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1 2 3 4 5 6 7 <br /> 0 <br /> �Ol o Q <br /> a: tt <br /> J J J J J J J J J I II a,rn� <br /> W °z�EH <br /> I I I I I I I I I I I I I I I I I I II GRAPHIC SCALE W 0 z N <br /> I I I I I I I iDMH I I c6 I I I I I " r <br /> A E 65.73 6IP Vq7(W) IS 64.94 6IPVC7(S)I II `~ LL <br /> E 64.63 8"P�C S IS 64.94 8"PVC(N) Q _N <br /> O Bos 64.3aI REMOVE EX CB-TO BE REPLACED 3 IN FEET a <br /> IE 64.03 6"PVC ELB W(E) o p <br /> Wlhl CB$5 II 1 inch= 20 tG } w H J_ <br /> I I I I I I Bos g4.63 I I I I m �w <br /> EXISTING 48"SSMH CONM STRUCTURE w IIIIW <br /> RIM EL=69.71 C v� <br /> NEW TYPE 1 CATCH BASIN#5 NEW TYPE 1 CATCH BASIN #4 I o <br /> WITH VANED GRATE WITH SOLID LID EXISTING IE=59.31 12"PVC(S) soMH RIM 69.47 RUMP w <br /> PER COE STD DWG 402 PER COE STD DWG 411 EXISTING IE=59.31 12"PVC(E) ae"DIA coec STRUCTURE <br /> RUMP ao n a U <br /> RIM EL=67.38 O IE 65.76 6"PVc s <br /> "NO PARKING" RIM EL=67.40 NEW IE=62.55 12"PVC(N) IE 66.07 8"CP W IS 64.96 6"P VC(E) <br /> PLACE OVER EX 6"SD IE 66.m 1z"cP sw () <br /> s,CLF IE=63.40 12"PVC S � ( ) IE sa.76 a"sTL TRA <br /> B DI UILDING () UILDING IE 66-07 12"CP(N) <br /> EX IE=64.90 6"PVC(N) IC E DooR IE=63.40 10°PVC(W) DooRT ss- _ Q BOB 61.76 <br /> 6'cLF p �cE S - CHP N <br /> _ � oDco �O 8d� <br /> OHP 2° P <br /> ALLEY -- -- - <br /> 2 +90 3) 0� 12'PSO - - + - a=- + Gam - _ 34+00 � + 3 "A 1. <br /> B FouND REBAR%cAv sa __ (E) ( � >s - "PA.� <br /> PP PP C P AWO e�0 <br /> A GAS S' GAS SA:�S GAS GAS GAS GAS AS F BREAK SD $ s•YOF E LSD SD ��PP D SID�SD� lAJs ti� <br /> N _ - EX:69.16 EX:6.66 Lsg36az4 3sa EX:68.29- G� DOOR AT P1 AsPH ALLEY f <br /> ��++ _ _ 1 7.98 EX:67.9 _ 0.8'WEST OF <br /> RMM 71.24 - - I � - - T - - -- - i= - - - - - - 77. - - <br /> o / 170 LF 12"PVG 0 0.5% E SSMH RIM 69,71 is <br /> IE 64,74 8°IP(w) / TYPE 2-60"CATCH BASIN 3 WITH Ln I � 48"DIA CONC STRUCTURE <br /> l TRENCH BEDDING,BACKFILL, <br /> oc 63.6a 1z"cP(s. (N,ouT) DOOR AT P1 STANDARD LOCKING LID I I IF s9.31 1z"Pvc(s) <br /> i AND COMPACTION SHALL BE PER <br /> EL:69.06 ee�� I COVER SHALL BE STAMPED"DRAINAGE' __ ,1' COE STD 815,616,AND 820. II IE 59-m 1z"Pvc(E) m m <br /> DOOR AT P1 I Eacv <br /> EL68.81 e 1 _ aL� I PER COE STD DWG 610_-_ N b