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GENERA L NO TEiri
CITY OF RANCHO CUCAMONGA (Y CURS
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY Of RANCHO CUCAMONGA `� FOOTHILL 0-M BA$18 OP 861A RINGS
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -- CURRENT EDITION. 71 PROJECT SITE T°1 a °�"o, 'r De r atow�''�a cr 1�p A
bItMI ON A4#V REDIA/NB0pNf 4 PA
QI A14P�IN
CONTRACTOR SHALL 8E FAM/LIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS as of 7h[G1�UM7r REGI7RDE� 017UM7r SAN B190PR27nb
W - STAY IY WMA W USED AS D9 84S/J Of 74 bl�WW
STORM DRAIN AND SPEC/F/CATIONS AND APPLICABLE SUPPLEMENTS. IMPROVEMENT
��
a
PLANS
. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES,
ARROW ROUT'
FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR /N
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, a
OR PROTECTED /N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 26TH JERSEY aw Q
J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND LEGEND ABBREVIA TIONS HUM80L0
ST
SHALL 8E SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FAC/UT/ES RESULTING DIRECTLY OR 8TH£X/STING EDGE OF PAVEMENT
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. - - - - - TC TOP OF CURB
ARROW ROUIN -" - - - EXISTING CURB AND GUTTER BVC BEGINNING OF VERI7CAL CURVE o
4. A PERMIT SHALL 8E OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING o - _ � EVC END OF VERTICAL CURVE _ �
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA UTILITIES COMPANI R: - �- ~----A--- --_--- ==--_----'= EXISTING RIGHT OF WAY 6n� Sr12
EASEMENT OR RIGHT-OF-WAY. ____- _-_ _ ---- - _ - EP EDGE OF PAVEMENT
-- -- E EXISTING EDISON LINE
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT WA TER / SEWER: -- '-' ------ -' = ____-- PRC POINT OF REVERSE CURVE
1
ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT Of SUB-GRADE ELEVATION AND AT NOT CUCAMONGA VALLEY WATER DISTRICT I i G EXISTING GAS LINE BCR BEGINNING CURB RETURN
END CURB RETURN
MORE THAN 50 FOOT INTERVALS ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS 10440 ASHFORD STREET i T EXIS77NG TELEPHONE LINE
NEEDED AT WARPED OR VERT/CAL CURVE AREAS P.O. BOX 838 I I Srt RANCHO CUCAMONCA, CA 91729 FS FINISHED SURFACE FL FLOW LINE 4 ST
� EXISTING STORM DRAIN
6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL 8E
CONSTRUCTED PRIOR TO PAVINGPHON£.•(909) 987-2591 � I � W _ EXISTING WATER LINE PVC POLY VINYL CHLORIDE
. I FINISH GRA DE
7. COMPACT/0N TESTS OF EMB�WKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND I - _ it RW EXISTING RECLAIMED WATER LINE FG FGCURB AND GUTTER
ALL SUB-GRADES SHALL 8E PERFORMED AT NO COST TO INE CITY OF RANCHO CUCAMONGA. A WRITTEN ELECTRIC: - -_�L S EXISTING SEWER LINE SL STREET LIGHT
REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE C/TY ENGINEER FOR APPROVAL PRIOR SOUTHERN CALIFORNIA EDISON CO. I �0
I CENTER LINE R/W RIGHT OF WAY
TO THE PLACEMENT OF BASE MATERIALS AN%R SURFACING 7931 REDWOOD AVENUE I i ; �- P
F L
FONTA" CA 92336 4 f - - PROPOSED RIGHT OF WAY S/W SIDEWALK
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL 8E SUBMITTED TO THE CITY ENGINEER LISTING PHONE (909) 337-6221 I C8 CATCH BASIN
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT I I PROPOSED CURB AND GUTTER VIC/NI T Y MAP
EG EDGE OF GUTTER
PAVING � I ; r- _
PROPOSED EDGE OF PAVEMENT AC ASPHALT Nor TO SCALE
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY GAS. !I SOUTHERN 04L/FORNlA GAS CO. - -- - - - - - - PROPOSED EASEMENT CAB CRUSHED AGGREGATE BASE
� I t
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND 13523 12th STREET I LOC LENGTH OF CURVE
SAND EQUIVALENT OF AGGREGATE 34SE. CHINO, CA 91719I - PROPOSED STORM DRAIN POC POINT ON CURVE CONSTRUCTION NOTES.
10. PAVING SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE PHONE (909) 613-1531 I I S PROPOSED SEWER LINE INSTALL 66" R.C.P.
