1989-9050 G (Plans) (2) GENERAL IMPROVEMENT NOTES
OLNENHAIN MUNICIPAL WATER DISTRICT
_CITY OF ENCINITAS � _ ,
TYPICFlL GENERAL WATER SYSTEM NOTES i �'� ' ' /'" -% " vFNG/A/tEN�/i1/C7,SEvE'IOCE$
"y
i REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS L A PERMIT SHALL Bf OBTAINED FROM THE ENCINITAS
DEPARTMENT @F PWR
POTABLE WATER -
5 FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY.
I. WATER WORK5 5HALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAiL6 AND MATERIAL5 A5' 2. THE STRUCTURAL SECTION SHALL
BE IN ACCORDANCE WITH CITY STANDARDS _.
t IMPROVEmmrENT PLANS f
SPECIFIED IN THE OLIVENHAIN MUNICIPAL WATER D15Tt71GT 5TA NDARD SPECIFiC�1TION5 TOR AND AS APPROVED BY THE CITY ENGINEER.
R Vi9000G TE575 Sf/f}LL r?E- .rJ
E4uleeD P.ei®.e 7Z) CoA1_5reUCTro.V,
THE CON57RUCTION OF WATER MAINS AND FAG[LIT/ES,DATED DECEMBER 1987 WIT{} �.. - w ,..., J
REVISIONS. CONTRACTOR SHALL t1AVE A COPY OF THE STANDARD SPECI Fl CAT ION ON 3. APPROVAL OF^ THESE IMPROVEMENT'"PLANS
AS"'SHOWN DOES NOT CONSTITUTE APPROVAL OF
THE JOB SITE AT ALL TIMES. ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
i 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. rI OR 4. ALL UNDERGROUND
UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, DQ
INSPECTOR'S SCHEDULING MUST BE 24-48 HOURS IN ADVANCE OF WORK. CONNECTED AND TESTED PRIOR TO CONSTRUCTION
OF BERM, CURB, CROSS GUTTER AND
' 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF
PAVING.
PIPE PROFILE IS 4$-INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 5. THE EXISTENCE AND LOCATION OF EXISTING
UNDERGROUND FACILITIES SHOWN ON THESE
5-FEET FROM A SIDE LOT LINE. A 3/4-INCH 10E TO EACH LOT. METER. L BE LOCATED TRACT NO * 4400
PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
4, INSTALL A MINIMUM 1-INCH WATER SERVICE ' KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES
EXCEPT AS SHOWN ON THESE
HIGH LETTER "W" SHALL BE CHISELED PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY
MEASURES TO
PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD
i IN TOP OF EXISTING CURB OR 'IMPRINTED IN NEW CURB AT ALL WATER SERVICE ' OR NOT SHOWN ON THESE
PLANS.
CROSSINGS. I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS
AS SHOWN ON THIS PLAN SATISFIES THE PERKIM'S
i 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL �.P
ERT 8" CONNECTION TO EXIST.
, ,h<, 21" W.M. (E TIO') 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO
BE DONE SHALL BE
ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN FOR TM 4400 AND THE STANDARDS CONFIRMED
BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR
LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR FOR PRIVATE STREETS. �' �� WILL
MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES
LOW POINTS. PRESSLIKE )� oG '�l S T /� \� � SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO
PLANS IF REVISIONS
RELIEF STA. �`�gF/a 1 80 PRESS. AEG. ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING
FACILITIES.
6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. /B 29 r� TATION SEE SHT. 16 17
THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT SEE SHT. 16 eR. O 28 7,
THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO
TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM DATE >> /9 3/ `y STARTING
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH
IN ADVANCE TO ANY SHUTDOWN. R.C.E. ZO NO. i1 COMPANY REPRESENTATIVE.
7, CONTRACTOR SHALL' COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING, NOTICE: ALL ELECTRICAL
AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
TEMPORARY SERVICES,, ETC. , PRIOR TO SHUTDOWNS. INSPECTION BY � ENGINEER OF WORK - � ,� � F A �_ ON F.