ro n <br /> IE=65.16 10"PVC E) II I > a n n a <br /> RIM EL= 72.34 LOCATED AT Pi 88 LF 10"PVC 0 2% <br /> N O �� -��� SSMH TYPE 2-80"CATCH BASIN#2 NTH O E 6711 a"cP(w) <br /> STANDARD LOCKING LID IE=65.16 36"RCP N I <br /> �I �� - ) <br /> COVER SHALL BE STAMPED"DRAINAGE" Y B 6s.91 6,41 E <br /> III \ o I 33311 BROADWAY 7.0' f/ a \ BTM EL W1 D <br /> "IU PER COE STD DWG 61O (n "HOPEW RKS STATION" (FILLED W/DIRT) <br /> ELEVATED PARKING I A ' <br /> C W I III IE=85.39 38"CMP S I' PANEL ROOF.D PLSTRUCTURE NTH SUMBING OLARaPPRox.pl 8s80 SO FT <br /> RIM EL=71.01 (LOCATED AT Pi) oer bFFICF BUILDING <br /> - IE=65.39 36°CMP(N) I <br /> W I m - PANEL ROOF. <br /> 8' >4 w <br /> � AREA OPEN TO _ O OPP�` <br /> FOR DRAINAGE FFE=71_11 �' o <br /> F- I„ „la I TYPE 2-60"CATCH BASIN#1 1- <br /> )oWITH STANDARD LOCKING LID I1 FF=83.83 m _ II \COVER SHALL BE STAMPED"DRAINAGE° IP 1 FF=68. (VAR" I �I w y <br /> Q I I PER COE STD DWG 610 - "F I o '- _ C4 z z <br /> RIM EL=71.01 (LOCATED AT P1)`� W F5 w w <br /> IE=65.65 36"RCP(S) \\ _-_- AREA OPEN TO P1 // w c c <br /> BASEMENT I I FF�-81 55 w o N <br /> FFE=76.4e - <br /> ��I�� DOOR ATLI it <br /> 3301 I I I III I 183.83->a, I 51 LF 31 RCP 0 0.5% 46 LF 36"RCP 0 0.5% <br /> r I \ I HOPEWORKS y III <br /> D IBROADWAY \I 'I a r� \ ----_-72 __ _1 I GROUNDWORKS _ V a^ pN <br /> 1, I YZCA" DOOR'AT Li REVEWWORKS JB 40,_F M 3\ <br /> DOOR AT L1 cAFEwaRKs dB <br /> STORr I EL: 4. `T ,_,_L_1 I 14' <br /> ao' - EL: 1 __ _ �� e .. <br /> OFFICE =as.a9 J a -T _ -DOOR AT L7 z�- _ _ L n.2' <br /> BUILDING "YWCA' _ -�--_ - "�- EL•83.83\ _ (P g BM C eA <br /> eA <br /> 0 CHISELED <br /> 1 -- \\e T olc� - - z <br /> a OF BACK 0 <br /> o" "- ...<�;:.:........... 288'DOC QUADRANT O ; <br /> 6"'WP \/ STOY BRICK .- __- HYD ELEVATION 3 <br /> ( ) E9 sTINTERSE � o <br /> L -- <br /> as <br /> I <br /> �'1. <br /> I <br /> 8"EC <br /> A C <br /> W <br /> 8. <br /> W <br /> CV 0 L O Oa O <br /> � LP <br /> aaI <br /> I <br /> 3 -_ <br /> i <br /> JED MON � -_- _ -___ _ <br /> $ POSITION \ \ -ASPH- 48 DIA.CON <br /> -ASPH- SDMH RIM- <br /> \ REFERENCE A1.11 FOR "LOAD/UNLOAD "RESERVED IE 7ess e.I <br /> E ,\ DETAILED GRADING FOR �I ,, ONLY" H/c PARKING- <br /> DETAILED 7.a5 a" <br /> - - - - - - - PEDESTRIAN WALKWAYS/PLAZA - - - - - - - -�- - - BTM. STIR. <br /> BROADWAY AVE MONOM T° M"RIM- 11 1 <br /> COC=67.66 W <br /> 2 ;HEAD SIGN ON a \\ �� �� \ POSITION <br /> V IC SIGNAL ARM 3 3 <br /> $ FT TURN YIELD 10100 II+00 12+00 + + \ 14 8 _. IF <br /> 69.16 s' <br /> ON GREEN" _ !f _ - - + - - - - _ _ _ I_ _ . _�� _ _ PS\^/_' CB RIM-80 Q <br /> N003921W 480 1 / 36"DIA.CON <br /> IE 78.5 6"C <br /> IE 7&4 6"C <br /> g .VLQ, 3 g6 .B4 IE n.7 A"T <br /> o <br /> .. 12'IP w(P)V 3 2-T�W ] i -yn eTM. sTP. <br /> i-- t P - - - tz"IP w(P) <br /> R -4„G P _ ..ASPH- - - _ _ - - - 4 c P - - -� c p - 4"us <br /> (jp) <br /> ------------- --------- (R) ----------- 3 STOP' O <br /> P _ P.S. _ <br /> ry -- -- P.5_- -- -- -- 5.- -- -- ac - -- - -- -- - __DTP <br /> 1y FOCd(R) 6-CC __- _ FOCd(R) 6'CC -_ 6"CC SD(R �I FOCd(R) O W <br /> h o 22'DWY \ 21'DWY 33.5' / \ Ip `V22'DWY �� /`3'p� <br /> F SD ) C. eli 8'CW VEHICLE .______-____-_, LP 85'CW _ ___ _________ 8•CW F____________ I Pj <br /> (R {�y�Y _ <br /> M V(R)(ABAND?) I ACCESS I 12"IP W R ABAND? Y VEHICLE ACCESS \ 8.5'CW ) /LMyL� w <br /> o ) W GRA55 8°MA -___ 4` \ AND? WM W <br /> 5 x ECd(P) --- - - - -- - -�- �/� <br /> LSC PE- - �+ " - - - - - W °.� CO C¢ SSS(R) u J <br /> CB RIM=8517 / N PRNG, T GR 3 -btA AP - d(P \ A ASPH RIDGE W <br /> ti IE B CP(ESE) �r-> LIT. '� BR C CLUS o C ST _ _ �- Yv. - -�- ---\ ----- - INLET R''.' <br /> STOP BAR / 13.0' a I \ CW SDco CB RIM-81.$9 \SD � X� SDI PORCH.. -- i IE 79.6 i. O <br /> U. STR.EL.81.4 B ON�Y" < _ -4" ,1- -3",1-5" IF 80. 4'IP ELBOW S -ti <br /> VISIBLE TO NNE) V 0� 0 _-- - 1�"CON \ �� 180.26"PVC(N) o ) -1� SSSR� <br /> a SIGNAL SUP ANCHOR I I "NO PROS, BT�I. STR EL.78.7 \ PA Dlr DR <br /> POLE MpTwUSE) i I onosaN�r' v'S \v <br /> - F <br /> x"= G NOTE <br /> - a <br /> EQo <br /> E r ALL PIPE JOINTS,CONNECTIONS AND STRUCTURES IN THE SHEET TITLE: <br /> DETENTION SYSTEM SHALL BE WATER TIGHT AND MUST <br /> PASS A HYDROSTATIC LEAK TEST PRIOR TO BEING <br /> o.E 5 APPROVED FOR COVER. GRADING AND <br /> DRAINAGE PLAN <br /> UNDERGROUND SERVICE ALERT <br /> r ONE-CALL NUMBER <br /> o; U <br /> (800)424-5555 SHEET N0. <br /> E <br /> CALL TWO BUSINESS DAYS C 2 0 0 <br /> OBEFORE YOU DIG <br /> SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />