1990-724 R (Plans) �I ONlK
DECLARAT OF RESPONSIBLE CHARGE TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, `- { N A I N LL , R BE DONE ACCORDING
TO THESE PLANS, THE CURRENT
��1'I1'O Df' �
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE CITY OF ENCINITAS ENGINEERING DEPARTMENT
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND / PUBLIC \ STANDARDS AND SPECIFICATIONS
AND STANDARD
PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ` ) REFERENCE DRAWINGS.
STANDARDS. 2
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND �� 3
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW Qf
ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY ` �RR
RESPONSIBILITIES FOR PROJECT DESIGN. 3Q BQ WIDE LANE _g QUANTITY I I Fl D. �. V I MVO I
PER TM.4376-1 A.C. pA ( `I _
OGAN ENGINEERING V 3 �j 3/, 3.50 ✓./. Qr N f tNV1:I1f1�N I - - -- -
:65 FIRST STREET, STE. A J 05 ,.y
NCI TAS, CA 2024 Q 6X/67 QO 'PSA
P /TE P6690 `n Qr
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BY: DATE: _ l �� / EA ------------------
RcE NO.: 39720 EXP. DATE: 12- 31- 93 OLMENHA/A/ FARMS ROAD / CC QDV�N(;N� 5E0 /l0 L.F Z4 R.C.P. —
— — — — — — — — _
Ess, e. �o� — 4250 S. f. BRIDGE QBll�f I MEND
—
�R %, /,440 S.F. BRIDGE (by oT HE95) ------ - - - - -- --
' PAVEMENT Q89398 354 L.F. 8" PVC.SGWER (P R IYAT C) - - - - - - - - -
-
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tseir 24 ----------------
EtA 124M gQ�N 00 P�N9TE 9EWE� Iu9TEK 9EkY /CES. - - - - - D - 30 - - -
— 1 EA. STRA /6NT hl E/�pIGILL — — — —
, 41f � +\' / O / 10 5EE SHEETS' 045 /Z' OStE T EO .GU4=9;P
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9ROOkSIDE DEVELOPMER'l M4P 1233 xisr zs'
/TY ESM7. �
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS
T.k1. 4376 -I p,, 90 W3Z5
PLAN SATIIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF - �CONNECTI� LE6EN
APPROVAL FOR TPM 99 -292 AND THE STANDARDS FOR PRIVATE STREETS KEY MAP 4E0EN0
EX /B UNE F?EK I I
KCB MAP EX,STlA�K'
/VATERMA/N —W—
EX167 /ASS' 6vw_------ - - -� —� (9
�GLAS E. LOGAN, R.C.E. 39726 DATE // sE�ER (PR�rA7E) —s— f/N/SH 6RAGlE- - - - -
DEU F /RE HYDRANT AC SCALE I = IDD MMMOVr
EXP. DATE 12 -31 -93 —� Sr/INa4flON
ZWA/NABE 01)MMMAl � eouNa,R, PROPERTY L /EVE_ _ _
40 PRlom ROAD N71, rzevaqvw/oo
REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: EDGE OF EASEMENT C OFF5 1 7E] Smn L CUT SLOPE
C[EAN -OY/T � 2d' I
FILL SLOPE (Z:/ AUX.)_______
jw Le 4c.1 *Ito( /41-t
7 I I
CITY ENGINEER, R.C.E. DATE C4MIN0
DEL J (G_5) EX /5T �o
A. C. 57AY47M4 SECT /OYV
l�u� BR001lSID[ L____r 3 "A.C. /4 "A.B. CL.II MMN/.KM
LANE SEE S6VfS AL AV7£S NO. Z f /2 WATER IMPROVEMENTS PER OLIVENHAIN MW. D
Q NiNa p ' SPECIFICATIONS AND OR STANDARD DRAWINGS
V l I I AL 8[c l 101 ~ o 1 10MIN [A J H COWSTAK/CT /ON ar Pvc im 7w Ammq CCASS eOO _w-vv-
n p ( SCAIb rr ( 1I CONSTir(/C7W Ac' GATE NILY� AJSEAMLY a " o ✓ I
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON ` �C� ST 1 + 00 10 8 +50 .. (OFF$1�1-
PORTION) I�/l/T - � �
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS Q` COWS7All'�tTi+oW O r AI A45CAMILY �
F•N.
