Loading...
HomeMy WebLinkAbout3670-3{ EXIST. EDISON TOWER SCALE IN FEET 0 40 80 120 160 § SCALE: 1 " = 40' ,, N 1 PHASE PHASE �� �Ll O rn A B 7 Q a� Lc) o O LAT »D 1„ EXIST _ j �, W o ��o o �W N 45'40'22" W I N co r\m �' (0 d �F 2�� co ? p 27.14' , / V N c ^ _ ,, N ; 6 \ \ �y� o B=24 " 59 k oo '; �' Q F`p + �u\ W ~ C=3.25' ( o �" �n o * \ rn _ \ o D= 66 E-45 T ^vj 1 \ rn� \ \ + o U �O \ tri � ► ��� \ W o I z � 1 cotes g �� - \ p + EXIST FENCE X a a \ CL LYTLE CREEK R - \ `\{ EXIST R/W - \ \ \ 214+56. 11..sera _ - - - - - - - -- - - - - - - - - l PROP EP--- % � / `� I - - / — — — — - r� —', — — — — — — — — — — — — PROP 15 " SEWE 1 —� PRP 15" SEWS /L STREET o — -- "' EXIST FIB -OPT PROP EP Q T EXIST F13�zpT I\ `r' o a e.a�,��"w� _`� -- - - _- --�-- - - \ — i i 12 4 \ -of 13 \14 I \ - - - - 66: SD PROP C & G W - \ W — _ I E? -(IST PP ST IL T = - - _ - - --+- - ---- - - --I: - 9 W � THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE,� 343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. NO. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA AVE. ELEVA 7TON: 1428.609 Prepared Under The Supervision of : P P Q? E�SIgv PREPARED IN THE OFFICE OF ��°�\ L Iwq Fti MADOLE AND ASSOCIATES, INC. �sem?, w 3 No. 36637 c rn 760-A SOUTH ROCHESTER AVENUE x � ONTARIO, CA 91761 {r Exp: 06-30-06 PHONE (909) 937-9151 .� 9T C/ v i �� 1 FOFCA0 S �t Date D ZSAT vv RCE 36637 EXP. 6- 0- 6 WENDELL L. IWATSURU REMOVE EXIST. C.S.P. INLET. CITY OF FONTANA CALIFORNIA � J p (� N ? CO W �v+ L YTLE CREEK ROAD , MPSD LINE B5 FROM 87 +/ N/O SUMMIT AVE. T� 950' O UMMI T AVE. SCALE: AS SHOWN �j0 1 DESIGNED BY.• DATE. MARCH 2004 CHECKED BY. ,�,,``^^ 1 4 -� �� APPROVED B . �� -� -� DRAW1NG NO. 3670 3 8 A'1 Lij N CITY ENGINEER R.C.E. 51152 DATE DO- - - - LU CL STREET- TREET 5 5 Z W 7-17 O� s Nv7E- aiaW TO Nv cONsrnWWN wamc THE QowrWmR watt PnnMF TO vMrr THE tMnnaN & a"AnaN OF AU urates OF E WNFtrcr. `Q Z DWG. 321 0 / � 1 \\ \ \ EXIST. R/W '7RELOCATE AS NECESSARY �' Q \ \ EXIST CRAWFORD CANYON 1 0 36' R. C. P. P I I \ \ \ �� PROP s/w \ CONSTRUCTION NOTES: DWG. 3213 \ \ \\ EXIST FENCE ---'PROP. R/\ MUTUAL WATER CO 0 cy �, . o N + � 2 WATER LINE O ^ o - � p \ F` Ff- ACQUISITION R W �P \ cV "� "� o , EXIST P I �{ ; c�{ vi f \ ( / 0 `O + II II "� (:D -CONSTRUCT 66 ' R.C.P. STORM DRAIN D LOAD SHOWN ON PLAN). \ s s \ \ (CONTACT C. C. M. W. C.) �o �� � "t �, Q m N ( ) rn rr �i o �, oo \ \9s \ ,� 9s BY CITY OF FONTA(VA) �Q 0�� \ \ '� o L4 - r\ W Q d +co `O \ �� \ �F \ 0 `° II I I II o Q) ---CONSTRUCT 36 R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). / I 00 LO m \ \ �_.