HomeMy WebLinkAbout5117-1CITY OF FONTANA GENERAL NOTES
1 ALI. WORK SHAI.I. ]IF. IN ACCORDANiCE. WITH TIIIL%E PIANS, I'll F CITE' OF FONTANA STANDARD PLANS, THE
# CONTRA(T PROViSiONS AND TiiE STANDARD SPECIFICATIONS �'Olt PUi3LiC WORKS CONSTRUCTION C'C:RFEN'
UOOK") ALL REFERENCE SPECIFICATIONS ANI) STANDARDS SHALLL, BE THE I Amsm 1! DITION UNLESS
OTHERWISE N(YrED. '
I
2 1VflkN A TECHNICAL CONFLICT IS FOUND TO EXTS'T IN THE CONTRACC DOCUAH+ NTS TILT CANNOT BE
-,
RESOLVED BY RE;FRRE:NCKTO PRE(:ED NCE PROVISIONS iN THE "GREEN B(H)K", THE: CONTRACTOR SHALL
IMMEDIATELY RFPORT SAiD CONFLiCT TO THE CITY I:.NGINFER ro R RESOLUTION.
3 ALL MATERIALS AND b[1!"1'HODS ARE SUBJECT TO THE APPROVAL OF TIIE CiTY ENGIISf• FIL
4 CONSTRC(71TON PERMITS SHALL BE: OBTAINED FROA1 THE CITY OF MONTANA CONINIUNiTY DEVELOPI+WN'r
IMPARTMENT, ETGINEFRING DIVISION PRiOR TO THE START OF ANY WORK. INSPEC?ION COORIDINATiON
.SHALL HE REQUESTED AT LEAST1AV0 WORKING DAYS PRIOR TO TIIE START OF ANY WORK 1N PUBLIC
RIGI(T.OF.'VVAY %%'I TiLIN TiTF. ('ITY i.INIII'S. CALL(909)350-7610.
5 TiiE CONTRAC71'ORSHALL CONFORM TO ALL TRAFFIC CONTROi. POLICIFIS, METHODS AND PROCEDURES
DESCRIBER IN TiiF. STATE OF C.ii1FORN1IA MANUAL OF TRAFFIC CONTROLS, LATFST NON.mE:TRiC EDITIUI`'
IJNI,F'.SS OTHERWISE DIRECTED BY TI IF. CiTY TRAFFIC ENGINELM
6 ITSHALL RE TiiE RFtiP'ONSIBILITY O1: THE. CONTRACTOR TO NIAINTAIN SARR1CADIS, IMLINFATORS OR OT1II:R
TRAFFIC CONTROL DEVICES AT ALLITNIES.
7 THE: CONTRACTOR SHALL OIITALN A PF.RxiTr TO PERFORM EXCAV'ATHEN OR TRENCH WOkK FOR TRENCHFS 3
FEET OR GRFATER IN DL1vrI1 FRONI THE CA] .FF'ORNIA NTATE DiVISION OF INDU. I-RIAL SAFETY.
8 TIIE WALLS AND FACES OF AL1. EXCAVATIONS GREATER TiTAN FIVE (5) FEET 1N UE:P1`11 SHALL BE: GUARI)FD BY
2 e fi
g_.
-- _
VENUE
3 -
ti
HE'
--- �y SL-OCK-E.4 d= -
F.ON.TANA
CAtm 92.33
1z
SHORING, 81 AWING OFTHE GROUND OR OTHER APPROVTn NiT.ANS PIIRSUAN-T TO THE RI: UIREN-ILNIS OF THF.
DIVISION Or IItiDUSTRFAL SAFETY OF T[IF. S•rATE OE' CALIFORNIA. TRENCHES LESS THAN FiVE (S) FEET SHALL. I
ALSO BE GUARDED WHE IN THi? TIOTENTIAL EXISTS FOR GROUND MOVENII-.NT. _z EXIST /
9 c0P/_�`
EXIST I /
9 NO MATERIAL OR E:QUIPNIE'NT SiIAi.L iIE STORED IN THU PUBLIC RIGHT OF WAY Wrrtl0UT OBTAitiiNG A w n P� L � -
SEPARATE PERMIT FOR THAT PURPOSE. oI V v V v
V) z W m W m
MCC
10 TETE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT � �re) � '? � � Q � � o CO � N
SHALL BE THE RFtiPOItiSIIIILITY OF THE: CONTRACI*OR TO (DETERMINE, iN THE: FIELD, THE TRUE LOCATION AND N � + �� + 0 9 + U W p w + U � � + x
F1.1+:4'ATIOti OF,1<l1'Y F.7�'iSTih'G t1T11.fCIH:.i AND TO i•:k>:Iit7SF, PROPER PRECAt,TfiON TO A%OiD DAhiA(:ISTIII:RE"I'O. mm �n ,n x ao o w� I
TI W. CONTRACTOR STIALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS o � V) V)
� z J z 0 � 0 m 0 � _z � Q � z_ o
'� hoz
BEFORE R\CAVATIUN. w o v o N W N ' v W I
0CL
L
mss... � ..
VICINITY MAP
NOT TO SCALE
11 TALI: CONTRACTOR SILVLi, COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES IitiCLU:DING BUT NOT ' `1 `a N w � � � CONSTRUCTION NOTES'
LIMITED TO, GAS, T LEPHONF., ELECTRIC, CARLF. TELEVISION, LANDSCAPING. LANDSCAPE IRRIGATION, — -- — — — CLI — -- - -- , „SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE FULL DEPTH A.C.
DOMENTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY _ _ — _ — � �� "� — — — — -�.— =-� — — — �_ — — _ _ — — — — — _ _ _—' _ `J 0.1' MIN. AT JOIN, WIDTH PER PLAN
('OAIPAVTFS SlIALLBI; GiVF�:N TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. �= %m o -o . $ � �� } — — �— t � � )
N � M 22 SAWCUT AND REMOVE EXISTING CURB do GUTTER
it
12. THE CONTRA(77OR SHALL NOT OPERATE ANY FIRE: HYDRAVT OR WATER MAIN VALVES WITHOUT APPROPRIATE — — _ _ _ — —
A(;Ih4'V'AUTltORi7.ATTOh. COti'TRACTORS([�1LLCddKbilYA?E��'I'TEi1'LIE:APPROPRiATF��'ATI:RCOt1PAtiYFOR __�___-------- T______w —-__________-_______ __--------_---——�'------_ PROTECT IN PLACE
VALVE OPERATION AND WATER REQUIRF.AIF.NTS. - �"'� \EN w WwREN 61 W wa EN It we _� — 4 PROPOSED STREET LIGHT PER SEPARATE PLAN
13 CURVE DATA REFERS TO Tl[E FACE.OF Cl RB. �-*�—
\� / —� + 7
1 r 5�— PROPOSED WATER METER PER SEPARATE PLAN
14 IS All OING REFERSTO TIIF: CENTERLINE OF STREETS EXCEPT wiIERE O"rIIERWISE NOTED. (b r— PROPOSED DDC PER SEPARATE PLAN
CONSTRUCT MODIFIED DRIVEWAY
15 ADEQUATE CONSCRUC'['ION CONTROL STAKES SHALL BESET BY THE ENGTNEFU TO FNABLE THE CONTRACTOR
7�— ' PER DETAIL ON SHEET 2 AND CITY STD. 1001
TO CONS'IRU(7f THE WORK TU THE I'I.AN GRADES. THF CONTRACTOR SHALL BE RESPONSIBLE FOR THE H M OCK AV NU
� tS r— CONSTRUCT 5' WIDE SIDEWALK ER CITY STD. 1006
PRESERVATION( OF BE NCHNIARKS AND CONS"rR[.'C'TION CONTROL STAKING DURING CONSTRUCTION. �)
16 1'HE COINIRACrOR SiLtil. 0.17 DISTURB FXISTIN(: SUR�'FY NIONU�IF.VTS, M(D\(�A1>a\"i TIES QR BENCH MARKS*
CONSTRUCT SIDEWALK AROUND UCTIONS PER DETAIL ON SHEET 2
WITHOUT PRiOR NOTIFICATION TO THE CITY ENGINEER. = � # �: ;r T - 1�T `� _ Y �� � �.�...►T 10 REMOVE EXISTING
17 REMOVAL AND REPLACEAF E N'T OF EXI.VfING SURViWCON7ROI., INCLUDING SURVEY N-IONIINiENTS,II0N[11IENT
TIF_S AND BF:NCIi HARKS, SHALL BE DONE BY A REGISTERED CIViL F.NGM-F :R OR LICFNSF.0 LAND SURVEYOR.
SIiRVTY %IONUXIENTS THAI' WILL BE DESTROYED AN A RESULT OF THIS COIMS I'RUC ION SHALL BE REP1.ACEL).
TIIE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRICTION SO THAT TiES TO
NIONUMEV7'S CAN BF 1:STABLISHED FOR I.ATFR REPI.A(TMENT OF Tiil, Il ON(. HENT.
18 T11F, C0N1RAC"1'0R 41IALL NIA1NrAIN ACCE.4S FOR LOCAL it1:.tiIDCti Ty AND BUSINESSES AT ALL TINFFS. A
N11NMIL11112 FOOT LANE SHALL Ill: NIAINTAINE:D ATALLTINIF..S IN THE CONSoTRU(TiO.N AREA FOR RUSInF.N'TS
AND 1:N1F:R[:1'~V(:Yti'FIIi(=I.1:5.
19 THF, CONTRAC COR SILALL PROV IDE AAD NiAuxul.N AN E:FFE:(71V'E MEANS OF DUST CO`'TROL, i,CLUDING
ADEQUATi? W.VrFRING, AT ALLTINIES.
20 A1.L GRADING OPERATIONS SHA1.1. BE DISCONTINUED W111',N SUSTAINED WIND V'ELOCITIE'S EXCEED 25 NLII.E.S
PLRILOL;R.
21 THE CONTRACTOR SHALL NOT CAUSF. ANY F.X(:,1V'ATFD MATF.RiAi, MITI), SN T OR DVBRrS TO m. 1)1:POSi7u)
ONTO Pl ELIC OR PRIVATE PROPERTY ADJA(TN'T TO TIIF. RlGITI' OF wAv I)U1t646 CONSTRUCTION 1V YI')10LrI'
PRIOR WRITTEN APPROVAL.
22 NO TRENCH RACKFill. SHALL I A KE PLACE WITHOUT PRIOR APPROVAL OF THECITY INSPECTOR.
23 A (:E:O'T1:CHNICAL ENGINEER SHALi. CERTIFY AIl. BACKFILL. COMPACTION. FAILURE TO OJITAIN THE
REQUIRED DFitiSITY SHAi.i. RFQL"1RE RE: -WORKING 01' TIIAT PORTION 01-TIIE WORK uN"TII.TIIi: SFE'CIYIFD
Dl;mrrY IS OBTAINED.
24 CARE SHOULD I;E: TAKEN 1*0 PREVENT' TRADES. DITCHES, AND SV4AL S FROM t:NDGRAIINING STREET
INEPROV'LIMENTS. UPON INS PE mm OF'riILsrfi,,71iF. CITY ENGINEER MAY RFQ11IRE TR.N-11'0RARY
NUN-FRC)DEAIILE SFi ALLS EYTERIhG OR LEAVING iMPRUVF.NiENTS.
25 THE FINAL. LOCATION AflNi) WMTiF OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AI'D.SHALL CONF'O"l TO THE: CITY OF FON'1'ANA 911AYDARD DETAILS.
26 All. FAPOSED CONCRETE SURFACES SIIALL CONFORN-I IN GRADE, COLOR AND FiNiSH TO MATCH EXISTING
CO N CRF.TF. -
21 THE Sl:Wr,.R Ctri TRACTOR SHALL STANIP AN "S" IN TiIF. FA(E OF TIIE Ci1RlZ AT TIIE LOCATION OF THE SF'VV'ER
IATFIL�IL.
28 NO CONCRETE SHALL BE. PI.A(:FD [:NTLI. THE FORMS ANI) k rh'FORCiNG STEEL HAVE BEEN PLACED, INSPE(."FED
AND APPRONT.D.
23 AL1. UNDERGROUND UTILITiF.S SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
33 . APPROVED SOIL STl•:WI ANT IS REQUIREll UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO I'LACEA1E�M1'1'.
31 PAVENIF.NT STRCCTI'RAI, SF('Ti[)1tiS SIiOVV'` ARF, hiiYlNiL11i AND S[TILJF.('T TO RFVTSIU\ AND APPROVAL OF TILE
CITY EN(:iNEF.R AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLE;TtON OF ROUGH GRADiNG.
32 ACTUAL TIIICKNF..SS OF A.C: PAVEMENT AND/UR BASF. COURSE MATERIAL FOR STRUt'I'URAL .%T`RE E`r SECTIONS
SHALI. BE RECOMMENDED BY A GLO'IECHNICAI, REPORT AND SUHMI TED TO THE (.'ITV OF FONTANA FOR
APPROVAL. UPON CON1PLLIION (W ROUCH GRADING.
33 ALL NiA[\iI( LE.S, CI.FAItiOU'1' FRAM11S, COVERN AND V'ALV'E: BOXES SHALL. HE RAISED TO FINiSiiED GRADE BYTiIE
PAVING G COANTRAC"TOR UPON CO_MPI.F.T1()N OF PAV'IN'G.
34 UPON) COINlYLET1ON Or CONSTRUCTION, CONTRACTOR SHALL RESTORE Ali. SIG LNG, STRIPING, BARRICADES,
AND OTHERTRAFNIC CONTROL DEV'ICF_S TO TiIE SATISFACTTION OF TIFF. CiTY TRAFFIC ENGIN1:1:1t.
355 CONTRACTOR SHALL RELOCATE A1'D/OR RE PI ACE I.ANDSCAPINU, SPRiNKL.ERS AND SIDEWALKS WAi KS A17FFC'rE0 BY
THE C'ONtiTRUC?ION TO TIIt; SATISFA(7. 1ON OF Trw (TiTY FNGThF.F.lt.
38 AS-BUIT.1 URAWLNGS SHALL BE PROVIDED DY 11LF. CONTRA1 1'OR T()'T11F. fN(:INF.ER OF RF.00RT),VVi10S11ALL
PROVIDE: RECORD DRAWINGS TO THE CITY ENGiNE'RR.
BASIS OF BEARINGS• BENCH - MARK•
BM ID NO.: 517
THE BEARING NORTH 00' 13' 47' EAST OF - � Nwµwwwvw�
THE CENTERLINE OF HEMLOCK AVENUE AS DATE:: 4 •
SHOWN ON A MAP FILED IN BOOK 101 PAGE ELEVATION: 981.36 FEET
14 OF RECORDS OF SURVEY, RECORDS OF SAN DIAL
BERNARDINO COUNTY, WAS USED AS THE DESCRIPTION: PK NAIL IN POLE 35739E NW ]BEFORE
BASIS OF BEARINGS FOR THIS SURVEY. CORNER REDWOOD�c SANTA ANA YOU DIG �
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Toil
HE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
UMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY
AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR
ENGINEER.
EXISTING UNDERGROUND STRUCTURES=
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBUC RECORDS, ARE
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LLABIUTY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBUC RECORDS, OR
THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTIUTIES STRUCTURES CONCERNED BEFORE STARTING WORK.
NOTICE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
7
REV. REVISION DESCRIPTION
iQ
R/W
ARCH.
T.C.
F.L
F.S.
T.S.
H.P.
F.F.
R.D.
R.C.P.
INV.
S =
F.G.
S.D.
T.R.
ST.LT.
G.B.
H.P.
H
C.F.
B.W.
LS.
A.B.
P.V.C.
C.I.P.
F.H.
P.P.
SHEET INDEX
1 TITLE SHEEP
2 DETAILS
3 HEMLOCK PLAN AND PROFILE
QUANTITY=
367 SF
486 LF
N/A
N/A
N/A
N/A
1.047 SF
2,693 SF
N/A
N/A
N/A
Lost Update -.5/5/14 I
DR# '13-008 0-.\3200-3299\3209\STREET\3209-ST IAA
DATE ENGR. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT FESS QThie/!es E/!9inee/i/19 Inc. CITY OF FONTANA, CALIFORNIA
�� '"�.� CML ENG✓NEER/NG • UWD SURVEMG
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��' S �y D 14349 f7RE AUF BWaVARD
NM 90&W STREET IMPROVEMENT PLANS
�� �i LA �l//BALL{, GIUft7RNlA 90638 '
Z�Phl.(714)5?1-4811 FAX(714)521-4173 SAWN BY: -
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER W r^ J.P. TITLE -SHEET SCALE:
' AS NOTED
* R.C.E. NO. 56155 * Prepared Under The Supervision Of : FOR
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO FxP. 12_31_14 Q- DESIGN P BY: 11100 HEAIQ. = AVENUE DATE:
9 I FO
_NT CA. 92337 04/29/2rn4
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C►� 1L 1 CHECKED BY: <,aPPRO BY`
�` �p
Date:
t - DRAWING NO.:
OF C P. NHARD STENZ RCE NO. 56155 R.S. L �� 5�7 '
STANDARDS IN EFFECT. Ir CI ENGINEER R.C.E. 51152 DATE: 3
11 RELOCATE/REPLACE EXISTING IRRIGATION
SYSTEM AS NEEDED.
0 25
50
100 150
SCALE:1 „=
50'
LEGEND=
CONSTRUCT 6' MIN. CONCRETE AT DRIVEWAY IMPROVEMENTS.
(VERIFY WITH SOILS REPORT)
' = •
CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS
GRIND AND OVERLAY. WIDTH PER PLAN
=ND=
—PROPERTY UNE
C.B.
—CATCH BASIN
—RIGHT OF WAY
B.C.R.
—BEGINNING OF CURB RETURN-
-CENTERUNE
E.C.R.
—END OF CURB_ RETURN
UTILITY CONTACTS=
—ARCHITECTURAL
LP.
—LOW POINT
—TOP OF CURB
S.W.
—STEM WALL
—FLOW UNE
T.O.P.
—TOP OF PIPE
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
—FINISH SURFACE
B.O.P.
—BOTTOM OF PIPE
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
—TOP OF CONCRETE SLAB
R
—RADIUS I
—HIGH POINT
T.F.
—TOP OF FOOTING
—FINISH FLOOR
T.W.
—TOP OF WALL'
AT&T: (510) 645-2929
—ROOF DRAIN
C.M.B.
—CRUSHED MISC. BASE
CITY OF FONTANA: (909) 350-7610
—REINFORCED CONCRETE PIPE
S.F.
—SQUARE FEET(
—INVERT
(0.00)
-EXISTING ELEVATION
TIME WARNER CABLE: 909 975-3398
( )
—SLOPE
B.O.W.
—BOTTOM OF WALL
SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583
—FINISH GRADE
—STORM DRAIN
T.G.
N.G.
—TOP OF GRATE
—NATURAL GRADE
FONTANA WATER COMPANY: (909) 201-7333
—TOP OF RAIL
TOP
—TOP OF SLOPE
SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270
-STREET UGHT
TOE
—TOE OF SLOPE
INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600
—GRADE BREAK
E.P.
—EDGE OF PAVEMENT
—HIGH POINT
A.C.
—ASPHALT CONCRETE
—HEIGHT OF RETAINING
C.LF.
—CHAIN LINK FENCE
—CURB FACE
CONC.—CONCRETE
- ! ` - ; = z
�
—BACK OF WALK
PKWY DRAIN
.—PARKWAY - DRAIN
. T
—LANDSCAPING
H.C.
—HANDICAP
—AGGREGATE BASE
EXIST.
—EXISTING
—POLYVINYLCHLORIDE
TRANS PAD
—TRANSFORMER PAD
—CAST IRON PIPE
BLDG
—BUILDING
—FIRE HYDRANT
M.H.
—MANHOLE
—POWER POLE
T.B.
—TOP OF BERM
I
SHEET INDEX
1 TITLE SHEEP
2 DETAILS
3 HEMLOCK PLAN AND PROFILE
QUANTITY=
367 SF
486 LF
N/A
N/A
N/A
N/A
1.047 SF
2,693 SF
N/A
N/A
N/A
Lost Update -.5/5/14 I
DR# '13-008 0-.\3200-3299\3209\STREET\3209-ST IAA
DATE ENGR. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT FESS QThie/!es E/!9inee/i/19 Inc. CITY OF FONTANA, CALIFORNIA
�� '"�.� CML ENG✓NEER/NG • UWD SURVEMG
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��' S �y D 14349 f7RE AUF BWaVARD
NM 90&W STREET IMPROVEMENT PLANS
�� �i LA �l//BALL{, GIUft7RNlA 90638 '
Z�Phl.(714)5?1-4811 FAX(714)521-4173 SAWN BY: -
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER W r^ J.P. TITLE -SHEET SCALE:
' AS NOTED
* R.C.E. NO. 56155 * Prepared Under The Supervision Of : FOR
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO FxP. 12_31_14 Q- DESIGN P BY: 11100 HEAIQ. = AVENUE DATE:
9 I FO
_NT CA. 92337 04/29/2rn4
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C►� 1L 1 CHECKED BY: <,aPPRO BY`
�` �p
Date:
t - DRAWING NO.:
OF C P. NHARD STENZ RCE NO. 56155 R.S. L �� 5�7 '
STANDARDS IN EFFECT. Ir CI ENGINEER R.C.E. 51152 DATE: 3