I 1 617 LF
( D-LOAD PER PLAN)
STRUCTURAL SECTIONS PRIOR TO CONSTRUCT/ON OF THE STRUCTURAL S£C170NS. � i� PROPOSED RECLAIMED WATER LINE
11. WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A RICKY MATERIAL, THE TELEPHONE. Q�•J W PROPOSED WATER LINE 2 INSTALL 30 R.C.P. ( D-LOAD PER PLAN) 45 LF
SUO-GRADE SHALL BE PREPARED
BREMOVING ALL
ALVOIDS OR DEPRESSIONS SHAL BEFI
EDWITH A FI E GRADE MATERIAS WHICH L B0VE THE O 0 VERIZON 3 INSTALL 48" R.C.P. ( D-LOAD PER PLAN) 1,126 LF
OFA QUALITY BETTER THAN 1400 E. PHILIPS BLVD. I I EXISTING FIRE HYDRANT
• INE NATIVE MATERIAL. POMONA, 04 91766 I
I 4 INSTALL 42" R.C.P. D-LOAD PER PLAN)
438 LF
I
12 /F THE ASPHALT CONCRETE /S TO 8£ PLACED ON SUB-GRAD£, A SOILS STERILANT REGISTERED 8Y THE PHONE (909) 469-6334 I PROPOSED FRE HYDRANTS I �_
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL 8E UNIFORMLY APPLIED AT THE MANUFACTURE'S I ! - i4� PROPOSED GATE VALVE 0 INSTALL ,36" R.C.P. ( D-LOAD PER PLAN) 248 LF
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PR/OR TO PAVING. O- INSTALL 24" R.C.P. ( 0-LOAD PER PLAN) 595 LF
I 6
13. ESTIMATE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. DEVELOPERS PROPOSED STREET LIGHT J "
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINA17ON OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A W/LLIAM LYON HOMES I1 -
7 INSTALL 18 R.C.P. ( D-LOAD PER PLAN) 196 LF
8/0. ANY ITEM Of WORK REQUIRED BY THESE PLANS WHICH /S NOT SPECIFICALLY LISTED /N THE ESTIMATE ` 4490 VON KARAM AINC.VENUE j I O8 INSTALL 72" R.C.P. ( D-LOAD PER PLAN) 570 LF
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK. NEWPORT BEACH, 04 92660 I I Q STORM DRAIN MANHOLE
14. STREET SIGNS PER CITY OF RANCHO CUCAMONCA STANDARD PLAN NUMBERS 401-A AND 401-8 SHALL BE (949) 833-3600 I I CONSTRUCT TRANSIT/ON STRUCTURE 1 PER CITY STD. NO. JJ4. 2 EA
CONSTRUCTED AT EACH INTERSECTION. ♦ PROPOSED STORM DRAIN CATCH BASIN
14 10 CONSTRUCT TRANSIT/ON STRUCTURE 3 PER CITY STD. 710. 3,36. 4 EA
�►�'� er
15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR INE CORRECTION ! -15 I i - 's'tC► 11
OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN CONTACT.• I I __' 8 1 _ _ _ _ _ 0 PROPOSED SEWER MANHOLE O--CONSTRUCT JUNCTION STRUCTURE 1 PER CITY STD. N0. 330. 3 EA
REVISIONS SHALL 8E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. RICK BROWN I 12 I W PROPOSED THRUST BLOCK PHONE (949) 476-3487 CONSTRUCT JUNCTION STRUCTURE 2 PER CITY STD. NO. 331. 3 EA
I I
16. WORK SITE AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, I I - - _ a PROPOSED REDUCER 13 CONSTRUCT JUNCTION STRUCTURE 4 PER C/jy STD, 710. 333: 2 EA
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. _ I ,
14 CONSTRUCT MANHOLE 1 PER CITY STD. N0. Pa 1 EA
17. NATIVE SOIL /S TO 8E SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. PROPOSED A/R RELEASE VALVE
CI VIL ENGINEER - r - - - 0_ PROPOSED BLOW-OFF 15 CONSTRUCT MANHOLE CONSTRUCT MANHOLE 2 PER CITY STD. 710. 319.3 PER CITY STD. NO. 320. 1 6 EA
18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PR/OR TO EXCAVATION. PHONE �
710. 1-800-227-2600. MADOL£ & ASSOCIATES, INC. III e 16 � EA
OF THE INLAND EMP/R£ I I I) �e I
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOW/NG: ING CIVIL ENGINEERS
4 . X WCONSTRUCT MANHOLE �t 4 PER CITY STD. NO 321. 3
AND LAND PLANNERS ('
A. 760-ASAN GA8RIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 ONrAR S. ROCHESTER AVE. I --
NOTE.- THE CONTRACTOR SHALL BE RESPONSIBLE fOR ALL J08 SITE CONDITIONS 18 CONSTRUCT CURB OPENING CATCH BAS/N PER CITY STO. NO. 300. 7 EA
MR. JAMES FRET ONTAR/0, 04 91781 I I �i ( IN ACCORDANCE WITH SECTION 7 Of THE STANDARD SPECIFICATIONS. THE (W & V PER PLAN)
FOR BASE LINE ROAD CONSTRUCTION CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND RESTORATION ®-- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 710. 30,3 1 EA
DAV/O JENK/NS I _. Of ALL PUBLIC AND PRIVATE EXISTING /MPROVEM£NTS OR FACILITIES AND PROVIDE (W & V PER PLAN}
(800) 48J-3000 PHONE (909) 937-9151 FOR PUBLIC ACCESS AND SAFETY /N ACCORDANCE WITH SECTION 7 Of THE 19 CONSTRUCT PIPE CLOSURE -TYPE "A" PER SAN BERNARD/N0 5 E•4
B. GENERAL TELEPHONE COMPANY __ _- _ -- - - STANDARD SPEC/F/CAHONS. COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176.
FOR UNDERGROUND SERVICE _ -- ?STJT BTREEf _ _ }-
20 CONSTRUCT CMP INLET AND RISER CONNEC77ON SHOWN ON CITY 1 FA
C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOIL S ENGINEER I ( STD. PLAN NO. 311 (MODIFIED). SE£ DETAIL 8A ON SHr 8.
