1993-2957 I (Plans) 1 GENERAL NOTES SEWER NOTES WATER Ni WORK TO BE DOW
} A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITA ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER WORKS
SHALL BE CONSTRUCTED IN
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN TH SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 19%1 ACCORDANCE WITH THE DECEMBER
1987 STANDARDS IMPROVEMENTS CONSIST OF THE SAN DIE FOL LO WI NG WORK TO BE DONE ACCORDING
STREET RIGHT -OF -WAY. EDITION, THE 1991 SAN DIEGO STANDARD SPECIAL PROVISIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT.
TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC
TO THE STANDARD SPECIFICATION FOR PUBLIC WORKS ' CONTRACTOR SHALL HAVE A COPY OF THE STANDARD
WORKS STANDARD SPEg N, AND SPECIAL PROVISIONS FOR
2.THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL SPECIFICATIONS ON THE JOB
SITE AT ALL TIMES. IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE
DRAWINGS.
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO PROVISIONS. 2. NO WORK MAY BEGIN OR PROCEED WITHOUT
CONSTRUCTION. DIRECTION OF DISTRICT'S INSPECTOR. / � \ S.D.C. = SAN DIEGO COUNTY
1. TRENCH WIDTH SHALL ADVANCE OF WORK. BE PER SDRSD NO. S -4 INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN
/ EXIS T O.M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT
MH ��
3.APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT UNLESS OTHERWISE NOTED. 17T S.D.P. = SAN DIEGO
PRECAST
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE +�
PROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS: 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON
THE WATER MAIN PROFILE, TOP OF PIPE PROFILE
4.ALL UNDERGROUND UTILITIES WITHIN THE STREET (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF IS 48 INCHES BELOW CENTER LINE FINISH
GRADE S \ ���TRE DRAWING
RIGHT- OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED 3/4 INCH CRUSHED ROCK BENEATH THE OF STREET. AU/
ITEM NUMBER SYMBOL QUANTITY
PRIOR TO CONSTRUCTION OF BERN CURB, CROSS GUTTER AND PIPE.
PAVING.
9. � INSTALL A MINIMUM 1 INCH WATER SERVICE TQ„ OT
(B) V.C.P. AND A.B.S. TRUSS PIPE EACH LOT. METER TO BE LOCATED 5 FEET FROM A ' 4 m3 Sy
�S SUBDIVISION BOUNDARY -
n " (v ` �` �•�'Fk /S/. LOT LINE
5.THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND BEDDING FROM BOTTOM OF PIPE TO (6) SIDE LOT LINE. A 3/4 INCH HIGH
LETTER W d�
LO T � �� EASEMENT LINE _ _ _ ,,.,,,_,•.
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE CHISELED IN TOP OF EXISTING
CURB OR a 7`` AC BERM SDC G - 6711
SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR SHALL BE SAND, GRAVEL, CRUSHED IMPRINTED IN NEW CURB AT ALL
WATER SERVICE
KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES AGGREGATE NATIVE FREE- DRAINING CROSSINGS. cam`,
TYPE■G "CURB B, GUTTER SDC C -2 5331
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE GRANULAR MATERIAL HAVING A SAND r N /Mr 3"
AC PAVING/ 6' CUSS II A.B. - �- 17,713 S.F.
- C O R T ALL
IS R TFACIAKE PRECAUTIONA A EON AN A D U ' RIl EQUIVALENT OF 30 OR BETTER. 5 HIGH POINTS OFFS � LOT 4 _
2 AC OVERLAY (2"- 6 ") A 320 SF
OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE (C) P.V.C. AND A.B.S. SOLID WALL PIPE IN THE WATER MAIN PROFILE.
FIRE HYDRANTS MAY.
PLANS. BEDDING FROM BOTTOM OF PIPE TO (6) BE USED IN LIEU OF A MANUAL AIR RELEASE OR Q� �� AC
1101040VAL - 4POOSF.
