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<br /> I I GRAPHIC SCALE w - U
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<br /> A kUA 6 5' u CF-So
<br /> Iv ', a ra• {aa+u+lf ( \ I �¢ NIE ti.^,i c a cutdwl D� y•„y,. REMOVE EX CB-TO BE REPLACED I ( IN FEET) coliwEd„„io
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<br /> DOG,•c., V4TH CB/5I
<br /> 1 Inch m za iL lffiiiaiI EXISTING 48•SSMH CONC STRi1CTUREI 'I NEW TYPE 1 CATCH BASIN�5 I NEW TYPE 1 CATCH BASW/4 I RIM EL-69.71 C
<br /> I _ MTh VANED GRATE I YATH SCUD UD EXISTING IE=59.31 12•PVC(S) W m N 'U
<br /> /7
<br /> PER ODE STD DWG 402� PER COE STD DWG 411 EXISTING IE=59.31 12'PVC(E) ig
<br /> I I - RIM EL=67.38 RIM EL=67.40 NEW IE= 62.55 12'PVC(N)
<br /> /! ( - - - - 2•PVC(S)
<br /> II PLACE OVER EX 6'SD t IE=63.40 10•PVC( 'i' •`•� -_ -I' -_
<br /> - - - - . . EX 63.40 - -c �;-TO,r `�'Yj
<br /> IE-64 90 6'PVC(N) IE= 1
<br /> 29+90 30 00 -i = o
<br /> 4
<br /> ALLEY EX:6B.93 • EX'68.75 EX 68.2 - - --EX:67.94 '"'` EX:67.68I EX:67.52 EX:67.51 --- n -- --- -- - y.. Ar..
<br /> I
<br /> 31+00 / �32+00 33+00 34+00 35+00
<br /> I'.. : r I I. E 5'1�'�I. 'U��S!1 -
<br /> SC�SU ;J LSD CSC LSD �. .? u
<br /> GA_, ••U •., ,._ Y• DOOR AT% it As ^ ,P���
<br /> EX:69.16 *A EX:68.66 Ex.6B.29 X67 EX: ,
<br /> EL•67.98 E 92
<br /> 1 II 170 LF 12•PVC 0 0.5% -'llI �'� +^
<br /> .'.:5!b1'1`f-15''''' .JA) I I DOOR AT Pt . TYPE 2-60'CATCH BASIN/3 WITIi TRENCH BEDDING,BACKFILL, /
<br /> i I I STANDARD LOCKING UD I .i II I AND COMPACTION SHALL BE PER I w CO w w
<br /> EL 69.06 �I DOOR AT Pt I COVER SHALL BE STAMPED'DRAINAGE' _ _{ II I COE STD 615,616,AND 620. I
<br /> PER COE STD DWG 610 I u O.` 0 ` oc
<br /> \
<br /> EL:68.81 I I o B8 LF 10•PVC 0 2% ,I`l- I N M 7. y I I RIM EL= 72.34(LOCATED AT P1) N II • I --
<br /> - ` TYPE 2-60•CATCH BASIN/2 WITH E=65.16 36•RCP(N) .II n.�,.
<br /> STANDARD LOCKING LID
<br /> ' COVER SHALL BE STAMPED'DRAINAGE' I I( _ ,, ,.[..E:
<br /> I I PER COE STD DWG 610 1 I • II I _ ! ,I- RIM EL=71.01 (LOCATED AT P1) NED PARKING
<br /> STRUCELEVATURE WITH SOLAR ,,: • II_
<br /> ` -IE=65.3936'CMP(N) •.fY
<br /> IL 1!� 4
<br /> `( 49EV OPEN i0- i�� IE=65.39 36'CMP(S) -
<br /> -- - SEARCH AND PLUMBING I `. .. g
<br /> 1' = N FOR DRAINAGE 1.-"rE I•s+
<br /> TYPE 2-60'CATCH BASIN p = N
<br /> I I-
<br /> N I 1. MITI STANDARD LOCKING LID �l FF=83.83
<br /> 'I COVER SHALL BE STAMPED'DRAINAGE' \P1l I FF=68.00 (VARIES) I III I W '" 2 1
<br /> I RIM EL= 71.01 (LOCATED AT P1) In IIIII ' •- I O. i S
<br /> re) I I I IE-65.65 36•RCP(SO I !-'�AREA OPEN TO P1
<br /> M ! I II rr X•s f W. @3Ra
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<br /> I •� I n ` ___
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<br /> DOOR AT L1 „la":
<br /> \ I, I --`.d-- I I� =
<br /> EL:83.83 'E I 51 LF 36`RCP 0 0.5%rJ 46 LF 36•RCP O D.SX I I-
<br /> T R�PEwx Ks t
<br /> D I lki.(111-11
<br /> ,7i:u4Dw,.a s u• f� iy� RS
<br /> 1 I IREVEWA9kK$ II ,l 1'll - ydiDOOR AT L1 DOOR AT L7� I. I -- _ _ _ .. ' = --I--- I- xam5 3. - � M1
<br /> I EL:64.17� EL:83.83 ,• . _ /f�'1,_- L \ I -'
<br /> J� I 777 I -1-
<br /> DOOR AT u� -- --- I A _1
<br /> y,, _/ ll; f -_ 1 T I I I �.I _ -` \�. m`DUr. 1_'"`[---u'1� I ' rl AN
<br /> .•.I f -.. 'J v - - • • -. • • .. iiIi /'
<br /> d4 .. _ t _ � • _ CYATIDN. d o ¢__. .. _ ..._ �-_- '- ' - -._- ___I Ia. I }°' 'C 8 r �'}� tT 4._./5'Di..
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<br /> REFERENCE A1.11 FOR ;►
<br /> E I DETAILED GRADING FOR \
<br /> PEDESTRIAN WALKWAYS/PI.AZA- - Al
<br /> I K
<br /> BROADWAY AVE �� "�"n° ui
<br /> rt 1URn VELD
<br /> 'C SIGNAL ARM 10+00 - 4.F ; , II+00 12+00 13+00 - 14+00 14�90,
<br /> i4: WEN' - + -. - - I _ '- +. 1 f ..
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<br /> o r�� mot` ° ' 1° - _ -......_ - -_ - - - _ - _ 0 ... _...._. - _-... .- - 'tl-_. -- - _ x/6�
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<br /> g 1 G MQIE This plan is a reduced scale drawing at E
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<br /> 1.t AU_DPIPE
<br /> JSYSSTSEM SHui BBE WATER STRUCTURES IN TIGHT AND MUST
<br /> 11'ix17'i intended to fit within the drainage
<br /> SHEET TITLE:
<br /> Y PASS A HYDROSTATIC LEAK TEST PRIER TO BEING report GRADING AND
<br /> APPROVED FOR COVER.
<br /> # $ DRAINAGE PLAN
<br /> .111_ UNDERGROUND SERVICE ALERT
<br /> it ONE-CALL NUMBER
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<br /> �;� (800)424ESS5555 SHEET NO. C 2 0 0"III
<br /> '�" URDU"DU DIG
<br /> SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
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