1981 W. LUGONIA AVENUE
REDLANDS, CA 92373 PETRA GEOTECHNICAL, INC. I
41640 CORNING PLACE 21 CUT END OF EXISTING R.C.P. & REMOVE INTERFERING EXISTING 1 LS
� ( PIPE & STRUCTURES
104400 ASHFORD STREET
0. COCA VALLEY WATER DISTRICT (909) 987-2591 SUITE 107
MURR/ETA, C4 92562 '� I 22 CONST. 6'X3' RC8 PER CALTRANS STD. PLAN 080 (1992) NOTE J9. 79 LF
AS _ gyp, I
REDLANDS, CA 92373 CONTACT JIM LARW000 CONSTRUCT PIPE INLET TYPE GMP PER CALTRANS STO. PLAN 075 1 EA
E. METROPOLITAN WATER DISTRICT (909) 593-7474 PHONE (909) 600-9271 _ I 24 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STO. NO. 307. 4 EA
TYPE C2-AR=4040 A.C. FINISH SURFACE TO PLACED No SOONER
700 N. MOR£NO AVENUE - - - __ - - _ -I - THAN 14 DAYS NOR LATER ThW ss 0" AFTER 83ASE PAYINQ�
LA �-- CONSTRUCT LOCAL DEPRESS/ON AT CATCH BASIN MODIFIED CITY 1 F1�
VERNE, CA 91730 REFERENCE RI PORT: I - -?4TK - -9TR�BT`-`- -' - -" - -" TYPE e_;,R-�0 A.C. g� TO tic PLACED WITHIN STD. NO. 307 WITH AC. BERM AND CONCRETE CHANNEL TRANSITION.
J.N. 202-04 L' £ "B" I ( SEE NOTE 7 72 H%AS AFTER CONSOLIDATION Of 6ACKFILL
F. SOUTHERN CAt/FORNIA EDISON COMPANY (800) 655-4555
JUNE 24, 2004 LINE "A" OUTT JOIN v 25 CONSTRUCT SIDE INLET WITH MONOLITHIC CATCH BASIN CONNECRoN 2 EA
I � � 3 T »• , 3WrMIN t. c 4� N A . PER CITY STD. 710. 308.
7951 REDWOOD AVENUE i I I I Ti +a ,REcEu ►� EmAN
F NTANA, CA 92336 .. : . ............... .... ...... 26 TRENCH REPAIR PER CITY STD. PLAN 120, DETAIL HEREON.
33,339 SF
l� I �yF I / / t IM." f� tr // / (MINIMUM STRUCTURAL SECTION Of 3" A.C. OVER 4 A bQ
G PACIFIC TELEPHONE COMPANY +. ,. . `C
(714) 999-5639 � l (I I I I I I � �, f �r��s�, SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT
�' 5,802 SF
19. INE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT 8E PLACED UNTIL 5 t �� c EE c t 959 ,:ELnTn� �` TO MATCH EXISTING AC PAVEMENT
I I ( COMPACTION! WIN. � � o 0 0
ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE � _ � $ , 0 28 RELOCATE EXIST. SEWER & WATER SERV/CES AS NECESSARY PER CITY 6 EA.
IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND _ = �-_-�- - j W ° d,r ° STD. DWG 710. 338 AND C.V.W.D. STD. DWG. NOS 102 & 102A
ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFAC17ON OF THE CITY ENGINEER. I'll
20. ON THE INT = - MRSA-UNE 58 HUMS® DZ- II I - AVENUE MSO LINE' SB 909 RELATIVE ',► •' ��•''
INTERIOR STREETS WHERE SIDEWALK /S ADJACENT TO THE CURB, INE INSTALLATION OF STREET i COMPACTKW MIN. . CRIJSHED AGGREGATE BAst IN TRENCHES �9 -ADUUST MANHOLE R/M TO GRADE 9 FA,
LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. L.. � .� II" 1 L. _ '` f �'�; LESS nIAN too• IN LENGTH. SEE NOTE /�.
�• � -- -- -- - -- ---- -- -- - , � •---t �0-- RECONSTRUCT CROSS GUTTER PER CITY STD. 710. 106-A. 613 SF
21. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION J06-1.2 OF THE STANDARD SPECIFICATIONS. INDEX MAP
SCALE 1=200'
BEDOW 3 SHAOINO PER UTIUTY
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS INVOLVED. 2ND RE IRE
E.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON MESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE SHEET INDEX :C�, . , AS PER OWro. NO 341
BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONS181UTY FOR THE UTILITY PIPES, SHEET DESCRIPTION NdT> $; 4
CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON (NESE DRAWINGS. 1 TITLE SHEET 1. AM trenches too• in length or longer shod be bockfilted and Consolidated per
DESCRIPTIONSections 304-1.3.1 thru 306-1.3.4 of the Stondord Specifications. (? REVISION DATE APPROVED
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCnON OF 2 HUA48OLOT AVENUE
THIS PROJECT• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS, AND 3 CENTER AVENUE 2. spread Boxes mor.be employed for trench povirq jobs less than 500 rue ft. CITY
( �� t
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LMB/CITY, R64L OR ALLEGED, IN 3. AN joints shod be vertkd butt joints; lop or feathered joints ori not acceptable. 0 RANCHO C U C A M 0 N G A
CONNECTION WITH THE PERFORMANCE OF WORK ON MIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 4 HUMBOLDT AVENUE
5 MARINE AVENUE 4. Unless otherwise instructed D the Cita Engineer. trench patch shod be straight grade
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. across width, and shots not bre crowned of tenter.
/T /S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENG/NEER OF ANY DISCREPANCIES. BEGINNING Of WORK MEANS ACCEPTANCE OF CONDITIONS. 6 SICILIAN DRIVE S. Prior to'plocembnt.of A.C., pavement edge shod be tut to o clew vertical and STORM DRAIN IMPROVEMENT PLAN
CONTRACTOR SHALL COMPLY WITH ALL N.P.O.E.S REQUIREMENTS. 7 26th STREET straight edge with tock coot on face of cut. TRA C T 1738
6. The entire traveled lone, 1Y min.. sholl be overl4Yed with .10' min. C2-AR-4000 A.C.
8 DETAIL SHEET U%!ha sel► openBARE
ed povny mochine ( R (MEN, BIAW KNOX or equal) for ad
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, U77U7Y BOXES AND LIDS, ETC. trenches 5. a length or` forger. r/ SH ET
R7. Permonent A.C. patch. whrcb omwmurn 0.2Y thick or 010• thicker than exlsGng - whkheva
is gre°ter - os diredtd by tM ter in'the 581&
:
EXISTING SURVEY MONUMENTA TION CIVIL ENG/NEER CONTACT PERSONAPPROVED BY: DAT • �
Underground Service Alert •.
9 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD Y MADOLE AND ASSOCIATES, INC. CITY .OF RANCHO, CUAMONGA, CALIFORNIA Q ' V CITY ENGINEER RCE: 24153
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY APPRpVED >rn RE N
CALL EXIST /N THE FIELD ARE SHOWN ON THES P a h9� 1 T STANDARD PIAN ��Gy2 DESIGN E DED
E LAWS AND ARE DESCRIBED AS FOLLOWS: a 455 AUTO CENTER DINE � � TRENCH REPAIR � .��, ..
No. 36637 c m WU0
120 � (MADOU1455 AUTO CENTER DRIVE '
TOLL FREE No. 7f13O sU�r£ 2ao W CITY DATE USE WIM STANDARD SPECIFICATION FOR Pt►9UG,WORKS CONSTRUCTION � Exp: 08-30-08 � SUITE 20°
..-$QO WERE AR£ NO SURVEY MONUMENTS OF RE ORD THAT COULD 8E DISTURBED 8Y 1N/S PROJECT. Exp: 12-3t-loos ONTARIO, (NA. 91761 a R.t.t X493 t SHEET t Ort �� \� DRAWN a ONTARIO,9 799151 SHEET
227--2600 �� P
PHONE. (909) 937-915! �T c,v►�- DM rng, erin�to un'tic,t`or Li www.madoteirwxom
�'A�,
FAX. (909) 937-9152 fo>z•0 �4�¢ 1 1 OF-A-
OA TED. � - CONTACT PERSON. DAVID JENKINS CHECKED �` RCE No 36637 bRAWING 710.
TWO WORKING DAYS BEFORE YOU DIG ANTHONY HAPO L.S. NO. 7635
WU OAT FILE No :D
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the Engineer. g"X IIA"X"p' g• P,ANS MPAOYAL OAr[ EXISTING AC PAVEMENT. c� SrA>F Q`ca °R"K WAS"s�° `s"rE a+srs L"T"E BEART"�
Opantng may be cost is pipe. ) * r...� • 9 25 CONSTRUCT SIDE INLET WITH MONOLITHIC CATCH BASIN CONNECTION FOR ars SUR"..
DIG■ 42"e I r o e, _d with �lg lisle �,r n `�O,J� 27 1b`6t,)�
T_-�,, T , Tach weld 18 oe � �o�
-2a"opening _ I al ilaT ck w treated __ _ 'L cp ( I J PER CITY STD. NO. 308. '
" ti I chats to tty and 13rackxtu4�ged Ctrs Max INDICATES TRENCH REPAIR 26 TRENCH REPAIR PER CITY STD. PLAN 120, DETAIL ON SHT 1. STORM DRAIN LINE 5' r
I r
covet Nuts 10) !' j�
_ ��� o shot€s»in bracket and (MINIMUM STRUCTURAL SECT/ON OF 3" A.C. OVER 4" A.B.) (SEE PLAN FOR (TYP.)
F L"J �°1 T ' I/2"eXll' l'-4'� roll for r/z bolts j
r min. 4 GENERAL NOTES \ PIPE SIZE)
(isnot - 20d 9a1v nails , / Uq•t eclsered "'„ „ - •- I is b RELOCATE WATER LINE
�p. crn a on the ,/ DETAIL F - I. Ladders and Slops-None required where"N"is less than 3o TO GO UNDER STORM DRAiN O MATCH
EXISTING AC PAVEMENT AND RECONSTRUCT
1 hate in C ,phce ' A cover common fo d • e \ TO MATCH EXISTING AC PAVEMENT
Place i o(rare a( SEE - u erstde GSP and conn pipe 2-hares slotted inches.Where"t1 Is 30 inchgs or Irac ,['sial steps'yr(odder
pip*s , s/nx I•fa wrth lowest rung nut mors than I I he bove Ifie floor RELOCATE WATER LINE r SEE DETA/L A
grate wig be parallel with - 3"x 4�"twrs * ..11. X 6'R SEE „ , e and highest rung not more than R inches WOW tOP of inlet. UNDER STORM DRAIN S -ADJUST MANHOLE RIM TO GRADE. +
mals surface flow 2'T Redwood top OETAk-F +39' ,�E Redwood Gov on end of eyebolt r d 1r Bolts The Istance between steps or rungs shat not exceed i2
yP Type 36R trot. I�• 1- i7E7AtL"G -T =
�'� inches and shah be uniform throughout the lensthof the SEE DETA/L 'A" AT RIGHT- a. x
ED7
"GoR 8 1 a wall.Pince steps or ladder in the wall Without on opening. , NOTE.• AC.B. LOCAL DEP. SHALLWeld- `Pton Eyebolts w/washers �' d 2, Ladder fngy be constructed in one length of� ; CL CENTER AVENUE' BE MODIFIED CONST. oIk Seat � t tSectiosig4 1 * controctors option on RC P Riser. �-e for J� ScsNate ti) orlar Jfu bottom deeps) t�af//4 keaFtre ed 2I� x�g ogse" g• On C S P Riser ■ P J of 27 � � WELD ELBOW
ails Continuous inlet t TYPE OCPorOCPISea Notes) chuin(Ses Note 10 Roils - - for a" joint can compresenn�yt (odder splice talo�o / \ ,O\ l �
rY P w '¢ t! sous A I 18 " TYP
WATER MA/N; SEE
-0r Weld ,
r PLAN FOR PIPE SIZE.
� 91 �' �. O NEW 6 A.C. BERM ( )
fP1tce P1afe 4 Ladders lice fate to be connected with Vill bait. O l ��' --- ----- ------SHALL BE—CONST AS
Field Joint ° R k -
u r1•:. WITH STEEL C _ 2Nz"x3/�'xd lo" h o nuts. --- - - ---- -- - - - X MODIFICATION.
r,. :; •• :�.:: .+''.i H nletpipeseshot, not protrude - ,V - --- - - - - ry - -- OD/FIC
7 EL DETAII.
• s� ..�..:�. •:::,.'•::'r°'s A _ � I " 3 a i into basin. ° 1� - - DETA/L 'PA
'o�� 4-0 alta Doss Ft !a�x f5 bent o -_ _- -_
------RE-CONSTRUCT -GUTTER. _ _ - � �� - i" � _ _._ t'� _ .._..._.-.Y. _ ._... � �_ -_ ,'V --- - - - -= <�---- -_ IN
D" i 't l6 'of 34x� V4'Checked R us shown 8„ Except for Iniets used for lunotion boxes,basin VV r
-- -
3oinloCs.. SECTION A-A_ + 3i'►Stedrungsi4Qly. t[oorssttoilhays a mtntmurnslo sof t2.3iro,n Eli G`l1V$>� 0. Tlj6-d a� RE-CONSTRUCT X-GUTTER (TYPICAL WATER�STORM DRAIN UNDERCROSSING DETAIL)
TYPE GMP SECTION 0-8 .• s, , ;; :,>•,;' 3 all directions toward outlet pipe, and a
i 1: I .,. •,..r: i s /gtt3ott (Se Notirunnd7) wood trowel finish. (n �� F v I /� -3 PER CITY STD. N0. 106-A �SAWCUT LiN£
TYPE OCP'or OCPI (Sea Note 91 t/4�`hole ` ,.:�. > . _; j: „ N�
3„»3^.3T•■ � IVZ f,.•: •rr,�. '•,•;,,_ I otos or Steel rungs •t Galvanising:See Standard Specifications a ..� _ /� � � - - -
r IA pipe (See Nofe 13 - � <` !� W
t �"x2t�"x WITHi REDWOOD COVER ':i� i i:.. " ».:•f ( " Special Provlstons. t� �iy J < 6}� � F 11 � �- �� l� R W
_, 8 See Slandord Pions D77A and D7TB B for CL HUMBOLDT AVENUE0� D:� 27
u rack Weld al +: R.washer
I Cast I0x2 Type 36R Grata �' �.r. :, '�� Grote snit frame Oefaiis and Weights of _
/9 points or better 0 q slot in Ips S •.• _- ;, ..K''. steel. -
Po o p �quoredend ..•••. ;,r}- .l Miscellaneous trop and "O
a nt PToce so(arae of ,l N .�: - �� �� :- � -�. �-��' -:-_-' :�. _.�' - �>� ��� l� 2.5'
to C.$? 2 PIS -t
ale ;III be parallel
g� SECTION E-E - 9 Designation of Type OGPI or 4MP1 Pipe Inlets 1"
E
J y � � 5.5
vrlth rrioin surfoce fTavr �--3-0 � � 'Z - on tans indicates Trash docks are to be furnished D
{wee Section 8-8 P
„ e an4 installed on all side openings. ',' , C� EXIST
` UPPER PARr og for bottom design) • , MEET
• DETAIL G � '
LADDER DETAIL -
., ._ 10 Chain to be provided when specified. �
r
c c GROUND
ACTION i3-8 0-138 c.s.R(user
• Sae Note 1, 2, 3 and 4 11. Calk Soo[ with pliable mixture of sand, porCand
,
TYPE GCP Wefd 0,064 Gala Steel cement, and ernuislfled as halt (Mixture oT fo %x 0� ,x�6 Q CONST 3" TH/CK A.C.
2 Re 4
a J Wit ttond cement 3-5 parls -and, and - �f 'C'
Rive►s,S (Weld WITH GRATE " 3" Plate Reinforcement q y ,r �� ' J A EXIST.
or Tack Weld of Ve I�/2 purls S31 emulsiflad asphalt.