SIX INCHES MINIMUM ABOVE THE PIPE BLOW OFF WHEN LOCATED AT OR NEAR HIGH OR LOW
6-LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY SHALL BE 3/4 CRUSHED ROCK. POINTS. O O t�
", 4111l- GUTTER SDC G -12
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD A.B.S. SOLID WALL PIPE MAY BE USED
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. ONLY WHERE PIPE INVERT GRADES ARE 6. UNLESS OTHERWISE• NOTED, CONNECTIONS
TO _0 AC DRIVEWAY SDC DS -7 418 SF
CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE 1% OR GREATER. EXISTING MAINS SHALL BE MADE DRY. THE TIME � SOTS
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF AND DURATION OF ANY SHUTDOWNS OF EXISTING i -_� TRENCH
RESURFACING CITY ST'D. 20LF
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN MAINS SHALL BE SUBJECT
TO APPROVAL BY THE REMOVE EXIST. A.C. BERM 460 L
ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING LINE SEWERS, SEWER SERVICE LATERALS AND DISTRICT. DISTRICT SHALL BE
NOTIFIED TWO ZD
FACILITIES. STRUCTURES SHALL BE TESTED IN THE PRESENCE OF WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 1 � OT 5 LE GEND
PVC WATER MAINS - CLASS 150
THE ENGINEER.. AIR PRESSURE TEST SHALL BE ( -
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS i USED UNLESS OTHER DIRECTED BY THE ENGINEER. 7. CONTRACTOR SHALL COORDINATE
WITH DISTRICT ALL � t � SUBDIVISION
(� Q
WISE BOUNDARY 13 PVC
WILL BE THE PERMITTEE'S RESPO SIBILITY TO PAY FOR ?' �O,' Z LOT LINE 'K8 "PVC - CUSS 150 PIPE 312LF.
ARRANGEMENTS FOR HIGH LINING TEMPORARY
ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY h Q W W
FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY THE COST OF THIS WORK. SERVICES, ETC., PRIOR TO SHUTDOWNS. v 4 LOT
NUMBER 1
r, PROP STORM DRAIN SD- � W "PVC 401 REPRESENTATIVES. 4. THE CONSTRUCTION
RFrV.C.C. SEWER MANHOLE PER Q a / /,,� PROP BROW DITCH " 4" PVC - CLASS 150 PIPE
SDRSD NO. 17, P E -CAST MANHOLE BASES ARE 8• LINE VALVES, WHERE REQUIRED, AT STREET INTER- 3 3 W
DIRECTION OF FLOW B.O.
NOTICE: WITHIN AND PROJECT SYSTEMS 'S POURED OFCTHENSTREET SHAL
RI OF LOCA TED YOWHENEVEROPOSSIBLE.. n PROP S E O WER LINE CLEA *BLOW OFF aMEMBLY 1EA.
" UNDERGROUND INSTALLATIONS ". FOR ( PLACE MANHOLE BIASES SWILL BE AMO►IOLITHIC FOUR J co � rb N PROP. MANHOLE
PROP WATER LINE W MH '4AANUAL AIR RELEASE ASSEMBLY __„ MAR IRA.
LOCATION OF ELECTRICAL CABLES AND FINISHED COMPLETtiLY AT TIME OF POUR. 9. FIRE HYDRANTS, AS.APPRCVED BY THE APPROPRIATE a
)
2 c, PROP. CLEAN OUT - ^NCO. * 8" GATE VALVE 8 ,-G.V.
GAS PIPING AND APPURTENANCES. FIRE DISTRICT, ARE TO BE INSTALLED At, ; 0 EXISLWATERLINE - - -w -
-- SEA.
5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 0 6 M J P. PRO CURB INLET
O
TELEPHONE: 1 800 422 -4123 (DIG SDRSD NO. S -13 AND S -14. LATERALS SHALL NOT 0 � kO,' p / 0 PROP. FIRE HYDRANT
004 *CAP ASSEMBLY tEA.
ALERT) DISCHARGE DIRECTLY INTO MANHOLE. 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH �/ 3- V `OJ�9 PROP.
STREET LIGHT ..� * FIRE HYDRANT ASSEMBLY 1EA.
W
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER WORK WITH OSHA. A COPY OF EXEMPTION LETTER
8-THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE SDRSD NO. S -10, TYPE A. OR TRENCHING PERMIT, IF REQUIRED, SHALL
BE /y/ S EE T SOT 1 0 *, WATER SERVICE ter - IDEA.
COMPANY PRIOR TO STARTING WORK NEAR- COMPANY FACILITIES SUBMITTED TO THE DISTRICT PRIOR TO _ �r
�Sp
AND SHALL COORDINATE HIS WORK WITH COMPANY 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED CONSTRUCTION. 3 /
+I WATER SAMPLE POINT
REPRESENTATIVES. WITH 42 INCH MINIMUM COVER. 'NP /O x i FLANGE TEE W/ FLANGE
11. ALL EXISTING FACILITIES WHICH MAY AFFECT VALVE (P /O- PUSH+ON OR MECHANICAL JOINT � •
r - )--�
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS 8. THE FINAL LOCATION AND ELEVATION SEWER AND WATER FINAL DESIGN, I.E., LINE CROSSINGS,
LINE
PROJECT BOUNDARY ARE "UNDERGROUND LATERALS SHALL BE 'SHOWN ON ORIGINAL PLANS, PRIOR PARALLELING, OR PROPOSED CONNECTIONS SHALL-BE
EkIST I *WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. 1` r
CABLES
INSTAL LAAND TIO NSAPPURTENANCES ". FOR LOC ATCONTACT TO ACCEPTANCE OF WORK. FIEL ALOR.fiUTILITIESRWITHIN081D0- \ _ STANDARD
DRAWINGS AND /OR SPECIFICATIONS. O m
THE PACIFIC TELEPHONE COMPANY. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE FEET OF PROPOSED WA TER MAINS, SHALL NF
N
BE SHOWN
APPROVED BY THE DISTRICT ENGINEER IN WRITING ON IMPROVEMENT PLANS. 1 . 8 "PVC SDC S -4 -S
S 966L.F. 0 o
• s
TELEPHONE: 1 800 422 -4123 (DIG PRIOR TO ACCEPTANCE FOR PUBLIC USE. W�� MANHOLE =
ALERT) 12. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE` KEY I�1/-'P � E � C TEA
Q m
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO RESIDENTIAL COMPLEXES AND COMMERICAL OR (1QT/ 4M N SEWER
LATERAL SDC S -13 9EA, HAVE AN
9 SHAL
THE UTILITY AGENCIES, ADVISE THEM THE PIPE INSTALLATION. APPROVED BACKFLOW DEVICE ON r s 10d STREF
CONTACT AFC N OT EE U
PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S CUSTOMER'S SIDE OF WATER METER.
IF NEEDED. INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF
BEGINNING OF WORK TO ARRANGE FOR INSPECTION 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN t3' S7'
T '
10 -ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE OF PROJECT. ACCORDANCE WITH THE PROCEDURES IN THE
o m
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF'CABLES STANDARD SPECIFICATIONS. THE CLASS OF PIPE 10 3 w 3
=
AND APPURTENANCES CONTACT: 12. THE CONTRACTOR SHALL AND HEREBY DOES SHALL BE USED AS THE DESIGNATED WORKING
ONEYEAR AFTER THE TYPE "G" REE 6" as ¢ 1 0 200
GUARANTEE ALL WORK FOR A PERIOD OF AC o Z t8' 20
TELEPHONE: 1- 800 - 422 - 4133 PRfiSSURE FOR TESTING ALL PIPE, VALVES SAwCUT LINE
(CLOSED) AND APPURTENANCES. VALVES SHALL BE CURB B. GUTTER RE
DATE OF ACCEPTANCE OF THE WORK BY THE OWNER ANIDSHALL E EXIST. 6■ 0 >wa w EXISTING
REPAIR OR RELACE ANY OR ALL SUCH WORK TOGETHER WITH ANY TIGHT AT WOPSI MINIMUM. Xy r1 AC BE 3�� Z IMPROVEMENTS
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE OTHER WORK WHICH MAY BE DISPLACED OR ACED IN SO DOING THAT MAY
ri, EX IST. AC. BERM To
P ROVE DEFECTIVE IN WORKMAN MIPAND/ MAWRIALS WITH- ;: •
EXIS PAVEMENT ' BE REMOVED
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL IN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT 14. CONTRACTOR TO TIE OFF ALL
VALVE LOCATIONS AND TO REMAIN
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- EXPENSE WHATSOEVER TO THE OWNER ORDINARY WEAR PROVIDE WRITTEN DIMENSIONS TO INSPECTOR
l SEXIST. BASE SEE DETAIL ,
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF AND TEAR, UNUSUAL ABUSE OR NEGLiCT. IMMEDIATELY UPON INSTALLATION OF VALVES.
TO REMAIN @q LEFT ^
ENCINITAS. +i - R EXIST. 24 "PVC
STRUCTURAL SECTION TO BE I TO EX V v STORM DRAIN
13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY Qi TO PROVIDE DE E NECESSARY A SMOOTH ExIST. s"
ENCINITAS FOR ANY EXCAVATION WITHIN THERIGHT•OF-WAY. 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS DETERMINED BY SOILS ENGINEER
TRANSITION WATER
12. N0 PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE AS REQUIRED BY THE STANDARD SPECIFICATIONS IS ON THE BASIS OF'R'VALUE
TEST �- EX15T.8'1
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 14. AS BUILT DRAWINGS MUST SE SUBMITTED PRIOR TO FINAL TO BE ACCOMPLISHED PRIOR TO
THE PRE - DE TAI L SEWER LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP 10387
ACCEPTANCE OF THE WORK. CONSTRUCTION MEETING WITH THE DISTRICT'S TYPICAL SECTION
11THE CONTRACTOR SHALL, NOTIFY AND OBTAIN APPROVAL OF THE INSPECTOR. REMOVAL OF AC BERM & PAVEMENT; APN:
265- 354 -12
13. THE CONTRACTOR SMALL FURNISH AND INSTALL PER PLACEMENT OF NEW PAVING)
FIELD. SPECIFICATIONS, THE APPROPRIATE BURIED UTILItY WARNING OVERLAY; CURB 8, GUTTER; SITE ADDRESS: THE WEST END
OF 11TH STREET BETWEEN
1 NTH STREET • NO SCALE
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE UR
AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES 16. WASTE WATER DISCHARGE PERMITS AND PLUMBING PERMITS NO SCALE
a
INCLUDING SEWER LATERALS LOCATED IN PUBLIC RIGHT -OF ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. Z
14. ALL SIGNS TO BE ALUMINIUM WITH 3 FOOT HIGH INTENSITY 10TH AND 11TH STREETS. v
10
OWNER /PERMITTEE: RON HADLEY
TYPE REFLECTIVE FACE OR EQUIVALENT. WAY ��QFE>�Qi 5 5 PO. BOX 2533
O DEL MAR,CA 92014 W
16. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ���' F (619) 755 - 1514 1' 1
15.C6NTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. $ 15N 154. man
OFFICE A PRECONSTRUCTION NESTING AND SHALL PROVIDE AT _ _� �} "' IT IS AGREED' THAT FIELD CONDITIONS MAY REQUIRE
W
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. AS BUILT
X97
4s CHANGES TO THESE PLANS.
L * . .