� �z \ \ �Fo�� �o GP��� \ � �z�nQmc� Q „ o EXIS LCB o "' ^ I o + o Lr)^ `� Z W P� �` \ 5� \ m N 4�CONSTRUCT 30 R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). N m ^ o z N v o \ W \P \ `� �' S�' �' S CONSTRUCT 24" R.C.P. STORM DRAIN D LOAD SHOWN ON PLAN k � o 1 1 \ O �FO�� ��<c, 0� \ OJT\c�0 1 \ vi v 'S ©-CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 SEE SHT 7). m d m \� Q \ �o GP �� 's \ OJ 0��' \ F0 1 (D-1—CONSTRUCT M. H PER A.P. W.A. STD. PLAN 322-1 (SEE SHT. 7). o' €�5 \ S�CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 331-2 (SEE SHT 7). II W c)G� 9 o \ -1 sHr. 4 o� JLJ�u c� �` \ �, O 'yG, \ 9�CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 332 (SEE 8). o1 1 \ W BOJ \\ k \ ' ? RECORD RAWING \ CONSTRUCT P.C.C. COLLAR PER A.P.W.A. STD. PLAN 380-2 (SEE SHT 8). Qi) 1 CONSTRUCT BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHT 2. o 0) THESE RECORD DRAWINGS HAVE\BEEN PREPARED, IN � _ a; ,; PART, ON THE BASIS OF INFORMATIbN COMPILED AND I 1�--CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2 (SEE SHT 8). o) +� OinOco 9� + V FURNISHED BY OTHERS. THE ENGINE WILL NOT BE BENCH MARK: 8-17 BAS/S OF BEAR/NGS: 1 CONSTRUCT C.S.P. INLET MODIFIED TYPE V SEE SHT 2 Q) j^ of I I I I I I I I .� / .i ,{` �- ( ) J \ ��� RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH CAL TRANS BENCHMARK 17. A — I �- —I-- II Z LAJ "� Q m U D \ \ \� \ HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS BRASS CAP /N THE CONCRETF BASE OF THE BRG. Noa9"59'31"E REMOVE EXIST 36" R.C.P. V rq SUMMIT A VENUE PER DWG. No. 3213 TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPT70N RCC. DWG. L YTLE CREEK DATE ENGR. CITY r A RESULT THEREOF. EE ��s'o7 - ROAD DATE SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. 1f.3 -d) THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE,� 343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. NO. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA AVE. ELEVA 7TON: 1428.609 Prepared Under The Supervision of : P P Q? E�SIgv PREPARED IN THE OFFICE OF ��°�\ L Iwq Fti MADOLE AND ASSOCIATES, INC. �sem?, w 3 No. 36637 c rn 760-A SOUTH ROCHESTER AVENUE x � ONTARIO, CA 91761 {r Exp: 06-30-06 PHONE (909) 937-9151 .� 9T C/ v i �� 1 FOFCA0 S �t Date D ZSAT vv RCE 36637 EXP. 6- 0- 6 WENDELL L. IWATSURU REMOVE EXIST. C.S.P. INLET. CITY OF FONTANA CALIFORNIA � J p (� N ? STORM DRAIN IMPROVMENT PLANS DRAWN er A L YTLE CREEK ROAD , MPSD LINE B5 FROM 87 +/ N/O SUMMIT AVE. T� 950' O UMMI T AVE. SCALE: AS SHOWN DESIGNED BY.• DATE. MARCH 2004 CHECKED BY. ,�,,``^^ 1 4 -� �� APPROVED B . �� -� -� DRAW1NG NO. 3670 3 8 A'1 14iq CITY ENGINEER R.C.E. 51152 DATE J \126-2010\storm\sd03.dwa. 10/25/2004 9:06:12 AM. Dawn. Dawn