R/M
SECTION �-H - .. w � ' '6 CFA $£R,M � ' . .�` ___ __� - '� � �-- � AC PVMT � z S.O�L �,�
Ints or better V"ix3" " -- Drl I or cast holes t suit ?/4 4S1ed step,goly. Vt IV2 x IVa - --- - _ GROUND
IF; " Wetd0.f49 Th1ck � an� rout sfe in lace , _ ,� � . :_. , ,: ,� 1 - -� - - , ` Rte C� ��5� - - � _ � FL ,� I
,l 14.00 I
_ I• `3}'ag Note n angle Steel 010 Cave 9 D P {S�a t3oiea l and 7) • _ , 9 p,•G\� j S 1
'`;EE '� F-1 c a _ . Var 0.1'in shoulder bcatlon or ►Steel step (�876/0) I _ 1 J \
DETAIL"B" 1 Jit4j'x2"' V4 t2 eckered tt! _ -
SEE - `11 _ - - !� (Sem to I) ire"!Nates for -' -
IT- Shoulder � � '--= -=� � / ��i/ , � � -
�' � � �.� ter-
DETAIL'A` T _ Step
36• C.S.P. 010911 Thick -i ifs' _ V d G G
��. 2 Bolls � �
(Se Section i Nl h D �.-�.... r..__ " �' -F s �h G G V� 1� \. 1� \ r�G E* `- 11.36
L /� far bottom destgn) I!" b -----ss o G h 1 Q EXIST. NANNEL
" Conllnuous Weld Tockwald cul tete of C,SJ'. " Nofe.Golvgnize offer (r 6 \, \ F TC
SECTION C-C Tack vretd It! of U4" . around 361w C.3 p step
S/9 hot � � 11 � h 6 � � � � � D
heat•treated crinin .P. riser To provide T 0 toDrtcahon.{,es of � p,. \ � \A• 6 G �h �F 1 1� \ 6 1 G � r INV I
T, SJ double thickness and addillond osis 2 WWI) \ �, \ G 1j 6 � h' � \ °j _
�2 To SUI( step t,, a 26 5 \ >. \ h \ 1c
TYPE OM P or OMPI (See Note 9 to frame snit cocrer �;; �; _� -g support undo( ring snit gaols.
{See Note b) _ , PPI wa f ?tole oA _9 \ ( t` �� \ I 6F \ \ \ 1, in \ -
„ " ,• F \ \� I RELOCATE EXIST, A h _ _
WIYH STEED.COVER + •• ,�?= 2V2 >< A'a X I o f2�ii D� - --- _ _ _ - -
�a Rivefs,SpotWeldor -g-■` m \ �� _� \ � _ \- - - - GAS LINE i -\-r I 1 lg,r R C p
F rack Mteld >t u8 points or butter p meters --A.C.Dike „A "i y \ iT I - 7T _ - - T -7 C NST./
`� T AC Dri11 1 holes in XPi cast or drill I boles in - - - \ \
Q .d
\/ �/ TR NS
DE
A SECTION G-� ccpp " cans pipe for l!2 mach. bona,cut washers. RELOCATE WATER LINE \ Y r /'� Cl� NEL a
Rike Finish Shoulder Line
t het' f!2'R » " Welded -� 7 :, 7 UNDER STORM DRAiN
1/a•Checkered it Slot3/a x?I14- Plate = - DETAILS OF TRASH RACK \ I I I
Cover , - SFE DETAIL "A" AT RIGHT J?E VE �'�
,r z 2,12 - _ FOR PUMPING INSTALLATIONS - - - - - - - - - - - - - - - -I- - - - - - - = I
EXIST. CHANNEL 7.5'
_ .+ -_s�^Rive Sot weld or Y• - - USE 1Ni ET TYPE OCPI or OMPI GRADE SLOPE ® 2:1 1
s, p G CATCH BASIN#1 CA TCN BASIN#2 0 0 m SIDE OPENING rn 2
C, VMcl7�1a s _ Tack Weld of T •� fry :i
hates in angle -_ t/e points or better p;pe It'oer MEET EXIST. GROUND 6 /N C.8.
cMP� SECTION F-F Sete
• R.C.P. RiSE C.s.P RiSER LOCAL DEPRESSION CASE BI DETAIL o w 'y
R3"■1^x3;s., on Diameter Bosi STATE of tAIYURMA SCALE: 1"_10' �li ~ Z 6 FL CHANNEL 14.57
1-3"»21111'"■318" F Modified 36ft DEPARTMENT OF TRANSPORTATION 12.57
DETAIL
8 TYPE ODI BASE DE IL L FOR ar 36R x Grat STEP DETAIL o o rc SECTION 1gB-8B
PIPE RISER_ CONNECTION PIPE INLET NTS
"TYPE 0DI_ No SCALL: D75
DIST GtAntTa HtJ[IiL ioT .Ear.- SITS 1p6 O \1 ��\� (A) CONST. 6" THICK CONC. TRANS.
SF'Ail_ tFfi 4 a a T -- - s - '� J
- _� _ �-. : . � � (B) PLACE , 10x10 ® 6x6" WWM
----NEIGift of 2 3 4 2 3_- _-4 _wS- 3 4 -s --6--_-3M _4- ..ls-- -a-- 1� 4 _ s s T a F� MARINE F5 AVENUE �QI I
staxir I arta co or�t to ao to zo to 20 b 20_ to ao to 20 to _2 Io 20 �� 24 tg zo ►a 20 to to ro_ 20 a 20 5 zo ro zo to 0 00 20 to oto y ' I MID. THICKNESS.
Aoof Gni#it T T• T. U. 1 r t 7t 7tl 0/ -a 9 a a S a 9 a 9 a 9 9 9 9Tr 9 9 B t e toe a HfWSTn+t cv+t ►. CHANNEL BOTTOM (C) SIDE SLOPES VAR. AND MEET T.C.
wait, __1 - - - T fi 6, -6, s�:,6.�•t 6 :L j. s t 6 t a a t s T e 9 x a t 6 T a ' a, : 1 I .a*u�aci2x6" REDWOOD I 18" 0 FACE OF C.8. TOP OF CHANNEL AND TOP OF C.8.