16.ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY �/ IVI IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER)
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED DECLARATION OF RESPONSIBLE CHARGE lE SECTION AA
i
WITH CITY OF [NCEN PP
ITA£ AROVED HYDROSEED MIXTURE. SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH
IIYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK I- HEREBY DECLARE THAT I AM THE. - ENGINEER OF WORK PCC CROSS
GUTTER CHANGES, ALTERATIONS OR ADDITIONS Ttr THESE PLANS W
ST ANE W ONG 21460 DATE NO SCALE WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR THIS PROJECT. THAT I HAVE EX,SRCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT 40 , w NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION
O . N
AS DEFINED IN SECTION 8703 OF THE BUSINESS AND Z Qq - OF -THE IMPROVEMENTS
PROFESSIONS CODE, AND THAT THE DESIGN IS 20' 201 F CS % / I FURTHER AGREE
TO COMMENCE WORK ON ANY Z
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS CONSISTENT WITH CURRENT STANDARDS. 8' 12' 12' g z
w y % IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING
AS SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS _ - - 24' I Z� CITY RIGHT - OF - WAY WITHIN
60 DAYS AFTER ISSUANCE OF
AS STATED IN THE FINAL NOTICE OF APPROVAL FOR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS w AND SPECIFICATIONS
BY THE CITY OF ENCINITAS I3
ENCINITAS FIRE DEPARTMENT ;n v
TN 90 - 163 AND THE STANDARDS FOR PRIVATE STREETS. �� THE CONSTRUCTION PERMIT AND TO PURSUE
SUCH WORK
__ -- 1i.
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, 1 q i >>Tl1 ACTIVELY ON EVERY ORMA WORKING
DAY UNTIL ..
�CVy.a k S �I Z- AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR 6 AC BERM SITE RFeT COMPLETED,
IRRESPECT
uAYNE P I AND INDEPENDENT OF ANY LLf
O, R.C.E.2577 E .PROJECT DESIGN. 21'. 2"�• NE U
z• /• 2•l. O OTHER WORK ASS IATED WITH THIS PROJECT OR UNDER
• .� .. ; .. , '�K q MY CONTROL. Q
REVIEWED FOR CONFORMANCE WITH PRIVATE STREET 10'
STANDARDS: ASIA4 UR DATE ! 3 ■AC ON 6' 4811 .... � W R g 0 7ER 'PVC �� OWNER: t!
z
�A� CL Ir BASE i J � H RON HADLEY , CONSERVATOR
C 0 EER R.C.E. 7 DAT� WAYNE P CO, ` RCE 29577 DA E J CARDIFF SANITATION DISTRICT �' PROP. 8■ PVC SEWER
� aFf F C V) O
QE( 4 M / RICHARD B.WIRO, A SINGLE MAN, A CONSERVATEE, PURSUANT
EXP. 3 -31 -95 'VOLT 0 TO PROCEEDINGS HAD IN THE SAN DIEGO COUNTY, SUPERIOR (n Z
CONTRACTOR TO EXPOSE AND VERIFY ALL EXISTING UNDERGROUND ; ON ON S TE PRIVATE STREET (CAL SECTION f COURT, CASE N0.PN
-2802, WHEREIN LETTERS OF CONSERVATOR- LJJ
VI CINITY MA P SHIP WERE ISSUED ON JUNE 15, 1984 NAMING VERNICE R.
NICKERSON, AS CONSERVATOR OF THE ESTATE OF SAID W W W
FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY 1 1� F (� _ 1 STA.1t2soo- 2�4s.2o NO SCALE CONSERVATEE,AS
OWNER. Z � z
LAJw. - `J " 7- •'I,{� NO SCALE
ENGINEER OF WORK IF CONFLICTS EXIST. - SIGNATURE DATE WATER MAIN EXTENSION NO. 177 z �
O
zo =-
REVISIONS APPROVED DATE REFERENCES DATE MAW SCALE OLIVENHAIN MUNICIPAL WATER DISTRICT Y AP�lIO+VAIL$ CITY OF
ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Ll Q 0-
AS 0111L G 2 -lL OEscweTw& CHI S.SQJN TOP HCIWL MARKED W/ WA TER WOR APPR EERINGOORP. PLANS PREPARED UNDER SUPERVISION OF
APPROVED IMPROVEMENT PLANS FOR: