Laserfiche WebLink
N <br />M <br />N <br />H <br />105.06' 13.56' <br />102 <br />2 v <br />4010 r'Z <br />v .< <br />R i. NJ�_ ti W N W <br />o— _ <br />0.150.15%y <br />_rte <br />l#ST#LL l7l 1rf7 I {{{ <br />94 f a/ZL @90R..C. by 5S II J <br />Sa0005 <br />90 <br />o a <br />a eo J <br />as <br />£ o ` <br />v, C W <br />a -4,1 O ±I O <br />cl a o r. <br />86 w <br />x—gRPROX. DEPT# If <br />EXIST 11N. it <br />II <br />�I1Np 91.1 ex <br />zr <br />'; <br />H <br />w <br />3•. �W- Wotbr line <br />NOTE All radii= 4 unless S - Sanitary Sewer line <br />otherwise noted N <br />Depressed letter "W" or "S" in <br />curb to identify service locations <br />" <br />I'-0" 2'-0" <br />Vertical Curb of Returns <br />1 Broom Finish <br />i IOZ"R I Leval Line <br />0 . < . °C . . • ,'" • £' •' • ' ' :.• •, moi- `-� O <br />Dowels -05 or Dia. x 24" spaced 12"o c. <br />greased and wrapped one .side Inrough 6rr� <br />every expansion joint. <br />MONOLITHIC BEVEL TYPE <br />CURB Ei GUTTER <br />7'-0" Min. <br />4'-0" Minimum ( Sidewalk) 12" 2' -0" Broom Finish <br />Broom Finish Smriee UM " At Returns <br />IF I r <br />Slope • �" par I' IF y I" Level Line <br />.a •:� .:. e , <br />-}— 0 10# RlT, y� <br />•� a. �o .�' io ••T �,v t <br />- o <br />6":]�_'OA <br />�Sor 3dia. x spaced <br />12" o. c., greased and wrapped <br />one side through every <br />expansion joint <br />MONOLITHIC BEVEL TYPE <br />CURB. ' GUTTER 6 SIDEWALK <br />NOTES: <br />1. Construct expansion joint& O 200' tnoximum and at returns. around light poles, <br />hydrants and other fixed objects of sidewalk. <br />2. Transverse weakened plane junta shoe be constructed Q 12' maximum . Intervals. <br />ItJ5TALL VVITHIN- <br />TH!6 SECTOR—� 24" MIN. <br />COVE R <br />✓ONES 3402 Co(2P <br />W/ 12006 SS. LINERS } STOP — - <br />Io° <br />I TYPE K <br />10' SOFT COPPER <br />ALL IAAIN <br />SIZES — <br />LDUBBEr2 co NEOPRENE <br />GASKET <br />Br101-JZE SEr2VILTE- ✓ONES ✓979 on <br />DUCTILE /QON OR SADDLE D/,o and ,/oNE-s <br />✓99ro on �c(c 9oo� <br />PLA.4 TIC PIPE Br20NZE SERVICE <br />Sf2AP <br />INSTALL WITHIN THIS 5ECT00 -- <br />MA I <br />1-I0f21 ZOUTA L <br />CAST 11710 N <br />NOTES: <br />I. ALL CORP STOPS TO HAVE A.W.WA. <br />STANDArID COrZP. STOP THREAD <br />(MUELLEf2 COON INLET END. <br />OUTLET TO BE FOR USE WITH <br />FLAr2E0 Oft COMPRE5510N FITTIQG. <br />TYPICAL SERVICE CONNECTION DETAILS <br />5+00 4+00 3+00 2+00 1+00 0+00 <br />0 <br />CURB DRU L I N A D R I V E <br />R= 17' FDC. <br />5S Service /Afer-o/s 74o 14- <br />7 <br />7 Shq// 6B <br />Ducii/e Iraq Pros (D/ °� • <br />N SEE SPECS. <br />1 . M <br />V <br />(0 •Z O O• CLEAn ANCE TO PAVING <br />H \_ Q . -F G. O 12'MIN. 5' MAX, - PLAN <br />- <br />a O <br />_5 6 7 ,, <0 ' } H 24 CL17. 5t1E4K-OFF FLANGE S COUPLING <br />�•Si- `�. A ��'ac \ r3° / -CONCRETE VALVE BOX, BROOKS TYPICAL INSTALLATION IN CUL-DE-SAC <br />_1__ _._ NO 5- DT OR EQUAL ( TY P.) <br />I I III I I \\ <br />�, III T \ <br />ps C@) °�° '�' h� �4'� J J J c � SLOPE TO D71- <br />L—t <br />N=' i5•RISEn \- <br />a r0 �, g Q• ` I I I LENGTH OF BURY PLUG \� <br />` h I I AS REQ'D. TO 5ET DRAIN G' FLANGED " HUB B.v <br />— 4 V �' � '� a 3 b BASE OF HY00ANT I pPENINGS /� i',••r•..°°.»•r"•M <br />Q" I I 3 -ABOVE F.G. } / i-6'On LAnGEQ , <br />H �ti J <br />CX I SL /0' P. //f. / 4 a I II I I / WATEn MAIN <br />.�•. YM• N N•wl <br />J � � - • • — r NNrnM. • '. <br />-- _ _ _ � C / CONCRETE <br />CURB D q I q /55lf Spur — <br />SAW -- I I THRU5T BLOCK \ HUB. HUB. FLANGED TEE <br />4 MIN. i�'w•.•e»N <br />Yy •"" Ili• IM••1. +r N1\ <br />9 H Z - BEARING AREA e•• -- •w• <br />R = l3' F D.0 . A9P - HP j _ / Z¢ � � � h I III I 2'.6- REDWWU BLOCK <br />d = 119° 59' ZZ" TC 97.10 I - - - 0 III s A -C. On P?VC. w»•.=•,•IN. �, <br />LENGTH TO SUIT - "ne C. erl •" w' <br />L = <br />1/0. 13 ' SeCJ 6055 -T 6'SS , ✓ONE6 1900 <br />( P.U.F. _ _______ ___ � I III CIVA? BTOP <br />5¢reet U9h� jD a� --- <br />\ S <br />\. I I L ►a a .oueetellclN. wN. <br />F I R E H Y D R A N T <br />-- y a I I I O L I N E ' Ne wl wa .r. N c.»•N»e Ne•"n <br />N, Nk 4 �: q a II I <br />3 AD LNNInp Nn rwrel.e t" n .,T,v.ns' <br />q I I III � i b I I I moi" my x p".c. <br />.w rr <br />>(�lI IIII, II I �� <br />NOTES,Aft <br />•� - - ---Tb".1 rN11Fni1H iNny" "n. rNl <br />4 a ry 4 I III III I. Fire Hydrants th011 be placed with4u outlet facing..•..n N.•..r •«.r... <br />».•n a»•• b• eoT <br />directly towards the street. <br />2. Fire Hydrants shall be clean and free of Concrete. r" ^•• <br />3. Fire Hydrants to be American Darling Model B -62B, Dresser MBH Style 929 ° " `= ""•'"' _-_ <br />�- .- •'. � __".r.e,.eN Ane <br />"Reliont", Mueller "Centurion" or "Modern Centurion", or approved equal (2-2ypp <br />a I`4" outlets) u.•«rerp ..w.e e"Yr•. IrT <br />\-CN.rN. i...a .w.. <br />3 f 46.06 - RAD. Pr c'Or other siu a required by the local Fire District. <br />CONST MON 80X BENCH Ml�RX DATUM <br />4 All Hydrants shall be painted OSHA safety yellow Or as E L E V A T I O N <br />r 9 7 70 CURB D 9 T # BRASS CAP 6'i•,9MPE-D MN - /a.3 (D(S E) COrvler required by burl Fire District. <br />' h�� Of ✓AC(J VN& ROAD > 4W.. 58 /N eeVC. CURB <br />11' c. R. C.49 <br />BEtaw "PAyLESS" 51GN. EZEV. 96.7 uses. STANDARD 211 BLOW OFF <br />13.56'9 0/° 19?9 Da2`urn. <br />N0. DATE REVISIONS BY DESIGN S.E.P DRAWN BY G.R. <br />BAUMBACH &PIAZZA SHEET OF <br />GINA DRIVE GOODEN PA RK 2 q)- <br />SURVEYORSS <br />j L ENG 1 E E g S 200'W/MILFORD DR to 400 W/ MILFORD DR. JOB NO. 8918 <br />SURVEYORS <br />APPROVEDr� BY <br />R.C.E. �`7'�T-/323 W. ELM ST. LOD1, .►LIF. DETAILS SUBDI111S10N IMPRO!/EM�NT6 FILE <br />DATE <br />95240 PH:209-366-66'16 NO. <br />minimmimmill <br />