (R I.ID '\-I— I may; —�' J�----- � = ' � �, �_ i• �S �.70 V �-� I i 1 R -1 _ w ----- I I -• -T ..�`` - �, 3�1au3s/ 1f`E _ 5 M3 TIYI.SN1 �Z 6cn ♦' - + - -- J p. (57III)\` / oil '• I I -I V{ �I �r ' ME, --�--- --�------ �_I n - $ I _ dQ _ --- ---C. 5 EDT 0.OS 29PER31 'CA. T !!zIm Alt !- h_ _ _ _ _-- -� ` WSTALL CONIC N n1 S -1 TREET DRAINAGE INLET �lrj/ SNI BLOCK 1 ,, , \DaS,oDw01DD t BLOCK 222 E� �.I� - ;_ YORK STREET WILLIAM AVENUE A CA1 AlT - - Q g g -- N W r ' It ---- -----. * � --- � -_-_ GRADE ,qF ��cA..y �01" ^�• w.� ti S w,tp dry\^_tl. b + -_--_- M^�y, O px 44' ,xb x� s1' �.a`10 --- E%ISTIN�GRADE - _. 'I• -- --. - ----- -- --- - -- - - - --- -- r1� Fes• 4790 - - -`- -- -- ----- - - _ - ------ ty' a i ,gyp �k^0 G C � niS O Y1 -.--� - - -- 11+00 12+00 13+00 0400 1f00 2f00 3400 4+00 5+00 6+00 7+00 a+00 9+00 10+00 CENTERLINE ROAD PLAN AND PROFILE C4.1 S(•&E (r-W-0" HORIZONTAL) (1'=5'-T VERTICAL) Rx,O t� � O 4790 -- $4L' MA3 �� ,OryF4'��t��p lv �� +' Jy���y - ---- - ------- ---- 4 - ,rye` , o� - �,.�,�. A. 4780 -1 -� 100 D+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 a+00 9+00 10+00 1 + 1z+oo 1Ji00 2 TOP OF RIGHT CURB PROFILE v C4.1 SCALE. (1'-5o' T HORIZONTAL) (1"=5'-T VERTICAL) ------- - - --- -- �, ---- - — — — - — _ -- I- -- - I -- --- � 1 s 4700 fury /�vo d Drawing Date: 6128102 4740 IL C4ml 0 1 �y ILI o - - ---..._ 0+00 - 1+w -- 2+00 -"00 4+00 5+Do , TOPa+00 LEFT CURB PROFILE 8+00 9+00 1o+ao 11+0o Iz+oo 13+00 C4.1 SCALE (1 5O'-(r HORIZONTAL) (1'=5'-tY VERTICAL) #015101