I_nvert_ _ _ ) OnahT 6 e. 6 5 6J 6 1 6 .1. 6 to :L e• .t r a 1 a 9 e 9 11 9 IS 4 I! B 10 a Ia e ro a- t0 Jul"11.
1 1992 asset HEADER
9 cY�_ 4nct1} 1 1 t T. T. t o 6 9 5� 8 5 B STl 7 S 7 :'lam 7 S 7 2 fi 5 ti 6 5 6 5 S ti 4 S B APPnr1Y OA7 , A y4 ,
a" r . stzs 9or.e a e e e. 6- -t .e' T- e.. 1•. 6 :.1 8" t a6 -1 6 7 a I. t 6 1 t t' 7 i ,1 t t t 1 t T t �� _l ,, cvt FINISH SURFACE EXIST. GROUND I I SECTITS
ON �C
4 4 .4 S- S•� 4 �4- A, .'41.<S`•S -•.b =-6, 4 : ;4. S ,-S d 6 •6 .�---4 S S a• `6. 6 e 6. 6 a 1
Conrxete• /LF 1.1 t.4 9.4 a.4 .� toJ a 9 9.2 b,b ID: 11,4 i2.0 t2: 13.T !kT 3 ti:T 14:2 14.2 IS.9 IS.9 re.3 ,},T 14,9 �la,e teJ Ia.s MJF110 20.723. 16.4 19.4 tt.9 211 i9.5 241 2tJ 26. 241 301 - �- -
R9fnforcement l8/(F 4S 49 50 5S 54 6T-,54 �0 5A 59. ;ki 92 IOS .�0. �. 8Z 96 91 120 t2?I tdA. �.}.;�� 'N)S -{ta 121 !� 130- 150 t9x; 27 �� atn i31' 199 t60 .215 1�2 25� -
"d"bora.for earth covars uD to art Inc►udfnq 1t)
Span 4' S• 6' T' 10' 12` 114-
14
4' ----- -- I
SPAN tFtf p 12 14 Number S 6 t a 9 I l _ -
tEiGiiT -- _alit S fZ
t a_ 9 10 .�i. t -1 9 - 10 ! Al2 t 9 9 ,t0 11 12 13 14 I I 3
_
;i,�xlr n ar oveir ilii �o zo I� 20 ,q �d IST •2 �3 t3 � t a 20 0 2 w-. 2 to z0 l0 .2 _ 20 Io 20 IQ ro to. 2 GALVANIZED 16D I PROTECT IN PLACE
Rood':yam% - p I r T 9 I 9 14 s (4 9 t 10 to (4 10 T7 1 !r Io-- a sv s al '•e to qe4 101 el b all l t 1 t1I. t I 1 tot to , t iI � EXIST. GUY W/RE
al e T : Orxiltl e e 9 .11 1 8 r :- 8 II I2 - .I 9 tz 9 I i3 `10' .I} 10 N� = 14 10 1 b 14 10 =1 t
�;s`loctns:.:_• I I I i2 1 . 1 i0 9 ;9 `� '-a' =to' -: to a tT s '� ��_9 2 x2 X 18" STAKE to ' 1
tie 8or�: . ::.. t. a a: :6r t t t_ 8 6 1 a 6 6 i- Lam' �'1 ( "r e�� I«.
ze or l T - 9- 17 y 6 f ti_ T T T t tnvort
"b" awnsian "i" a -iU-0 21-41 filt 2-ll 3-0 •--113-9 2 II 9 SII 'J-9 2-1 �� -9 �9 3_� -� 33-t 9 -1 - 4 / 4- 4- -4 4 4-4 - 3-8 4 a 3 e 4 e 3 e 4-a 4- 66-0 Eley
is mansion" 10 b 3 0 • 10 -to - - - -i 2 a- -2 -II -I t -tl -1I 4 -0 a-4 - - -0 6 0 0 - -0 4-5 6-0 Slope 4911 I VB
„o„ ze ar .'f 1 - - T 6 t t t t T T a - e �_ _
D mei>5 on"G"fFt i>Lii 3-4 - T 3 a 2 - r 4 B i-i 4-s -4 3-7 8 1 5-T a I Y-1 8 i 1 e 1 T - 8 f- -t 0 - b9 ID 10 - 8-1.1• �4 is-tt -4 i-41 4 -
.. sur 1 �. :s �- 4. •_; = r -i -� - g r REDWOOD HEADER DETAIL
Goncr�te CF/IJ< 215 8.0 23.D 29.5 2�.; 11A 2S. 341 2T. 3T. 321 4 a 8 31:T 29.3Al30.3 419 32,2 45:4 34.i 49 40.T 54:2 43.4 59.9 36 510 Jt.B J 39.5 54.9 E.5S. 4S. 641 49 6 . 5 .ti 7S.A 61.6 all. SLl?�'E� INYER T ��p -
Rehtforcemwtt l9JLf It 26T 23i 295 260 323 300 339 314 32T 160 3T7 i?5S 382 157 409 363 420 '102 413 41S 424 440 4T1 Abe S34 3T4 471. 449 522 446 S61 449 590 492 596 53T 60S Still 634 604 IS! Spon.S NTS --
�• Soo (tate e
Invert s slope 6! Slope 4 11 f / -
� � EXiST. METAL FENCE WITH
(avert 2 BARB WIRE STRANDS ON TOP
Sao Note 9 + £lav (avert � Eley
45 oto lap r �' Eley I �� 4 (POOR CONDITION, PROTECT /N PLACE)
il4 RC9 S! 3
'a" bard !- g" 1111 bars "o"bore _ t} !• k �� X -
."Mh itAsts I - t� ':b";bars t� �I % f0� ��9
Optional Const JtL •e r�bar i--
Sol slots - -� "."bars• - VLA r. Y INVERT TRAPEZOIDAL iNvER�
�' , 6"� See Note e -•..�.•• • ,
p G�
" ^a"6ars �' 3rYM�► fln4is ' - _ ;�, ALTERNATIVE INVERTS
-f ttonOlt"ast Jt 2
- „4 ""bac�t: . kZ .1__ i� sdi NOT E5 I I PROTECT /N PLACE Y
0.25 5,,;d burr. •� - ,1 _
p •l '
11 1or -�A ^ - 01•x!4 IVIS MCA Sae Heal S , �Sai NotO T RODE 5EGTtON I. For boxes with sport w.. height less trxrT aly of itloss shown In 1&1e• I EXIST PP
_ t ��
tl 4 f Nca.`` ; =�4 tatal3. SPANS- IO TTHRU 14'
_ use next greater size box concrete dimensions and rainforcement.
