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HomeMy WebLinkAbout2012 S. 8th Avenue Reconstruction 4 N T J. AY L 2012 So 8TH AVE RECONSTRUCTION DRAWN BY: BMH CHECKED BY:ASK APPROVED BY: RJM DATE: 2/28/2012 CITY OF BOZEMAN MONTANA m � o � N A Q 7 Ln O Z 5 � � w o a � o 0 LEGEND GENERAL NOTES EXISTING GROUND MAJOR CONTOUR 13 7 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH NIL MONTANA EXISTING GROUND MINOR CONTOUR O� L PUBLIC WORKS STANDARD SPECIFICATIONS. 6TN EDITION,AND THE CITY OF BOZEMAN JJJ���..J//... MODIFICATIONS TO THE MONTANA PUBUC WORKS STANDARD SPECIFICATIONS, THESE • EXISTING EDGE OF ASPHALT PAVEMENT / PUNS,AND THE CONTRACT DOCUMENTS. EXISTING TOP BACK OF CURB ,C 2.IE RLE.INC. THE BASELINE SURVEYING FOR THIS,PROJECT WAS DONE IN2006 BY MORRISON MA N N I EXIST PC BURIED POWER N J. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE s s EXISTING OVERHEAD POWER AND THE CONTRACTOR SHALL FIELD VERIFY L nUTIES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR URLRY LOCATES PRIOR TO AND DURING W N ro EXITTINC BURIED FIBER OPTIC CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT z C EXISTING UnLmES. EXISTING GAS ( 4. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES,AND MANHOLES TO FINAL EXISTING TRAFFIC SIGNAL CONDUIT "� -.-.: GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAc,EO W < N a L- OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL RF Q. O EXISTING SANITARY SEWER MAIN REPAIRED AT THE EXPENSE OF THE CONTRACTOR. C 0. E%IS11NG STORM DRAIN MAIN/LATERAL 5. ADVYWCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE Q U F _ WITH THE PROJECT SPECIFICATIONS, Zj EXISTING WATER MAIN — - IY N 6.ALL BACKFILL FOR UTILITY TRENCHES SHALL BE'TYPE A' UTILIZING'TYPE V BEDDING EXISTING WATER SERVICE AND CURB STOP (/,�� • - .__,-_ _ UNLESS DIRECTED OTHERWISE BY ENGINEER, SPECIFIED BEDDING SHALL BE FROM 4* EI z O 'Yj N A �I BENEATH THE PIPE TO 6'ABOVE THE TOP OF PIPE. (SEE MPWSS STO. 02221-1). I- PROPOSED CATCH CURB AND GUTTER _ THE COST OF THIS ADDRIONAL BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID. U Z pj w --� PROPOSED SPILL CURB AND GUTTER ^^ 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING w N 0 a 1883 �� STRUCTION AT HIS EXPENSE. STREETS SSHA BE WATERED TO CONTROL DUST SO— PROPOSED STORM DRAIN MAIN/LATERAL WHEN DRDERED BY THE ENGINEER.EROSION SHALL BE CONTROLLED IN ACCORDANCE WK�..I WITH THE MPDES PERMIT. W m UC UL— PROPOSED UTILITY CONDUIT L 6. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID E"I O EXISTING HYDRANT SERVICE I$DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT FS., Ary O CONTRACTORS EXPENSE piEXISTING WATER VALVE 9. ALL UTILITY CONDUITS SHALL BE BURIED A MINIMUM OF 24'FROM FINISHED GRADE PLL VA'A� M lI EXISTING MEDIAN IRRIGATION WITH TYPE A BACKFILL,UTILIZING TYPE I BEDDING UNLESS DIRECTED OTHERWISE BY a I• yo ENGINEER. ALL LOCATIONS ARE SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS ExITTINC SANITARY SEWER MANHOLE IV CO• DIRECTED BY ENG VEER. N M o 8 EXISTING STORM DRAIN MAIN MANHOLE 10. WHERE NEW PAVEMENT IS ADJACENT TO EXISTING PAVEMENT,SAWCUI 6'MINIMUM M � EXISTING S70R DRAIN CATCH BASIN (OR AS DIRECTED BY ENGINEER)FROM THE EXISTING EDGE TO PROVIDE A BUTT JOINT. PACK THE$AWCUT EDGE WITH C55-IH OR$S-IH EMULSIFIED ASPHALT PRKRR TO A. U EXISTING STREET LIGHT POLE FACING THE ADJACENT NEW PAVEMENT. ��IJ a GN~J EXISTING STREET SIGN 11. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH EXISTING TREE OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. 12 WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON ODPROPOSED STORM DRAIN MANHOLE IHF PLANS OR IN THE SPECIFICATIONS.THE CONTRACTOR SHALL NOTIFY THE PROJECT RECORD DRAWINGS CONTRACTOR OR HIS 44S REPRESENTATIVE PRIOR 10 MAKING ANY CHANCES IN THE HONK PROPOSED STORM DRAIN CATCH EASIN 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS PROPOSED RED. RAMP REPLACEMENT AND THE PUBLIC.ADEQUATE SANITATION FACkfnES SHALL BE PROVIDED BY THE PROPOSED DRIVEWAY APRON REPLACEMENT CONTRACTOR FOR NIS PERSONNEL PROPOSED SIDEWALK REPLACEMENT 14. THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM m DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE M fi849.42 PROPOSED TOP OF CURB SPOT ELEVATION 15. ALL PROFILES REPRESENT EXISTING GROUND(DASHED LINE)AND FINISHED TOP OF K(ep5.1B PROPOSED F.DOE OF ASPHALT SPOT ELEVATION JANUARY 2013 CURB ALONG THE ALIGNMENTS IL BE SE ON PLANS. O 0 16. ALL DISTURBED AREA SHALL BE SEEDED BY THE CONTRACTOR. '� 17. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE SPECIAL PROVISIONS IN THE PROECT MANUAL. _ 1� PROJECT AREA .,� _ ❑0000� o c ®®®®Men enh I t � - L" W. M in St.' ®© ©� ❑ OO < N W�,q[]EDJI A O❑DfD❑ ®©®❑❑❑0 ❑0❑ ❑Ljool JL I R� F N/W SHEET INDEX o0 ❑❑❑❑❑❑ ❑ElD j o I LOVER SHEET CT BTN AVE. PLAN h PROFILE STA 0+00 TO STA 5f00 SA ❑❑❑❑ ❑ ®❑OD❑ VARIES+ VARIES VARIES 2' - 21'' - - -- 2' yl• 2' 21 - -- 2' VARIES- YARIt S-- —1- S.BFH AVE. PLAN h PROFILE STA. 5+00 TO STA. 10+00 S2 N _ o ®©❑o❑❑❑a _ -i-- o x•.._�JUDO[] Di 011ODD I 5. BTN AVE. PLAN h PROFILE STA 1Or00 TO STA. 15+00 S3 �❑l:� V OTl ❑❑ bvaro S. BTM AVE. PLAN h PROFILE STA 15+00 TO STA 25+00 5+ N al p 5 ��❑❑ nAasti A4w/ �r ��•� S. BTH AVE. PUN B PRO LE STA. T0+00 TO STA.T5+00 55 m I S. BTH AVE. PLAN @ PROFILE STA 25.00 - STA 30+00 S6 4'ASPHALT m sl Mantona 7 Nal�l�a❑❑ 6•CRUSHED BASE COURSE S.BTM AVE. PLAN h PROFILE STA 30r00 - STA 33+80 S7 14'UNCRUSHED BASE COURSE— S.RTH AVE. STORM DRAIN MAIN STA.26+60.B7 TO 31+00 SDI n 1:1 { C GEOTEXDLE FABRIC I.-7IL'{fl � S.BTH AVE. STORM DRAIN MAIN STA. 31+00 TO 33+28.51 502 n COIn Rd. State k sl Q N(Lg: THESE VALUES VARY IN THE BLOCK BETWEEN C IRB lNpilONS IS O EXISTING RIGHT CURB TO REMAIN BETWEEN BABCOCK AND MAIN STREET. ORIVEWAY UY.1 - IC -0,28' S.BM AVE. SIGNING k STRIPING STA. 0+00 i0 STA. 12+00 S%1 i4 U COLLEGE AND ALDERSON.AND BOrli RIGHT ••CROWNS VARY BETWEEN CURTISS AND MAIN S7.SEE SHEET No. 1 O EDGE OF ASVHM 1 CARRY CURB TC - 0.38' S. BTH AVE. SIGNING&STRIPING STA. 12+00 TO STA T4+00 S%2 Dy > AND LEFT CURB TO REMAIN BETWEEN MAIN PLAN h PROFILE SHEETS AND INTERSECTION EDGE OF ASPHALT SPILL CURB = TC - 0.58' I University X '�� ®I U PUNSHEETS z STREET AND ALLEY SOUTH OF MAIN. SEE DETAILS. S. BOA AVE. SIGNING h STRIPING STA 24+00 TO STA 33L80 S%3 c S.BTH AVE. INTERSECTION DETAILS:COLLEGE,ALDERSON.DICKERSON. STORY INTIVICINITY MAP TYPICAL SECTION S BTH AVE NTERSECTION OETMLS:KOCH.CURTISS.OLIVE, BABCOCK LNT2 1 NOT TO RCALF NOT TO SCALE S.BM AVE. SURVET'CONTROL SHEET SCI OF 16 RECORD DRAWING S.dc 20 J. w* A R.*' 0 10 20 40 $ 0 € U PED. RAMP REPLACEMENT(TVP.) { SEE SPECIAL PROVISION ON STAKING Aq t ' • Wr R_15 t ITKAW'N 111 BUH •:y R=15• CIILI'KLI:NI' ASK p� •"- - - - { nPPNU VI-OIIY RJM DAIL. 7/28/2012 uc- { VAULT 4t4 INSTALL MEDIAN - " - - - xv - _UC SEE STD.DWG 02529 18- (THIS NOSE ONLY 'R) - �•, . 0y • rp h'4 by • 0� y ` .� b b INSTALL MEDIAN NO m 0 m m m 0� 0rT 0yT 0yA • • ^i __a _ �- ,�o SEE STD.DWG D252929-1B ti0 0 q 1+ 0 oo n --i- UC � co-i- 1 - -�- ---♦- S z_ m � • 9y - e� _ os Jmo 1 N. -.n�. �` - •- • o T - i�o$ m Ea a ------------- m� 'm m 'sN m�, �s � m - m• �a. �� o z $TA 0+64 BEGIN INSTALL CONCRETE r - - - -- -'.�- •�-' NEW ROAD SECTION -CROSSWALK SEE STp SEE INTERSECTION DETAIL c DWG 02529-17 FOR STORM DRAIN INFO O m Cl STA. 2+02.12 15.25 Rf REMOVED UNUSED h SIDEWALK REPLACEMENT DRIVEWAY APRON SPOT REPAIR LONGITUDINAL CRACK ON DRIVE APRON.DID W C N �j (TYP.) REPLACEMENT(TYP.) EXISTING 8'VCP SO MNN. USE 8'SDR 35 NOT REPLACE. N LJ PVC WITH FERNCO FLEXIBLE COUPLINGS INSTAL LL LED FU n F X a HEIGHT CURB OO O < m < X 4 nl O Z p m a > o z U w p z 4868 - - - - - ---- -- - -- - - -- - - - - - 4868 P� t rNr� o• 4864 4864 N � S aMp In r 2 I-- u FINISH GRADE R� a W w m r LEFT TOP F CURB GNn� m a< 4860 -- m - _ - -- - 4860 SEE DITERSECTION DJAIL FOR ERTICAL ALIGI,4ENT W N Of �� N J w 4856 O> 4856 -- - - ---- - -- - -- - - -- -. . . - -- W� �y w m� > P EXISTING GFOUND AT PROP .�- LEFT BACK OF CURB4852� _- -2.00% - F - N - 4852 + 'u 4848 4848r - � 0 OIN < Q U) 4868 4869 w --- __ -._ - - - N Lj � 5 4864- - _ _ _ -_ -m ---- - _ - - + - 4864 00 O LJ N< 5 J� II FINISH � V/ O: c W RIGHT TOP DF CURB Of m W 4868 4868 a _. - - - m -- - -- - - -- ----- - -- - - --. mQ¢ 0 V)Ln " < _ .r > 3 w 4856 -— - T f - - - -_. _.—__ _ I� - 1 - - --- - 856 4 EXISTING OR)UND AT PROP. 4852 - -•._ - ---- R84HLBACK,-OF CURB 4852 .� SIIEL.I Nu.2 - � sl -- 4848 4848 0+00 0+20 0+40 0+60 0+80 1100 l+zu 1,40 1�60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 „I,h RECORD DRAWING g I OA IScale: 1"= 20 SIDEWALK REPLACEMENT DRIVEWAY APRON RELOCATE E%.LIGHT POLE 0 10 20 40(TVP.) REPLACEMENT(TYP.) SEE SPECIAL PROVISIONSINSTALL CONCRETER=tS' R=tS' CROSSWALK SEE STD DWG 02529-17 DRAWN BY BMH CIWCKLDHY ASK 1 APPRnYLDOY. p M -.- - -- __ _ ._ - _- __. - - - - rn _ - -•_ Uc — ( 1 _ - L - DATT 2/28/2012 S +0P010P'9 a 0 a 0P�- a re 0PV r •07 • K ' �Q a o$ a ^i a M1A•b ma ob INSTALL MEDUN NOSE R=35' 0 0 - • 9! • O �1 41 P _ • O' b F __ SEE D. DWG 0 5 9-/8� y-� 5T 2 2 5+ 0 a - .-IL -, m aP o -+- -F 6+ 0 o m •1 = - - r ^ K b m a 7+ o UC . N �p IIr p� .,A ,�N • - >y a �" ^n Nip w n>iaJ, >n 1 n 0 c'One I o • I 'C _ J' � 'r1+ '• � s�, SS (nJ �� 'rn O -�e�� - m n y n n -• �t - - w a - 04 �j z n a • r t7 0R=35 I JN �"' �"' $ie n n$ ; — Y Z K REMOVED INLET R=15' SO SSA R-15' PED. RAMP REPLACEMENT SEE SPECIAL PROVISION ON STAKING BY OWNER SEE INTERSECTION DETAIL A z �•+ _ FOR STORM DRAIN INFO l�l O O 1w, 10, fi C „ O U K Er z Z g U ELI Jw o .Ti a I `PN * rN�•C N V 4852 4B52 m m W u • FINISH GRADE 0- f VY• W LEFT TOP OF CURB IJ pAV' U U 4BA6 - •7 Y--- a -- ' - - - - u -- - S13 EE INTER E_U"IGNl EN - 4648 In W m - -I 2 4644 -2. 4% n In - > BACK OF CURB - - 4840. - _ __ E KISTING GROUNC AT PRQP. -._ - d o _ 4840 N i W 4B% - Q 4836 N - - - - - - -_ - W 1 vi C Q o v+i - - - + n z LJ N - W TIN`>n nBsr,• z - - o O ~ o ° 1:4 } - - - — _ _ o Qr 4852 +- 4M.Ir 0 00 C3L'i IN � uu � vi o. N a 2 4846 I -- - -. _ - -; - Z —I a m U V 4844 - u u FlN5H1 GRADE ru > RIGNT TOP OF CURD 4840- a SVIhE I No.i _ N 1 d 4636' — - -- - - - - -- I _ - --'- -- - - % 4836 EXISTINGGRW PROP. S2 IRI . RIGHT BACKCK OF CURB 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 / ,'0 /,40 7+60 7+80 8+00 8+20 B+40 8+60 8+80 9+00 9+20 9+40 9+60 9+BO 10+00 10+20 _ '""� iy RECORD DRAWING � "�NTA Seale: 1*- 20 R❑ J. - L INSTA CONCRETE M Y i*_ i-CROSSWALK. SEE STD- 0 10 20 40 / OWG 02529-17 0 7 c� SIDEWALK REPLACEMENT DRIVEWAY APRON AL. R.15' R=15' (TYP.) REPLACEMENT(TYP.) - - - - _ DKAWN NY DMM D - - - - ---r - - - - - - - - - - - -� - - - - - - - - - cNecKtuHr ASK r l vpKvH1 FIN.FIN. RJM - s0. o DAIL.2/28/2012 uC Az INSIIU.L MEDIAN NOSE SEF STD,DWG 0252E-18 4 A " e -may m 0 0 0� A�w 7p a q e m ?h AA T H n I _ 11+00 _ DG m e 0 �- 0�4 mb a - ',.Mry' ` z _ _ 14+00 m. O - z ` uc R=35' •� m .a; „� i S O 1 I � I 1 uc UC -- - - -- - - 0 - - - - _ _ 1 - - z R-15' -R=15' PED.RAMP REPLACEMENT(TYP.) LL STA. 12+83.44 14.63 FIT d SEE SPECIAL PROVISION ON STAKING SPOT REPAIR HOLE RI EXISTING 10' VCP SO MAN. USE 10'STIR 35 PVC _ Lo WITH EERNCO FLEXIBLE COUPLINGS w r ^ _ W iv Z I I O � C, M m o v lit a m L LL w O a F I OZ o Z a > V 6 W s x 4844 -_ - __ _ -- - - - - - .4844 E-r Sl i �4'Y - SEE INTERSECTION DETAIL 4840 W�P I�0 fy9 0 N V 48401 - _ - - - - - FOR VERTICAL ALT�AIENT. _ - K1 W FINISH GRADE p J Q � II II LEFT TOP OF URB m 0. i m O 'I 2 a U , _. -- -- -- -- - - --- - - 4836 GO41 < < W 1 N - .48i > wfr J 0 Lo O> 4832 EXISTI-NG_(LRDUN AT PROP. - n _ _ -st - --- -- 483r LEFT BAC OF CURB Ci .74i W > + _ In> .. __ __ --> _— 482H In - ..- - _ _. -- - __ 7W 4828 8% > W N> � N 1 � 4824 o .2i v~i O + w � < O V) z d e V) LLJ 1 SEE,INTERSECTION DETAIL = 'VERTTCAI. AL MENT_ - - - - - - - -4H40 < o> n u Y FINISH GRADE m La O �.1.. j RIGHT TOP OF CURB mo Ln 4836 - 1G - --^ - _ _ m - - T Old N Iu -7 uj o. Wcr a 4832 - -_ EX -6 AT PROP. U w w RIGHT : OF CURB < a J O mUU U f 1 In O i 92 w4-> 4828 a- .H28EI 7N N> 4824 4824 -- ... -- -- - - -- - -- � -� -2.787, -2. 87. 41120 - —- __ —- - - - -_ 4820 i 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13*40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 RECORD DRAWING NTol SEE INTERSECTION DETML Scale: 1"= 20 FOR STORM DRAIN INFO DRNEWAV APRON Ll J. ' SAW CUT AND FIT NEW FLAT TOP SIDEWALK REPLACEMENT(TYP.) SEE INTERSECTION DETAIL Scale: M REPLACEMENT(TVP.) FOR STORM DRAIN INFO 11D,FRAME AND COVER 0 10 20 40 0 _' R-15 BY OWNER BY CITY O �� I S GST �e + _SD. S \. '. { w'nn,xli rDiln,mm� v�•+` -- -- - - - - - -- - - - _ R-15' R-15' I1RAW'N RY BMM UC 1110' ASK 2/28/2017 b INSTALL MEDIAN NOSE R-35' -,p • �,V'4 ti� SEE M.DWG 02529-18 • R=35 oY m 2 �G ° • - • + q e -_ oly • b0 . o y 0 o s R-35' - INSTALL MEOUN NOSE 1S+OO 0 0 e� —, A _�.�- w 0 - • p0 mh SEE STD.OWC 0T529�18 q --� L 1770 18+00 + m 6` m - - • m , C • (`dOI w n mNN�,N2 r - I-----:, _ ---------------- uc � uc 20 00 z lY �J �9 d �O O s O. w __ • col _ -- —_ C7 O R-35' No JJ• • 4.6N -• 69.- „T'�P J �`B+ n i n 5 R-35' R-35' - GJ J NJ 63e uc R=15j I INSTALL CONCRETE CROSSWALK SEE $T0. DWG 02529-17 ( Cl STA. 16+93.92 14.79 RT INSTALL CONCRETE CROSSWALK R-15' OS PED.RAMP REPLACEMENT (TYP.)SEE SPECIAL PRWWN SPOT REPAIR BROKEN 10"VCP SEE STD.DWG 02529-17 ON STAKING WITH MAIN. USE 10-LE U PVC (TVP.)RSIN SPECIAL E PROVISION � WITM FERNCO FLEXIBLE COUPLINGS. R 15 ON STAKING o r W Z C) x o o< o a Q z I.1 O nW C 7- I C 4832 - - -' - - - _. - - - - - - - — - - - - -- .4832 [--1 SEE INTER ECTN DETAIL i FOR VERTI ALB]ALIGNMENT �PN O v 4028 - -- - -- .. - - -- - - -- .- —4828 II II > $ L wED Of 5 D.W W m it v FINIS N C E f'�I�• OA5'� -m _ - _ u _ _ LEFT TOP OF CURB - _ _ ___ _ .- _- .. - 4824 m U q 4824 - - U-- $� -W N SEE INTERSECTION DETAIL GD Vl N '2 7 y _ u ,o h FOR VERTICAL ALI WENT 1- J W I <w ^ w w I O> 4820 - - - - + — i+u _ -H> m _ - - - 4820 mr 4816 -- ---- - --- -— - - --- ; --- w--- -- - -- 4816 -� (N EXISTINC GROUND AT POP. —I 1 0. -1.64% O C) I EFT BACK OF C JRB w V O 48121 N _. - - - _- - - - - - __._ _ _ ! - - .. _ 4812 fV N C o o w w �' 4832 Z ... ___ - - - - - --- V=i - 4832 �" W J w N U SEE INTER ECTIDN DETAIL O FOR VERT CAL ALIGNMEN n 4828 - - - - - t 4RFH 0 CD N 7 W N FIN$$H GRADE V) P w RIG T TOP OF CUR a ' W --- " - - _w 4LI r4 0. 1v 1.1 4824 vl m m N SEE INTERSECTION DETAIL 2 U J J m • FOR VERTICAL ALIGNMENT J N N v H o w 4620 m 41J�'U > �a0 I / a u 4816 0 4816 ISTING GROUND AT PROP. SHLI:I No.S RIGHT BACK Of CURB - 5 % --- -- - - __ .._ - .. _ _ - .4812 S4 1 14+80 15-00 15+20 15+40 15+60 15+80 16+00 16+20 16.40 16+60 16+80 17+00 17.20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+90 20+00 20+20 „I I„ N TA/y,4 RECORD DRAWING - " Scale: 1 20 ❑ J. N DRIVEWAY APRON SIDEWALK REPLACEMENT(TYP.) SEE INTERSECTION GETML 0 IO 20 W 9 0 7dL REPLACEMENT(TYP.) FOR STORM DRAIN INFO 7 AL V SIDEWALK REPLACEMENT(M) - ;C DRAWNHY BMH 50 CHF.('KfD HI' ASK APPR(1Vf:UHY RJM LIATF 2/28/2012 e `--- 1 +J • ^)Iy a h S '� INSTALL MEDIAN NOSE' ^ SEE STO. DWG.2=1.21+00 o e I $ '4 a 2+00 w1 i °je o n. — — I _ 24+00 00'9 e+ Z so � T �f `3 __ ")e�, - N ,�'^,,� �G� --��1.� �-� a �'a a•e a � — -�----�- 25+10 L7 SD, - - o PED. RAMP REPLACEMENT(TYP) REPLACE 37 LF OF EXISTING 10�VCP SEE SPECIAL PROVISION ON STAKING (/1 5p MAIN(14'SOUTH Of EX MM AND 13' WITH FERNCO FLEXIBLE COUPLINGSp ry R-IS' vl NORTH OF EX MH)WITH TO-SDR 35 PVC W y ry g I- rL O W i 0 m0 4824. - - __-_._ - __ _• -__ - - - - - -- - ._- __- - a. 4824 r N V 4820 - - -- - -- - -- -- - - f -- -_-_ - 1 - _ - _ 4ffi0 0 J II II 0 S L U` ` v 1f3 SEE INT RSEcrmN DE IL d f FOR VE iICAL ALI NT Iy 11 03 Q Q — ~V)V) W W W FINISH GRADE W LEFT TOP OF RB W vl> N ♦ W 4812 - - - — - a''-- - - ---- -- ----- m- -- a - - - - 4812 4808 4808 w U (n S EXISTING LGRopIy�HD AT PROP. .y .:H;;: N - - i - • - - - -LFFT-IDxR-OF CURB ... .. Y N N En �-• C 0 o t -- - - _. - - �- - - - ---- - ---' U) y z N o w N I W Q N N o "� F o w 4ee4 Z _ _ + L)) F > L a N 00 I 4826 1- -__ - -- - - - - .. _..._ - - - _ Z - '4920 a T I = II J II II SEE INTERSECTION DE AIL U Z FOR V RTICAL ALIGNMENT Q N Q CL 41 O n U J J u > W FINISH RAGE N mU U > RIGHT P OF CUR In B V) 8 J a11ce Of Ir 4812 > I I EXISTI G GROUND AT 4804� -_, _ _ _ __ __ - -_--.II- _ IGHT BACK OF RB - - 4804 S5 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 ull,. RECORD DRAWING MONTAA,q SEE INTERSECTION DETAIL Scale: 11"- 20 FOR STORM GRAN INFO * M R=15' 0 10 20 40 FrY, SEE STORY GRAIN MNN SHEETS RELOCATE EXISTING EIGHT POLE + SO SEE SPECIAL PROVISIONS l I N'V PY B"IFI I AI:U A PY ASK APMIUVW BY RJM DA1k 2/28/2012 vi INSTALL MEDIAN NOSE w _ __ c° Y o SEE STD. DWG 02529-18 r - --- - A2' INSTALL MEDIAN NOSE E -- �41 0SEE SID. DWG 02529-18INSTALLMEDIANNOSE SEE INTERSECTION DETAP SEE STDDWG02529-18 SEEISTO Sp1Rk„RNN INFO 26+0 UC UC uc 0 - "- - `-c m e ^ `z° m ' 27+00 s—I—Se I s 1 28+00 29- - 4 .10, 0 0 0�l+Bo ' O ,cQr r. [' coo SB I SB 0 50 O �� po UC UC- Ln Z O Conoo X o SE STORM DRAIN a -_ MAI SHEETS Ci / ggog I UC U Y SD _a SO I _ - _ _ _ A, _ _ _ _ _ SIOEWALK REPLACEMENT(TYP.) DRIVEWAY APRON R�15' R.1S' PIED,RAMP REPIACEMENT(TYP.) - - ---_— - - - _ - - - - - - -1 REPLACEMENT (TYP.) L --� SEE SPECIAL PROASgN ON STAKING REMOVE AND REPLACE SECTION PED. RAMP REPLACEMENT(TYP.) R�15' TO THESE LIMITS. BLEND GRADE SEE SPECIAL PROVISION ON STAKING TO HUTCH NEW CURB j » � e O $ X a d z W z > z y C�' 2: r z o �U 2 W m F' I .Wr C a 4816 - - - - - t - - SEE INTERSECTION BETA L --- - - ---- - -- - —� — - 4816 F"I FOR VER ICAL ALIGNMEO T M ONd' 4812---- -_ ._--_ _. z f -_ __ - _ -__.__-Y__-_. - - - - _- __ .. ___ _._ _- _� - _-_ _ ._ 4812 W cO II II u In LL w F11 I�• .^. q FINISH C M O iI 2 d- � N? mm: LEFT TOP O CURB m Q¢ 4808 - - -- - - r _ 0.W w m Fill 4808 ul A 3. N 2 4804 ---- _ } - _ —_ _ -_-_ __ _ - _ 4804 � u a 4800 - - - - -- _ EXISTING ND AT-Pk 4600 W BACK OF CURB 0 O o w+ + I o Lf) U 4796f-- I j - - -- -- - - - - - ---. _ .. _- 4796 O O w O O + Z - - -- ---- ----- ION Z N L) + U 0 F^ 4816' - - - - - - - -- - - - - - - -_--- --- -_ - _... ___ _ _-- - - _' _-- z W SEE T4816 < rn FOR VERTICAL ALIGNME J 4 n Z NO G7. m O w 4812' - - - -- --- - ' - -- - -- - - 4ele +� a W J 00 nN1 GRADE W N Iri n W LZ II II s R681 TOP OF CURB N W E Z o:^ .u N Fq f J Q a 4808.I - ---- - -0.50% _»a _. + _ Y -- - 4008 _ W EDQ Q 7 a> I n Z L^'J Of UJ 4804 - - - - _. - - - _- - - - - _� - a -- 4804 O> r EX STING GROUND 4800 - - -._ - - ... - _ _ - ___ _ RIGHT BACK T F CURB 4800 SHF.F.IL N/u/7 4796 4796 ILJ V 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30*?U „111, I �Z-2m, NT NA RECORD DRAWING Scala: 1"= 20 R❑ �pIJpy RELOCATE EXISTING LIGHT POLE SEE INTER CCTION DETAII 0 10 20 10 * 0 7R1�•�Tyi SFE SPECIAL PROVISIONS FOR ST INFO SIDEWALK REPLACEMENT(TYP.) UTILITY CULVERT BY OTHERS �l W AL INSTALLED NEW SO INLET AN R=15• 21'CURB .CONNECTED TO 6' fi- DKAW'NR1' BMH R-15' ' CLAY TO NORTH CHLUXUDRY ASK =' APPRUVEURY RJM EDON - ICI- - _ - - _ - - DAIL 2/28/2012 SO AUGNMEM UNKNOWN - E rr _ `M INSTALL MEDIAN NOSE— � 0 � '�✓— .v � >i E M.DWG 02529-18 ^� qq e e ,vh ryy I INSTALL MEDIAN NOSE -�_- " 00/ r'�(•^,V Pqe �q4 �q(. ygCi do�O r�n'�,�gb ^q�� �' q�y q'4 SEE STD.OWG 02529-18 c _ Un D z 0 z SO 5D UC UC SD _ SD SD SU SO C] � -Fz — 33+DD _ ' 33+80 m _ �- `��FOUND ABANDONED pG' ✓� .D - �`g 3` ':y m �j `P i `SD INLET.LEFT IN rn VN 9N n (. C`J, N "v J0 S N0 PLACE AND PAVED p E SEE STORM DRAIN J• �0 .o OVER. , BB MAIN SHEETS S C1 EX. TRAFFIC SIGNAL E%.SIGNAL LOOPS STA.LIMITS EN PROJECT -- ---- SED. RAMP REPLACEMENT TSTA NOT USED.REMOVE i W � N SEE SPECIAL PROVISION ON STAKING CONDUIT IC LIVE ELEC. UMITS END OF NEW (`I SERVICE ASSEMBLY DURING IXCAVATION, ROAD SECTION n O c 0 (x� ¢ m ¢ Z I O C7 � z � C SE INTERSECTIO I DETAIL _ 4808 --F13 VERTICAL M iGNNENT - - - - - - - - 4808 -- a W FINISH GRADE ~0 N 4804 - .,z -- - EFT LOP OF cURB- -- ^ - - - 4804 N �7 a " m w w ���J a G)' U w w 4800 a _ -_ - - _ - n o _ - _— 4800 ED¢Q L,N 1- To N o J K In Li S > 47961 _ - _ _ - - - - --- - - -- - 4796 N ExISnNG NO AT PROP W LEFT K OF CURB V) 479J1 -- -- - --- - --- - - - - 4792 ++ _ CONSTR CT TYPICAL SE TION BETWEEN 1-0E C M EXISTING CURBS. REM E AND REPLACE MEDIAN 00 a U M 478H. - -- - - - 1 - JI 4788 M +� Z GLollO J a K O + U Z M o SEE INTERSECTION DETAIL 0 FdR VERTICAL ALIGNMENT CCA 4808 2 - I - - - -- 4808 > W >FINISH GRA`)F. RIGHT TOP'OF CURB w 4804 v + _ ___ -- - __-_ 4804 00 J II II tAT O� � 4600LJ�Vj 89'r, a mU U(n� 4796 - -. 4796 EXISTIN — RIG�IT BACK OF CURB 4792 - -- - - _ — - --- - - -- 4792 I ICLT�No�.K 4788 -- - - - - -- --' 4788 ►`/ / 1 � I 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31-60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 T4/V RECORD DRAWING Scale: '1.- 20 a k0 J. * Y 0 10 20 40 0 7.Rs � _ r _ •��- E _ _ - - - - - - - _ _ _ _ _ INUN'N'HY' emH ME ,IIIl A1L NY ASK nn0 2/29/2012 76+0 uC uC l uc 27+00 1 ----� — 28+00 uc 98�I�.B�I 5D 29+00 0 6 dS --- S^ 1 W 1 SpISO— nn UC U SO -Z CL STA.26.60.87 15.16 RT CL STA.26.85 CL STA.30.36 MH SD-4 MH SD-3 FILL EXISTING 12'VCP SD WITH GROUT RI 479 RIM 4806.92 RIM 4807.20 BETWEEN MH SO-4 AND MH SO I. SEE RIM IN SW _ INVS IN 4801.23 INV IN 4800.12 ABANDON EXISTING STORM PIPE AND INV IN SV A SE 47%.51 _ INV OUT 80 4800.43 INV OUT 00.12 INLETS SPECIAL PROVISION O INV IN E 4795.69 - IN IN S 4795.63 W ^ N CONNECT TO EXISTING 10' DIA, SO C7 INV OUT 4795.50 N _ O 10, a < m t i Z _ Q .1• p > f U _ L Z = F" ALL TRENCH BACKFILL TO BE 'TYPE A' 7 4820 co g co G AVV w n 4816 4816 N y i LO+1RATERSVCS I NECESSARY c) o N 4r4!! p H I I ow N NCZi -1 < I NI %y n O iA n M IW 4812nm n 4812 N�j m2 NNmm w •• J� % 6 P N' rQ ' O^ ti ~p�4W0 Z W �NN O 4808 H z» - J > -a -_ .. ti>_ _ yy� — _ m n N ro m 4808 O1 l _ � � 7F QI W h Ny~Wj p2 F PNWNF fC O I 0 .a x >>> F U 1 II II xq _ u no �^ zzz 4W3 i'i _ 4804- 4804 to }' O z i.i Lii _ ^_ �c + of 4800 r O N O; 4800 Ek. I,- CP SD MAIN - - -- - - - 1 - - - - - -_ _ - ���// Q PVC DI Lil z _ 1NSTALL 28.5 F OF TILL E ISfING 12'V SD I STALL 314 LF'OF 21•SOR 5 PVC T-1 _ S 5 2'SOR 35 i-1 ALL WIT GROU BETWEEN KIM LSD-4 M10 37 LF p! 4•CL 2S0 OI 2 125i KNESS p L25k(STA 6+BS_ +THICKNESS p 1.10% AND MH SO-1, SE ABANDON EXISTING TING (STA, . 29 9 9 930.jU z 9 Q L--1 STORM PI E AND INLETS SPECIAL PROVISION 4796 4796 - - -- - --- - - - - - - - - — - - _ O NOTE,CONTRACTOR SHALL POTHOLE - - 0 C%ISTING IB'SEVER MAIIN TO VERIFY INSTALLED 114 LF OF 24' U z ELEVAI ION PRIOR TO INSTALLATION O CLASS 2 0 DI p 1.37% F- F .� Di ANY MAIN O CSTA 30436 TO 31.20) < 4 4 792` - _ - .- --. - 1 -r - - - 4792 I 11 I C% I ' � I 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+60 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 SDI I" RECORD DRAWING Sca,e_ 1'= 20 � R *£ 0 10 20 40 ~�T I o - ` :1I{AWN UY. 8MH l'lll'l'KIJIBY ASK J APPROV1-.13 BY RJM °All 2/3/2012 "----' -S0 sG s➢ s0 s0 s➢UC — -I-�- 4- — _ 33+00 _ I 331+80 O w rz a o f ILL EXISTING 12' VCP SO WITH GROUT CL STp, 33+10 4.95 LT CL STA 33+29.51 15.16 ITT BETWEEN MH SO-1 AND MH SD-4.SEE OUTLET STRUCTURE MH MH SD-1 - ABAN➢UN EXISTING STORM PEE AND RIM 4795.61 RIM 4794,63- (- INLETS SPECIAL PROVISION INV IN Q91.75 INV IN 4791.38 w ^ INV OUT 4791.75 INV OUT 479128 N $ - _ O F X v z w O < w 0 z > E < U Gi LPN + •N•� 4 �, y0.� N O � 8 m � li R2 d�7j♦ G►, 4812 z a a _ ALL TRENCH iIBACKFILL TO OE 'TYPE- A' 'j ! i 4808- -- _ _ V __- �,_-- 4808 r- 06 � 1 G N Q w ? O N 4804 N - - -- -- - -- - �In 4804 -+-+ + W i% b o ~ M N � f o Q Y II II -�- - �y�o`. : N> z M na�� Q ;�c J Q 4796 Z -- _ uo olbb In��i 4796 ��� of — d^- 1 z 7 14 LF OF 240 p3 - N O W D10 31�z INST L 80 A 3F24TO 32•°00)DI 2' '� > S ! = 4792 --- -- Ln LF .0 Et - BTX - - - --- -I _ 4792 7 (STA 32. Top"... FILL EXISTING 12'VCP S O ITH GROUT VEEN MH SD- I OU AND MH SD-1. SEE A DON EXIST( J w STORM PIPE D INLET SPECIAL PROVISI INSTALL 27 LF OF V 12• IO 12'CL 31 1!1.36% VCP 0 MAIN c,06 Q 4788 -- - _... - --- 4788 REPLACE 11.� EKISTI N 12'VCP TMTH @'CL 31 DI Q 0 4784 - - - -- - - -'- ---- 4784 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32440 32+60 32+80 33+00 33+20 33+40 33+60 33+80 SD2 RECORD DRAWING NEW R1-1 O 4P � � 0 1* A R. q-4�q' ' "� a}tc 0 10 20 40 0YFIIO LANE — � ". T WHITE PLASTIC - 2•SPACING USE AS IS MSU'E'PARKING SIGNS USE IS USE AS IS AS A R7-6(R) USE AS IS R7-1°(R) N 24X30 EW R4-7 USE RI-1 IS R7-1(D) MSU INFO SIGN DRAWN NY BMH USE AS IS CHLUX1:11HY. ASK + APPRTIVIURV RJM -- - -- - - -- - __ — DATL 2/3/2012 lal C YELLOW E --_ - CURB PAINT (IYP.) Z1 INSTALL TYPE A Z CROSSWALKS WITH O 1+00 STOP BARS 0 00 ZpZoee ---1- 3T 4 Es7 g m MEMO z — — — — — 4•wE9rE PUNT(TYP.) W z m Z • � all, OzLLo NEW NEW PLASTIC BIKE LANE RESIDENT RESIDENT USE AS IS RI-1 RI NEW REPLACE 0-3 SIGNS USE AS IS mNEW RESIDENT a > 7 R4-7 R7-la R ( ) w3-1 () USE AS IS R3-17 PARKING SIGN >"I () SYMBOL TYP. PARKING SIGN PARKING SIGN R7-,a L R4-7 R7-1 R 24K3U 12XI USF AS IS C7 9�%REQUIRED LENGTH R() :J '�J Z n 0+91 SEE DETAIL A USE AS IS USE AS IS 24X30 12XI8 30� USE AS-� 7 W < w O u 1W " o r+4 a 4'LANE LINE 6' 2• •� �2. S N`AN 4 �NrN' O I 4`LANE LANEcn DETAIL N ��J♦ G►v 4P • pqp W W R TYPE 11 RESIDENT W3-t USE AS IS REPLACE RESIDENT USE AS IS NE24X30 1 CROSSWALK USE AS IS ( ROE 1a(L) REPLACE REPLACE 2 H USE�AS IKING S 20 h 2HINUTE R PARKWG�SGNS NG NEW REMOVE NEW Q PARKING SIGN USE AS IS RT_1(25) R2-1(25) PARKING SIGN R7-ta(R) WITH STOP BAR St-1,W16-7 USE AS IS R7-ta(R) R7-1a(R) 24X30 O N USE AS IS USE AS IS WHITE PLASTIC I R7-10B(R) DES SSE �2XIB REMOVE I 9+10 'NO IDLING' SIGN i �� 4 o 5 �90 ---__ - - - rrrr�r - - - - - - - - - r — o - 11 t1 o U < (�/J � B'WHITE__l PLASTIC - ► y LLr �— — 9+00 A 100 PLASTIC -_ —+-- — I _ — To+oo f Q Ei . _ — I --1 -- 12+00 x 0 z YIELD LINES .4 Q WHITE PLAsnc ~ rI� 2'SPACING V J YIELDLANE WHITE r~j WHITTE PLASTIC _ _ 1 2'SPACING N _ H r T Cyr -RESIDENT RESIDENT 0 PARKING SIGN �d' TYPE B fl 4'WHITE FLEXIBLE V. p V• O USE A5 IS + CROSSWALK DELINEATOR(E HD � d PARKING SIGN WITH STOP 8AR 0 S STAKE HD a USE AS IS RESIDENT ♦ d WNRE PLASTIC O 600 SERIES WITH PMKING SIGN TYPE B Sf.HOOL ZONE ASSEIABIY SCHOOL ZONE ASSEMBLY Z SOIL ANCHOR,OR NEW USE AS IS REPIAC CROSSWALK Q sHl'.I�I�•. REPLACE USE AS IS USE AS IS USE IS APPROVED EQUAL R4-7 RE-SET USE AS IS SI-1 W,s R7-1a(L) 51-1,W76-7 24X30 R7-1a(R) Sl-1,Wt6-7 R7-1 o(L) USE AS IS WHITSTOP TC Z 12XIO 12X1B 12%18 2•SPACING x 9+09 REMOVE D-}SIGNS SX1 g z "TANG TYPE B CROSSWALK y 0 } 0 .A 4P 4p scole: 1'= 20WHITE ❑ J WITH STOP UNE "'1-I..n A WY• p .�. BAR SPACING 2' VWai N 0 +�! . d� 0 10 20 40 10 7 'L S1-1 WI6-7 115E AS IS RESIDEM SCHOOL ZONE ASSEMBLY SCHOOL ZONE ASSEMBLY RESIDENT NEW NEW Rs-7 NEW W11-2,30%30 NEW RESIDENT USE AS IS USE AS IS R7_la(L) PARKING SIGN USE AS IS RE-SET PARKING R7-to(R) 24x30 Wt6-7,15%21 RJ-ta(L) PARKING R7-15 USE AS IS SIGN USE 12%18 /6+04 1T%18 SIGN USE AS IS 15+17 I6+31 AS IS DRAWN PIN BMH L'111(:KLIIRY. ASK APPRUVIL)NV RJ AL - _ - - - - -- -- - UAI'Iy'_ 2/3/2012 YIELD UNE WHILE ► , 7 01 E --'' PLASTIC 2' -► 1j SPACING ► 1 / - - _ t � O 8'WHITE PLASTIC 12+00 \ ► Tn — 13+00 ► Z 8'WHITE PLASTIC �-�--► 14+00 --+------4 _ —) 15 00_ o W YEILD LINE 18+00 (L+ i WHITE PLASTIC �j 2' SPACING eao$ � Ig i YYY Z / . s � •rw � I W � � a _ N TYPE B CROSSWALK SPEED DISPLAY USE AS IS NEW F'E R2-1(15P) NEW RE-SET NEW RE-SET R4-7 I•.' :-1 USE AS IS R15,17) �l ( ) NEW RU`I 0-3 R7-la(R R2-1 15P W 0 WITH STOP UNE SIGN TO BE R7-to(R) D-3 SIGNS 9'X REQUIRED 12X18 SIGNS 12%18 ) 16+40 Z. > WHITE PLASTIC 2' RE-SET B! N%30 BAR SPACING OTHERS. REMOVEGTH EXISTING 15+17 16+34 RE-SET POST D-3 SIGN TO 12+80 WITH NEW I"I al NEW CONCRETE R4 7 FOUNDATION. NEW W11-2,3OX30 24X30 m ^, W16-7,15X21 15+30 4 W �. NO N RECORD DRAWING $ I ���J♦ G►vJ G ip 3 0yo� NL11 . U RESIDENT m R-SET NEW W1111-2,3OX30 NEW USE AS IS NEW R{-7 W16-7.15X21 USE AS IS NEW NEW NEW O PARKWC SIGN R3-17 R2-1(15P) 24X30 R7-1a(R) R4-7 R7-Io(L) USE AS 5 R7-7(R) 18+60 R7-lo(L) 30X24 12X 18 24X30 12x18 18+45 1 22+38 23+37 O N El 19+71 C --8"WHITE PLASTIC ► ,e ,I� 18+00 �j ► .� `LFy-IJI C a --IZ I I — _ 22 i 00 > 00 _ 24+00 Q O \ 00 Z O C� RE-USE - Y USE AS IS NEW USE VAS IS .. NEW NEW NEW NHT3--T Nu.I: R7-le(L) NEW W71-2.30X3r. NEW NEW R3-17 R7-6(R) _ R7-1o(L) 24-7 R7 tt(i(R) 12X18 NEWWIG Wl1-2. R4-7 D-3 SIGNS 9'X REQUIRED 30k24 12X18 18+91 24X30 LENGTH 19+96 22+38 23+40 REMOVE EXISTING SX2 DVE SIGN RECORD DRAWING Scale: 1'- 20 RID J. - * M A.*_ 0 10 20 40 o 6 ` y 4-%. i 4R 4P AL r NEW _• R7-1a(R) NEW R�17 R7-1G(R) UfUWN PY BMH 12XIB R4-7 NEW 3OX24 RE-USE (1IFCKL:UBY ASK 24t30 R7-fa(L) / 29+73 26r95 / APWfOVFO PY RJM I - - - - / U.AIE 2/3/2012 - - -- --- --- ----- - - — o 4 IN Fi -a- g - LAO,— 7 _ z r PL7�T'D lz 4'WHITE PLAsnc I 1— o I---+— _ 1 25+00 4 WN1SE 27+00 2 —_E.-- — I� — -- _ 29+0000 ---------- Z I - - L _�� N E X P g C GL Cnta- .- O 7 .1 6 m f a >Lo 5 S .. z 0 NEW NEW NEW NEW NEW NEW NEW W - R7-1a(L) R7_1a(R) R4-7 D-3 SIGNS 8"X REQUIRED LENGTH R7-1a(L) R3 176 R3-17 i 29+85 12X18 24X30 REMOVE EXISTING 29+85 30X12 3OX24 26.95 D-3 SIGN Ply � YNr'� N O g O7 qp ® eon p f�l NEW / R7-1a(R) NEW R4-7 TYPE A USE AS IS NEW REMOVE NEW u5E AS 1� REFUGE R4-7 R3-17 / RE-USE 24X30 CROSSWALK R7-6 R7-1(D) RB-1L RB-IL R7-t (D) R6-1R RESET 30%24 / 29+73 WITH STOP LINE 12X18 R7-1(D) 38%12 \ 36X 12 / WHITE PLASTIC 00 ( THIS BAR IS CENTERED ON�,. ► �.i LANE LINE \ ► P I 6 y�L _ "WHITE PLASTIC 90 LF. _ • t 10' G" z 0. _ 1r0U riELD LINE -+�—�- — — _ 33+00 331+80 Q .�WHItE PLASTIC I O 2'SPACING � IDS TIC ! YELLOW PAINT 00 0 a m x f dl' NEW NEW NEW TYPE B CROSSWALKS R4-7 USE AS RREL E ALI.WORDS TYPE A SX3 R7-la(l) 3OX12 ROX17 24"3'B WHITE ING NEW USE AS IS REPUCE 29185 30X12 30X24 SOAR SPACING 24%30 3G%12 AND SYMBOLS CROSSWALK WHITE PLASTIC WITH STOP LINE WHITE PLASTIC I I I 1 I LJ 48 7 7l 4837.33 k 4837.3 RECORD DRAWING , T` EE�A EGA .B377D E T� * MG Y `I�*_ O N N� O d I � �,gNgnL 4849.39 j ONAWn H7 BMH I 4948.8 C 4 9.4 4848.07 I 4837.58 4837.5 1 s EOA EGA EOA EGA 483489V CHI:CKHNRV ASK 0484���oi T849.51 T¢37.96TC APYRUVELIBY RJM -" Ba0.9J VAIL 2 2B 2012 x484908 `f OA �L__SW4I4838.0 4838.02 TC 838. 4B37.9210 EGA SW2 4838.74 483784 T 48377 4B4 i Be EaA _,_ U 4838.16 E q -TIC $ TC 4B38.86 6! IC TC _ i I xSW4 838.55 4838.7 IEDA x4838.75 4838.6 U SWt xSW3 8.68 z U1 I I i- SW2 INSTALL NEW M.H 483819 O 4 A838.88 638.6: RIu 4638. SW7 xSWI m c MVS- IN 483130 INV OUT 4833.24 \ a' 4838.80 _ .r✓ - __ rC g386 4C38.60 REMOVE EXISTING MANHOLE. I I's �r` _ B4B3B.53 LJ __ C TC INV-IN 4e33.74 0 REPLACE WITH 8"SDR 35 PVC. 4 .TTTx4638�.' INV. OUT 4833.64 Q 4838.4 / 7 ECg8.00 Q48338.15 T8$d CONNEC7 WITH FERNCO FLEXIBLE EGA /I EGA EGA U T A9.81 LOUPl1NGS, x EGA I J//I 4849.SB I INV OUT 4833.88 I V) z' r INV.IN 4833.98 U REMOVE IXITHING MANNOLE. INSTALL 34 REMOVE ALL EXISTING STORM INLETS U REPLACE WITH B•SDR 35 PVC. AND STORM LINES FROM INLETS TO INSTALL 58 L.F. 12' I 12"01.SDR 35fC EXISTING MANHOLE. I SDR 35 PVC O 1,00X CONNECT WET"FERNCO FLEXIBLE 01.00X COUPLINGS. _PIP WVTH 12 Of CLAY INSTALL }0 LF. f PIPE WRH lY SDR 35 INSTALL JO LF. 12' - 4839.07 �12'SOR 35 PVC U PVC AND REMOVED SDR 35 PVC Ot 00X �� TGA 01.00% z ROOF DRAIN Y 14849.83 RIM 50.66 CONNECT TO EXISTING ESA. INV OUT 45.66 PIPE WITH FERNCO REMOVE ALL EXISTING STORM INLETS INV IN 45.77 PIPE WITH COUPLING INV.4834,28 AND STORM LINES FROM INLETS TO m' 485021 EXISTING MANHOLE. o 485 19 TC 1 I INV. 4834.04 OA INSTALLED 12"W 1 .. J� :PVC yM, 6LF OF 6• 11839.14 U O X a PVC PIPE AND 6• a8S0.62 4839.19 Epp 46_- 4B3y 19 < y TC 0 7 PVC 27 BEND I ym [4 - EOj' I ' I EGA p t I CONNECT TO ABANDONED THI 4839.574839.52 U 76�0.7 }�R4N WITHEXISTI FERNCO O 4GNG ROOF 0,68 SECTION OF F I T.70 ,4N50 60 IG TC - 4C39b3 TB39.57• _ y r I COUPLING DRAIN 4850.4 4050.60 ' TC5Let, Tl S U OA TC ' / � �- � < m 1J 4839,77 - S x SW2 I SW2 IW;T9.71 x4B 391 F ri n 4850.85 4850, SWl 1.3 ^ 4850.30 TC 851.5� EO511.94 INSTALL 1lLF xSW49'87 eJ9.B8 839,98 •B {839.80 48.39.9: 4850.68 - Ell t F Tc 12"SDR PVC �_ �939.52 OA 5W3 x5W3 6 0 ,.00% 4839.90 [O+r TC40.01 �•., INS1Al1 aAF tF _ TC40.56 EGA 12- NV.OUT I - O1 Go"PJC 4845.85 ( 4840.6 INVERT OUT 40A0.08 TC - 40.66 48 08 4 2NY I 4846.15 I 1 EGA C EOA� tibP ly COLLEGE STREET: 1"= 10' ALDERSON STREET: 1"= 10' :2 a 'I I 4 '`A'µ I _ �J. 61, e3o 0 EOA9.72 C 830�31 E.Og9.73 I I 491939 ITC • 4g2940 C EGA 4819.77 4tli'9.18 ERA 4B3044 TC 4829SO I 4830 37 tF48O 11 1829.5 TC xSW4 EGA9.86 EGA 30 01 x48.f0,11 x 4830.31 4830.1 INSTALL NEW M.N. SWJ F 4819.63 J > SW2 RIM 4829.92 B.tO.l16 x48J001 48200 COA LT INVS.IN 4:24.95 WI 5W7 0 INSTALL 59 L.F. INV. OUT 4824.64 TC 4819b 481999 48:t0.' Nli SOR 35 PVC EOA TC 1 CC I i �01.00X I INV.IN aB2564�4929 FL� J� D c I�TC30.00 yEP31 INV. OUT 4835,94 EOA J : T _ 4829.6 INV.IN 4825.35 4820. 