/ BR► O y INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND
8, LINE UNLVES WHERE REQUIRED, AT STREET INTERSECTIONS SHALL BE LOCATED ON THE /3 = 32 APPURTENANCES
G ,THE ,SAR..DIEGOO,-GAS 4,ELECTRIC COMPANY.
/ PROLONGATION OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. REVIEWED ,FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: 14 __ ''j F.x
Z/ 27 ml 9" TELEPHONE:�� 1'-800- 42Z-4133. ')
9. FIRE HYDRANTS, AS II y 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY
PRIOR TO STARTING
INSTALLED AT LOCATIONS SPECIFIED BY THEPFIIREIDISTRICT, DISTRICT, ARE TO BE BY. I 77 33 \ WORK NEAR
COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY
_�� 6 PHRSE .5
(i II'I /2 r I z 2G I n i I
REPRESENTATIVE.
C 10 CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL106HA A COPY OF I ENGINE R D r
,., - Fk" r- I? C. DATE NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND
EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO NOTES CONT/HUD FeOM P/�j�+T ` '° �1 Z I o t m
'I O
e I 4
� � � 1 11 //. 17.1 3 INSTALLATIONa FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE
THE DISTRICT PRIOR TO CONSTRUCTION. J2. oAle_VTE ,PO,gp /MPPOyEMEMTS PACIFIC TELEPHONE flNX
ALL E j �ss�o�✓n/HEeEON z VO,7.P/NFOPMh'TiON --- � ro TELEPHONE:/_4 CXJ 22-¢f3s. �` I
WHI H ." AY GN, ✓°.. ar OrVLY• C/TYOFf/C/5L� .S/GJ✓i�TL/PE //E�E'EQ�i/ +ASS NOTCO/✓ST/TOTE
11, ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL .DESIGN, I.E., LINE 9PPP01/.94 O,e eESpo,Vslafe1 Y 6e"I �/NO FOP Tt,L� pis/GrV o,P �,
/� �� I'� I 25 F.x. � 8 4
U
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD CoNSneUCT/ct�/ p,� 7ysE Pews, /,y�o`E�E.vTS 9 II 9.
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN J3. 7h`E CoyT ei4eTO e s,YFiGC ,eE UEST F)eo i" /r7 ' 23
/ �� 35 AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF
',,,1O-FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. '5eeV'VeS DEP
' �92TMEA/T i9 P,PE- / pfJAS� 4 t RELOCATIONS IF NEEDED.
/AND COn/STiPUC7/oN MEET/Nrj :' x
� �-•� """'-'"``-� MULTIPLE RESIDENTIAL COMPLEXES '""�-� . sf7`.9GG .°,eovioE .9T GE.9sT ¢B HoU.Ps - . � ,7 _ \
,
SUCH '9 /WEFT/N '
'r �12, ALL WATER SERVICES FOR IRRIGATION,^ AND COMMERCIAL OR INDUSTRIAL DEVELOP- G . PHONE N � `moE ��
' UM.BE''ie G33-2 7'�Gi. ' / •� ��\ 24
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS
OF WA SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE J¢ THE l VEGOPE.P sygcG BE 4:F6PC3iV,51,&46 7YJoF7-,A y / O�
�- tiJ � O ( /l AY FOR LOCATION OF CABLES AND APPURTENANCES CONTACT APPROPRIATE COMPANY.
OF WATER METER. A..> •_. MONUMBNT Ole BENGYM9,2K G✓h'/Cy /.S DisTU2BF0 A2 \ $ I�ti\ l
u.._..._...,__ bESTeoyED S,YfiGG ,3 (° to
13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES By 9 ,PEG/sT E 'PE-ESr.9BC, ED /ENO �PEP</,�C•ED
NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE
E2FD C/1//G ENG/NEED O.Q,9 G/C�yge.0 CANO < / EAS IQ BF,-PA)IEA
IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE Yom•
DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND /S. THE vEVE / No TES CoMTivt/Eh
l�TGC'FT
+ GdPE.e �SH/�GG 14;1 1°.r T/fE LGCJ9T/O�/ Gig EAChf \5� ��� ' ' / /1 � �T \ i l�/
APPURTENANCES. BUTTERFLY VALVES SHALL BE DRIP-TIGHT AT 200 PSI MINIMUM. SEh/ER Gg7�,i?,gL MONO l7/F+, -
THE- GEJT '(' SE,eI//CE By Cf//5EC/N I y 1
14, CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIQNS TO ERS "S' /9N0 "W' RESPECTi �' ' / 52 / I
,S'/GH /NTO THE F.9CE OF THE .T VEL y� 2 /,ovI �� �' 1 \ 49 46
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. /
/G• THE/�G10?ES�S OF E.,�CH LoT -- - -
/N _'F Mi9iVM6R NNd7 Zae9T'!D�� .2o E P�iNTEO IV- 0,e �I / !t
15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD � V4.0 .BYO �� �' l/� ` � ' �� � -
� � �
Q / h°E /MSPECTOE' h O IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING ��� T 'f« h/O.P'r -$'/�9LG ,BE DO.vE
/V�'CGIQOrStAJCE d✓/Ti`i' Tim , �, \�
WITH THE DISTRICT'S INSPECTOR. Sr'o NV 9.PA S,oEGF/C.gT/On/S �R PUB</C �,/Or?,�scq�/ST.PGf'T/cW f ��� PHs15E ��,��� ����
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
! 3 5¢ >` - ;�� ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE
PLANS WHICH THE
P,eoVis/o ' T'�'�E -s/iwo/EGO .5T.9�/pgep S,oE�/�G y, Q / x. I ¢5 Q� 47 CITY ENGINEER DETERMINES ARE NECESSARY
AND DESIRABLE FOR THE PROPER
1Cn. ALL D EFL ECTIONSfffORIZONTALAND VERTICALS SHALL BE MADE BY USE OF JOINT COUPLING /VS 70 T/fE STStN/J.9:PD SPEC/F/esT/OHS Fie „ A �� I
���=
A WITH 4o MAXIMUM DEFLECTION PERCOUDLING C 20 PER JOINT). NO BENDING CCURVING) OF PUBLIC WO,et, COsI/STPUCTiOM C. OOPTEO r3 T/7°E sgrt/ P�` , ¢
55 % i �T o COMPLETION OF THE IMPROVEMENTS.
PIPE SHALL BE PERMITTED. �i�o REGsoN,gL aTgn/.0Ae,0- COM14.PI - J .3yvD T,YE.rgy 2 -�--- � � � I
O/Z7D /t�EG/GYV/S�< ST,S+�/h ,t t��1��`�� - // ij�f 43 4�' / NO. 9 O I I FURTHER AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN r'
l G C fATEST ED/ }
l7. BACTERIOLOGIC TESTING T ALL BE CONDUCTED INACCORDANCE WITH THE STANDARD �` r5�.2/J ''eq,�//+' s c 7-j ��/6 - GP / ,
Fx. I _ s'
' G . SHE ,/t - _ �..a"� EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF
THE CONSTRUCTION
SPECIF'iCATlON5 EXCEPT A5 FOLLOWS-. i �. .
A,..., jt/f l 5� '' 56 �� R�;r I CONNECTION TO EXIST. PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON
EVERY NORMAL WORKING DAY UNTIL COMPLETED,
(a) COLLECT TWO SAMPLES 24--HOUR6 APART AND TEST EACH SAMPLE FOR BOTH COLI FORM "- ' """
/ , i 30" W.M. (UNIT 'K' PHASE 11) IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT
OR UNDER '-
AND HETEROTROPHIC PLATE COUNT5. FZ
I MY CONTROL.
(b) ALL TOTAL COLIFORM SAMPLE RESULTS MUST BE NEGATIVE AND ALL HETEROTRDPNIC I 5�fa--_ \ / S7/ /i ' LATIGO
8" CONNECTION TO EXIE T. I �` NO /�i </a %� 39 38 Lu
PLATE COUNTS MUST BE CE55 THAN 500 COLONIES PER M ILLIMETER PRIOR PLACING 4 yP 58 - 40 y f i , BARRATT AMERICAN,
INC.
THE PIPELINEOR APPURTENANCES INTO 5ERVIC9. IF ANY OF THE LABORATORYRESULTS 12 W.M. ---. \ �\�` y / � 4/ � 15373
INNOVATION DRIVE SUITE 300
ARE NOTSPi°ftSFACTORY REPEATTFIE DISINFECTION AND TESTING PROCESSES UNTIL I �v1ll r \ I 1 SAN DIEGO,
CA 92128
SATISFACTORY RESUL75 ARE OBTAINED I 0
-�,
SUBDIVISION BOUNDARY � _
` ( 1_ Or•zGCroe q�
O ,...- - '§� `y, °>- ' `..�n.,.�<,:..'.,�'r' I ,. c"'=..,�BY: �S N� "r
18. IN NON-TRAFFIC AND LANDSCAPE AREAS. REINFORCED F18ERGLA55 COVERS 5HALL $E USED IN I VVV PlYA6E / LOTS ;Z�3, 5(o S�EI� --••
- -,_,> ° z fi � r( U `£ < P- +
° TITLE QpT
IN LIEU OF CONCRETE COVERS FOR METER BOXES ON METERS LARGER TITAN i- '/2': THE METER , ..
BOX ITSELF 5HALL REMADE OF CONCRETE IN ACCORDANCE WITH THE STANDARD
INDEX MAP �
w_,. ..
5PECIFICATION5. FIBERGLASS COVERS SHALL BE MANUFACTURED BY CDR SYSTEMS LEGEND.
' CORPORATION OR DISTRICT APPROVE
EQUAL. 1 _===DENOTES D12AINAGE FLOW OIIZECTIC)N. TF a _. ASSESSOR'S PARCEL N0. 264-020-06, 7, 08 & 10.;
�' ��,,.•..:....- fir° '`� I I Y) I]ENDTES WATER MAIN. S�AL.E: 1'0=�00'
r
SITE DE MOTES 5EWEr MAIN. °° 3 DECLARATION OF RESPONSIBLE CHARGE `1-30-03
LONE H/GL RO. +---IDENCTES FIRE HYDRANT '
+ ---0EN07E5 STREET SIGN ti a �
AIII
I ), HARD S' REFT I hereby declare that I am the Engineer of Work
DOV HOLLOW RD. TM r
0; �, for this project, that I have exercised respon-
sible ry �I
FIRE DEVELOPMENT NOTES \ ' ' '` � !' L,
M � .-��ribrf � � � _ charge over the design of the project as
Al 4 • i. defined in Section 6703 of the Business and -.
„�-� w �` f, r ". ` . Professions od IS PLAN IS AN IMPROVEMENT PLAN AND r1 3RADING\F'�A,N
i. FIRE LANE NO PARKING SIGNS„ Tt7 DE INSTALL�E @ Z Y, >, r i C e, and that the desi n is con- FOR
WORK BEING PROPOSED OIs1 LONE HILL I 4 ALL
"' '
Q T 1,W STAGGERED INTERVALS l
E'i: ,I )rat, sistant with current standards. 9 �ANE AND
O €,. �:.�G'Pf i � . s �� ,. T, / I O % . z F 1 r i?lc '`?_- �O�I -_ c°
r � C)R.�ITE STREETS.
�� l I understand that the check of drawings ands e-
2. FIRE ItHYDRANT MARKERS TO BL INSTALLE V�I
-_-� -_;
6 i-n .°` t-.
cifications by the City of Encinitas is confined �Llfi "
S.D. S.D. M-19. �„„ _.,. �n ,, Sly•
r
a to a review only and does not relieve me as
� � x I Engineer of Work of my responsibilities for pro- , li�7C, ,, art
ASSOCU E
r ject design. �� rDN �✓q � �g
605 Third Street A -�, C.�92024 , /k A
RtJClnafa
FIRE MARSHAL (6i9j �J�kz- 19� W No. 048670 M ap 3-al-Qp
CM ENGINEERING ASSOCIATES, INC.
'Exp. 06-30-98
EXCAI/AT/ON ROADS 32, /!04 C. Y. 550 West Vista Way, Suite 308 I=NF-EFR 'WORK:
APPROVED BY: �y
NT ROADS 32 /G4 C. y Vista, California DATE / r � CdV9 �� o-ex ijk
(619) 758-3680 MOND L. MARTIN R.C,E.4W70 �F Y
OLIVENHAIN MUNICIPAL WATER DIST. EXP 6-306
CHIEF RON MCCARVER POTABLE WATER SYSTEM APPROVAL >- fY PRIVATE CONTRACT 'i
APPROVED BY' BOYLE ENGINEERING CORP. ._ BY: DATE _ Zf
//PPRotrED CHAx/GE
DISTRICT'S CONSULTING PI (�TJ � SHEET
VICINITY MAP )ATE NG NEER �i CITY OF ENCINITAS] SHE 2f
�v ra1 ,
A RCE N0. 41078 �i
NO SCALE: .3.�9` 1i -/!�( CO SU 001 16 O REZONE PERMIT NO. - i
I /11117, �L5 DF/TE R.0 . DATE JOB NUMBER _IMPROVEMENT PLANS-fOR:
UNAUTHORIZED CHANGES & USES PRIVATE ENGINEER'S.WI'FS TO SPECIAL USE PERMIT NO. ---
__...,,_.._. ENGINEER OF WORK PRIVATE STREETS Y
LI'V N FAIN MUNICIPAL TENTATIVE MAP NO. T.M. 4400
CAUTION:The engineer preparing these laps will not be responsible T� Exls�nrD LOCATION of Am IamERGaOn�D UTILITY PIPES. CONDUITS oR 111
g i P g P P RECORDS. O OWN ON THESE PLANS ARE OBTAINED BY A O EXISTING ON UT AVAILABLE A
for or liable for, unauthorized changes to or uses of these tans. All EXCEPTS. TOT LEST OF rHECEnffAEARES EQUIREDGOTAnIFS �! . WATER DISTRICT CITY
APPROVED CHANGES BENCH MARK
g P EXCEPT AS SHOWN ON nESE PLANS. nfl:CONTRACTOR IS REQUIRED 1O?AKE�DUE
p l /�
changes to the plans must be Itl Writing and must be approved by the THE ON'IONARY NffURTIE: TO PROTECT L TLL UTILITY LINES PONSI IL THESE FO[NLIWINGS.
I �R. L-T.--{,J!t�4�OQ .�", -I„ O�tD Car
THE WNIRALIDR ft11C1}ffR ASSIMES ALL LIABILITY AND RESPONSIBILITY FOR THE - C0 ,331.-1-7O
preparer of these Ian;. uram Piers, CONDUITS OR sTaucn NE< SHOWN OR ur SHOWN ON THESE DRAWINGS. ENGINEERING ASSOCIATES Ptioa Approved
E Q g
_P _ _- WATER WORKS APPHCAI No. Deacri A r y Date
Construction contractor agrees that in accordance with generally accepted.construction CoNrk OR AGREES MAT IBS SHI LL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
DESCRIPTION: SAN DIEGO COUNTY BENCH MARK # O.C. 0073-CHIS-
APPReVEB' t'-�'/ Engine) work' f Q
practices,construction contractor will be re uired to assume sole and complete responsibility for JOB SITE CONDITIONS CURING n�COURSE OF OJNSTRIICTICN OF THIS FBOIECr, IN-
I, ' 550 West Vista Way ADD PNAS/NC7 ¢ UPDF/TE
4 P P Y CLWTNG SAFETY Or ALL PERSONS AND PIOPERTY: THAT nil5 REQUIREMENT SFW,I, AIJPTpV80 By: gOYLE ENGINEERING CGRP..;P H - IC)hi Melrose
Center, Vista,California /Ippn �^/ �J / ® j� ` SO. IN TOP OF HEADWALL ROBERT A. WARRE Z
job site COntilt10n8.dUring the course Of construction of the p[Oj act,including safety 4f all persons APPLY OATINUDUSLY AND NOT BE LIMITED TO NORMI WORMING FOURS; AND THAT