Soo Ho ` '' 4 qIa•� i -- 2 Woke necessary chan49s In-bar ttan9ths and du4ntltlos. ' %'
to T -�� "e"T Tor
45-. INYERE ShbLAR•
Ina fop bars - . CuontitTos are opproximate utd for design puposes oniy.
•/C e18 t Sae 1tots l I 1 `4 e is Ma'r "C J. For boxes with ,pits or height or cover 9r cater than those shovjn to
"cir 1 +j 8G0 " - - yP table&. spectaldesign t. requtrs¢ AGI - INLET DETA/L "8A"
AlfornotTvs 4. *it is pormtssubte. to eliminate the.180r hooks an every other bar.
Const it .� Const Jt Alfaroollve, r b` bars -- -- _
Cons► it - r S. "ar"burs aro of half.spocinq fspQns W-14•orJyb / x I " ,
'' a
" 6. "a"Dors ors o► riolf spocinq !s'p s 10'-14'oniyt. -- -
pc--�bar s • SCALE. 1 f 0
Sae tlote;4 Canal it t Q`� /
•."bars' ,4;. _ ;_l t, Provide paying notch whop top 1a exposed and when pavoment is RE!CONSTRUCT X-GUTTER
= ---s partlond tazz coricreta.art 0 Just quontittea.
•4 i� a f0 }dux • , . P; , „a„tars a. For dasTgn and detglts not Shown.see Standard Pion 1)82. I \PFR CITY STD. N0. 106-A 6
TyD ' 9. For exposed top•provide 14 41 Is each ray 12'lop ••o"bare or,full spare I \ 1h1 \\
t2 Y' Spon " and adjust.
g 1 , "•" are STATE OF.CALIFORNIA I \ I Q
��". ;1.� s '��°• �G �. '�
OEPARTMFItt OF TRANSF'�RTATtOH I \ ( ��
-
�t x.
TYPICAL SECTION- - 1 'I' y WALL ION CAST~1 N-PLACE _--_-
SPANS 10'.ITHM 14' REINFORCED-, G.O,NCpE9
SPANS �4' THRU 8' TYPICAL SECTION - SPANS 10THRU_ 14" SINGLE 13 0 X C 1J L• V E R T
_ _ - ,�sVs - DESCRIPTION of REVISION DATE APPROVED '
r
NO SCALE' -�p 8 0 - � ---- - - --
- of RANCHO CU CAM ON GA
�C�� CITY
HUMBOLDT L J 26 SAWCUT LiNE
13' 15.2' 9,9' AVENUE
w STORM DRAIN IMPROVEMENT PLANS
AC PAVEMENT
8 29
14.5
7 TC LOCAL DE T A IL S /EE T j
EPRESSIO �' -- ---- - /
_
-
ai
� I �IiII _:iI1 3II�I� IIT
/
i �fl 1< A E `�; .
�� t
APPROVED BY: DATE:-�.
C.B. 2 = . - gel Ina �/ l �J
QE��v CITY ENGINEER %1 ll�tf ��� > rr
- _-_ --- _ -- \ g• Q L l QC � i ...-i / /f�a/�r RCE: 24953
Underground Service Alert 8" WATER rips®�,�� - �Qwq��Gtiz
DESIGN RECOMMEHpEQ
Q\ w 3 No. 36637 c r*1 ,//
\ " -- \�Q/U-- c W Ll (NMADOLE 1455 AUTO CENTER DRIVE - .7 rr�
CALL V SEWER - _--_- _-_-_ ___ ___ --- ---- -- __ _ __ __ SUITE 200
TOLL FREE 30" S.D. r Exp: 06-30-08 • ONTARIO,CA 91761
66- S.D. 2" GAS LINE ( DRAWN , SHEET
--800RELOCATE PER UTILITY CONSULTANT � 909.937.9151 '
��9 C 1 V 1 k- ��� DM MC fn ' ee 'ng C m un es for Life www.madolelnc.com
8 $
TFOFCAL\FOS / ,y;, 'Ti r/ �40R•CE No 36637 DRAWING NOD.
227-2600
SECTION "X" CURB RETURN & CROSS GUTTER DETAIL CHECKED
TWO WORKING DAYS BEFORE YOU DIG SCALE. 1"=10' WLI DATE r 'SB� FILE No
NTS