4 0 EGA INV.OUT 4875.25 E0200 Q 8206 EGp0A2 I •� 4819.83 482072 V V-) INSTALL 30 L.E. 4 20.2 EGA C aB19�82 U INSTALL 34 LF REMOVE EXISTING MANHOLE. 12•SDR 35 PVC I I t + 48202Q; -� REPLACE WITH 8'SDR 35 PVC. O1.OD% 4820.68 INSTALL NEW M.H.A ac {820.72 17•SDR 35 PVC U xSW34 820.76 Ot.00X CONNECT WITH FERNCO IlE%IGIE 1� I 4820.74 x482049 r•� COUPLINGS. <" -INSTALL 28 L.F, 33 SW33 (J 12•SOR 35 P1K: 4820.66 RIM 4820 34 O 4830.65 01.00% xSW32 4820. INVS.IN 481 S.53 '•, INV. OUT 4815.46 20.72Cj L❑A xSS48WW2��022.4J� j 3, X4820 SW31M 7 �,'1 4820.50 / xs92.9/ I REMOVE ALL IN STING STORM IS TO A�:// AND STORM LINES FROM INLETS TO T82✓1.5 TG - I SW3 I f.1:4 7 EXISTING MANHOLE_ INV.OZ4816.11 820.2 102012 SD D T� 820.53 -1820.63 INV.IN 4816.21 EGA EGA ll Z 4 0 _ 46203 4B2U. INV- IN 4815-94 C U 830.8 6B I S.B.1 O)Nv 482 • 4B3p.5� 483f/.� � COA 1/ I REMOVE EXISTING MANHOLE INSTALL E}IA Lf. EGA IIN.OUT 4BI5.84 1� INV, 4825.98 1- I REPLACE WffH 8•SDR 3S PVC. INSTALL 58 Li. 12'SOR 35 PVC 4931 p6 CONNECT WITH FERNCO FLEXIBLE 483011� 4-1 0' U C I TC IN }4 L F. I TT"SDR 15 PVC U COUPLINGS. OI.DOX I _ TC v TC % 12"SDR 35 PVC = 01.OGX U 01.00% I y, 4831.35 x SW2 U REMOVE ALL EXISTING STORM 12'INS SOR 30 L.F. 00 SWl 5WI 01.SDR 35 PVC �TGg0.831NLETS AND STORM LINES 01.00X � �� ' I FROM MANHOLE TO EXISTING I y x SW4I.J9 1.18 .1 4 I n - 4831.49 483106 4831.1 T 4931.38 EOA i� TC I 4832.01 EGA O � Tc 46 a INV. 4B16.55 -D 4020.80 U 4 V I I 020.83 ESA TC C32.08 EGA i0 n .. A I ' __ EO�A INV. 1818.21 � to J 46 2 U I T821.26 +U�• TG 4831.70 I ' _ Tc g 4u316 483126 t - 4831,32 '.SW2 ,42 ,f EGA EOM1 - _ 1 = i K482128 $W1 I T �� 4821-6J t. 4821.52 4821.1 •.SW4 82150 ,u A .CW3 XSW3 STI1?[T No,I/ (J I I 418822104 4822,08 EOA0.99 TC2L37 34 T I 402142 CGA TC N- T ` TE 6 .. T 1 a` I 4B31.Si' 4831.5' 4831.91 I 4822,14 f n 4831�9 EGA EGA 4B2L56 TC 22.1 E02I.61 EGA C EOP DICKERSON STREET: 1" = 10' STORY STREET: 1"= 10' oN ati I i RECORD DRAWING " 4" IL .h) I 481464 LO All TC 814.6 1814.02 `Q AEI '�' 4 13.75 EOA C A HI 4808.99 =* M J *' .13 E¢A 4814.73 Sv] 0 7) Iyz 4808.99 SVI IJ x SV245 1.36 1 U EGA IS d11427 4614,3 4 1441 I AL X 481442 A INSTALI.NEW M.11. 4813.]2 623 XSv?33 I SV22 I INSTALL 59 L.F, 12 RIM 4814.10 EDA g9�� e STIR 35 PVC O 1.00X INVS. IN 4809.15 INSTALI JS LF. ,� 521 5 x3VE155 '♦ INSTALLED NEW S'%2' 12�SDR 15 PVC 4809 0 ORA%Nt%V BMH INV. OUT 4809.10 1808.9 TC INLET BOX WITH EJIW 50SOZ C CKEDOV ASK 181435 Ol.00X _ F.OA 8097 4 937 FRAME AND 50J1N CATF I v IMA I � B�pp F C EDA FLOW LINE 4800.75 nPPROViNnV' RJM INV.IN a809.84 SIJ Ll 4t308.32 4809,79 SD Ll '480B,70 A TC I INV IN(S)4806.60 INV. OIIT 4809.74 iC 7 M809,76 I INV IN (E)4804,61 PA'I't 2/28/2012 T�14.23 XSVi.7B 4808.71 E0A 4800,78 4809.21 1r INV OUT 4804.57 U I GA 1909.24 C� 813.85 .IN 4809.6I 480870 INSTALL 16 L.I aV3 r. V3 m 9 E EOA INV.OUT 4809.50 xSV2 4BOB INSTALL 59 L.i. 12' INST RIM"4809.02 12"SON 35 PVC SV3 REMOVE EXISTING MANHOLE. 50R 35 PVC O 1.00X INVS, IN 4804.4} OI,00X09.DI XS�9,10 INV.OUT 4804.40 09.2 INSTAL.LEP 1B LF a U REPLACE WITH 10'SDR 35 PVC. 400882 I I C rt 12'SDR 35 PVC INSTALL 3<LF. CONNECI WITH FERNCO FLEXIBLE I TC I O ,00X 12 S. Ol - COUPLINGS. INV. IN 4805.12 {808,4 SD SD T, BI�.9 �\ 4 936T809.13 Z X ' 1811.66 INSTALL 25 LF. INV.OUT 4805.02 EOA L O TOA 1Lv 17'SIR 15 PVC INV. IN 4B04.87 0I D= 4EI08.7 OEI 75 c REMOVE ALL EXISTING STORM INLETS � M OOVE EXISTING XI TANG EOA fPQ INV. OUT 4804.77 AND STORM LWES FROM INLETS TO _ _ A _ - ,. � � Q ,• EXISTING MANHOLE. I -- - -- - " �WI K1Zaf OF-TO % • U INSTALL 15 LE to INV. 4810. I - _ •• M 27'(N OF S EOF EX 6 LF INSTALLED-- 4 � I � I12'NS SORT 35 RIM. 4809.2EW OI.00X 4814.64 4814.50 C NECT WITH FERNCO CSP INV IN (E) 4804,56 U F ISLE COUPLINGS. I EGA EGA INV. 4808.85 INV O (S) 0505,10 808.% 480 4808.68 4814.67 Epp'73 - " INSTALL. 34 LF OA * YOA 4809.38 400 U988 INV UUI s805.08 CONNECTED TO 15' CLAY SO EAST f Tf. 07.00X STORM INLETS L 'EDA - rt 481522 IB14 BB 12'SOP 35 PVC DA ALL EXISTING TT1A 7ClsO V32 4815. �) I I D D STORM LINES FROM N TO X TC SV321 - D � ( E ISTING MANHOLE. INSTALLED 20 LI X SV32 _ INSTALL PER 0F. 0 SV32 12'SLOTTED tl311] 4B 15T2 I • GUTTER PER 02529-1 Cn INSTALL 15 l.F, XSV31 DRAIN IN FLOW IB15.3I � W. 4805.46 X SV34 1015.16 LINE 12 SOR SS PVC z • - V32' �_� 4 16.17 I B 5.00 1 1520 4808.84O1.00X 481:+.25 V33 4B1523 - � XIs 4808,7' aBUe.d EDA INV.4805.17 ""��,,�� EGA TC FDA I I rG m 5 4815.75 .-_ • •. W 4809.2? 4 � a TC15.3' FDA IC 4809.1 I \� 1809.24 TC �L U I I T LEI O v 48152 T 15.85 X4Bp9.33 r I ♦ \ INSTALL DOUBLE) I �O/� < c0 6 EGA �T5.04 EBOA- SV22 I _ GLITTER PER 02529-1 0934 w W TC Z I 21 X180938 SV21 I 4PI',.4u SV24 4015.02 TC I 49 9.42 48093 I W23 SW23 8 W O Q v --- I I- Op SV2t SV23 XSV23 W 4815.09 y EGA 4809.05 4BIOA0 4808.9E TC tti S TC 4 EOA I I 4809A3 EDA TC EGA I 1c u o w 4810.09 '/- ' I 48i9.51 TC 14010.11 48 53 FwF-I 6 EO - I 4815.56 I 4815.10 48�3.6 4111523 OA Z3 I L FDA I I I LPN •Ir~��y I TC I I KOCH STREET: I"= 10F CURTISS STREET: 1"= 101 i A- N I U I I I „4BDBoTo od SVI XS 1 SEE SHEET S?l i I.4799,14799.11 SVl SVI 4 ABANDON EX 12' I U VCP MAIN. SEE � ABANDON EX 12' 480 p6 SHEETS SDI h SD2 I I VCP MAIN. SEE ,1Bpp.3l J Enn660 C 48 E0A B6 479.B4 SHEES SDt R SD2 xSVi xsV1062 888000666AA0 4799.22 ,. EGA xTp9 29 4800.f0 4 2 x 1799.26 4800 21 ' I TBD6.4 EOA f807.30 I Svl TC - E70p972 TC XSVI 7 O 4Bo7.D2 ' 490656 X180,71 I 1806,72 4BD5.64 C I ] J X S44 K EGA EGA X4799.34 I 799. ( O B0l,48 4807.35 INSTALL 61 LF. 12' -INSTAL NEW M.M. V3 xSV3 SVI (� 80039 4800�79 ,ti XSV26.53 4806.1 /. SDR 35 PVC O 1.00X Q RNV5. 6♦801.2J 480733 -E 8.96 U $ XSVI y .� INV OUT NW 4800 00736 4SV1 4799.10 6 U SEE SHEFT 501 _,IE, 4000.314900.45 110 4806.48 TC _� ,SEE SHEET SDI I 4798.72 Ly TOA 4� C k BD7.144807.01 EGA CA 7 ho630 806. SD �� C TC I 479.9 480007 C EGA DA `�,D D ��INV. IN 4801.65 -- _ VJ I V v I EGA EOA INV OUT 4801.55 _ U O INv IN ♦801.93 E�6.7 E D6,63 REMOVE AND _ _ - t. _�`-=�_ V _- fu z cl. INV. OUI 4801.83 I REPLACE EXISTING INSTALL 44 LF_ `. INSTALLS 18 IF SECTION. BLEND 10'SON 35 PVC I I 12'$OR S PVC TO NEW CURB AND INSTALL NEW MH. REMOVE EXISTING MANHOLE AND ALL 0100X I CONNECT TO EX. 10"NA., F+1 REMOVE EXISTING MANHOLE INSTALL 33 L F PIPE O 5 opx GUTTER flIM 4799.80 -STORM LINES FROM INLETS TO SD WITH FERNCO FLEXIOLE REPLACE WITH lO'SOFT 35 PVC. 17'SOFT 35 PVC (/) I 1799.26 INVS.IN SWISE 4796.51 EXISTNG MANHOLE- COUPLING y r ' INSTALL 34 LF- 12' x INV. IN E 4795-69 CD I 7 VI SDR 35 PVC 01.00X CONNECT WITH FFRNCO FLEXIBLE OI 00% INSTALLED NEW M.H. FDA .l ( INV. IN 5 s795.63 COUPLINGS. x (� TOA6fi1 nB06.69 FIT N80(S)4801.86 INV.OUT 4795.50 TOA" SD T049 y V 4806.69 IDA 4807,42 n 196.97 D INV. IN (E)4801.76 0 T11A 1 ) TGA 4806.97 Ir' CONNECTED TO 8" iDA CLAY SO Fist INV.OUT 1801.76 REMOVE ALL EXISTING STORM INICT$ I II AND STORM LINES FROM INLETS TO INSTALLED IV INV. 4796.97 EXISTING MANHOLE- I 12'SDR35 PVC I I QI PIPE O 1.OQX I �I INSTALL 46 LF.- _J I 00 i6I 4799.50 12'SOP 35 PVC ^ 35 INV.4796.97 INV, 01.96 EGA O1,00% 11 ALL 46 LF. I4800.7 4800,78 1--4 4806.2B I48D63G EGA GFUT7ER PP 02529-1 a 7.19 FOA7.35 I 4799 BB 12�OR O PVC ABANDO MAIN. SEE 1 - OA EPA Q E� J SHEETS SDI h S02 4001.11 40OL16 �1 _ INV. 4502,27 TC v 4806�6 6, 4 nP07. 4807,73 .-� TC \ TC X4799.95 I 1 4 '� TC TC,r. �. SV2 00.0 U INSTALL DOUBLE / I 1V01.27 X4801.41 r) � '.t,. GUTTER PER 02529-1 - S Svl U - 4�07�88 4807.99 XS800.03 16 SEE SHEET SDI I .y+ SB 37 S 5 KSVS 0 rl00 1 913.32 X4801.60 O7.B PO].B9 4Y 9.72 V SV3 4 ]. a 1eo7ee BO 92 Q 4800.89 TyI EGA " XTv7 4800.10 COP TC 4801.30 1800.92 I 80/69 I TL EGA TC a806.86 IBOB.30 1807.31 TC I 1807.24 E❑ TC EDA TC E800.43 �. 0.9 480Q,58 4BOB. EOA EO 1.52 TC 4808?t EGA 41101.11, _ 80D.8 I 48 0 1 --- --- r _ C I SHI.1:1 N.IS N � � I I tr � � I I N I i 4 L INT2 OLIVE STREET. IFF- 1 FF_ 1 - ]0 BABCOCK STREET. 1 - 10 L,,:,b NTANq 124 RECORD DRAWING * "� R 124 P PC 94 t ' AC/C - - - - -� -- - - - _ - 123_ Al. - - DRARN BY: BMW � � _BM-H1 - - �� - - - FLEV = 4861.41 BM-H2 t CHECKED 8Y:ASK ELEV = 4851.47 APPROVED BY: JM R -+ 1'° , 2+ - - BM-H3 DATE: 2/28/2012 ELEV = 4840.74 ' E 8 0 - CP103/AC � a - - z A CP122 o e$ ■ b .Z I� ro IG-1 N 121 Q 1 o - - P121 ELEV = 4832.07 BM-HS - - \ • SAC/CP119 ' I - F v°ii - -• ELEV = 4822.75 If00 d < BM-H6 CD -_~ -~ �-1� --+--•-- -_I. lawo 1 aD ELEV = 4816.58 z I Z m _ le o CP102/AC z o Z o V N (� z9i � W m _ _ LA x z Q - - - - - - - - - -- - F- AC/CP120 0 In ! BM-M7 1�77 1 a - - .SAC/CPIlB _ - - - kACI7 -_ - - - - - - 11t7" 7- - ELEV = 4810.73 - AAL C/CP116 BM-HB ELEV = 4808.94 - P701/AC I *- 1 1- T--- _ ♦♦ _U 28+0 29f 00 1 00 1 I 1 1 1r CP100/AC � O BM-H9 a ELEV = 4802,61 z E- - - - - - ^ z y 7 m ¢ m SURVEY CONTROL TABLE UNo. NORTHING EASTING ELEVATION DESCRIPTION 0 CYJ � 46697.8584 48872.9911 4859.18 ALUMINUM CAP SET AT SW CORNER OF 8TH/HARRISON ,^47091.4893 48877.5857 4850.84 ALUMINUM CAP SET AT SW CORNER OF STH/COLLEGE V l47505,5508 48942.5158 4840.01 ALUMINUM CAP SET AT SOUTHERN MEDIAN OF 8TH/AUDERSON47517.8149 48985.5614 4839.79 ALUMINUM CAP SET AT SE CORNER OF 8TH/ALDERSON47873.6522 48905,5077 4831.34 ALUMINUM CAP SET AT SW CORNER OF 8TH/DICKERSON48224.0674 48962,6813 4821.29 ALUMINUM CAP SET AT SOUTHERN MEDIAN OF 6TH/STORY 411232.2630 49002.5183 4821.41 ALUMINUM CAP SET AT SE CORNER OF 8TH/STORY CP 119 48657.6251 48933.0024 4814.43 ALUMINUM CAP SET AT NW CORNER OF 8TH/KOCH CP 101 48944,0597 48981.1999 4809.52 ALUMINUM CAP SET AT SOUTHERN MEDIAN OF 8TH/CURTISS CP 116 49015.5912 48943.2462 4808.77 ALUMINUM CAP SET AT NW CORNER OF 8TH/CURTISS CP 117 49375,1150 49953.2340 4806.72 ALUMINUM CAP SET AT NW CORNER OF 8TH/OLIVE CP 100 42690,2830 490019329 4800.52 ALUMINUM CAP SET AT SOUTHERN MEDIAN OF BTH/BABCDCK CP 116 49757.7706 48958.9232 4799.37 ALUMINUM CAP SET AT NW CORNER OF 8TH/BABCOCK BM-HI NA NA 4861-41 HYDRANT ARROW BOLT AT SW CORNER OF 8TH/HARRISON BM-H2 NA NA 4851.47 HYDRANT ARROW BOLT AT NW CORNER OF 8TH/COLLEGE BM-H3 NA NA 4840.74 HYDRANT ARROW BOLT AT NW CORNER OF 8TH/ALDERSON SHEET No. 16 BM-H4 NA NA 4832-07 HYDRANT ARROW BOLT AT NW CORNER OF 8TH/DICKERSON BM-H5 NA MA 4822.75 HYDRANT ARROW BOLT AT NW CORNER OF 8111/STORY �= /'� //�� BM-H6 NA NA 4816.58 HYDRANT ARROW BOLT AT NW CORNER OF 8TH/KOCH ` ' BM-H7 NA NA 4810.73 HYDRANT ARROW BOLT AT NW CORNER OF 8TH/CURDSS Scale: 1"= 30 �`J`v BM-H8 NA NA 4808.94 HYDRANT ARROW BOLT AT NW CORNER OF M/OLIVE BM-H9 NA NA 4802.61 HYDRANT ARROW BOLT AT NE CORNER OF 8TH/8ABCOCK 0 15 30 60 OF 16