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK N
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, COWSMUMWOrAIAA#JAL A/WAW494SEASSEAWLY — �M�'
0
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH CONSTil1JC7/ON 0)I7EA�
q N
THIS PROJECT OR UNDER MY CONTROL.
CONSTRUCT /ON Of CAPASSEMbLY —�
d0' P.Q /SATE ROAD EASEMENT
ciwdER: c - 5 ' DATE: -7-1 9 1 _ PEP FIA/AL. MAP CON- 617E) C0Alf7X[/CTAaA/ OF MMTEA' SEPACC —
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0LIV6e14A%V4 FA ZMg RICK 17L1Y
NO SUL ADDRESS: 2'40? !L'iw�.s�. ►.d>t. ultiNli MA CY INSTiAGC7NONOFBLOIV- OFFASSEMBLY
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CARD /FF SAN /TAT /ON Af r""I" OLNENHAIN MUNUPAL ER DISTRICT' O.M.W.D. REVI IONS � w
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WATER WORKS APPROVAL t 7 bN w. �a- / -Y/ cn Z
AP by: ENGINEERING
kog C�tPO� RAON ,. 1 /o -/ - �/ W Lj w W
APPROVED BY PA .C.E. 4t63t &TV JOE NUMEER Q
Z
NC _
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SPECIAL DIET VCT APM"ALS CITY OF ENOW4TAS PUBLIC
WORKS DEPARTMENT DRAWING N0. W Q Ci.
A5 UIIX - OQ GG -0 9-4 -W CH15.5Q• l DWL M120. I- L CAM µµllli4lyy -- lL FR. PL NS PREPA D UNDER SUPERVISION
OF RECD E / IDED INI uY N r0 -R A TPM 80 -05,
77
2 A5 6 llff 4 5EWE2 WATER - I.P. 90-05S 1 - -89 P5T• 5X COR• INT. INO DEL MOVE-
RQNGNO MT F L RD. 23 w/0 QANOO SA HORIZONTAL DATE : - 2(o-,31 FC- RD. 5/o E LCAMwO DEL ROM . NSA
®Y IOU WE ROAD
VERTICAL R.C.E. NO.: 9�72G p p, p ) Qq X724 -/t
6LEV.= 119.4 U•5 66 D LANGEE�GAU EXP. IZ - 3 1 90 WORK PROJECT NO. ill. 0 CAL.000R. 3 2 -I10I
SHEET I OF
GENERAL NOTES SEWE NOTES _ OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS PUBLIC "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1.
WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE �
WORKS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE DECEMBER, 1987 STANDARDS
OF THE OLIVENHAIN MUNICIPAL WATER W Z SEE IOUIV
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD
SHEc`T ¢
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. of
ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL
M /N,
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
PROVISIONS." 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S 1119174M MA /N
INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 - 48 HOURS IN \ / •
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT ADVANCE OF WORK. \ / �JZZ /r QE/V� PE3T?A
/d/Ep JO /NT.4
BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE
NOTED. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTER
LINE /` /N /,SH 994,04F SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 2. PIPE AND BEDDING CONDITIONS. FINISH
GRADE OF STREET.
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK
BENEATH THE PIPE. 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4
-INCH HIGH
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE - - r
„ „ f7F_
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE LETTER W SHALL BE CHISELED IN TOP OF EXISTING CURB
OR
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, IMPRINTED IN NEW CURB
AT ALL WATER SERVICE CROSSINGS.
NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR WATER MA
/N /�QQ T I
MEASURES TOEPROTEC CON TRACTO R T IS REQUI ED TO T AKE AKE PR HEREON NN MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. 5. MANUAL
AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND 70 24 M O M I J
BLOW -OFFS ALL LOW POINTS IN THE WATER MAIN PROFILE. ZZ ND ✓O/ I 8 / CL ZOO
TS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF FIRE HYDRANTS
PIPE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. '
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 6. UNLESS
OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL -J � M.J. @ T?gN5 /T /O�v
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS
OF FROM 8 "D/.f. TO 8"P!!
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEWERS, SEWER EXISTING MAINS
SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE DISTRICT
SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF 501*0 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION PRESENCE
OF THE ENGINEER. AIR PRESSURE TEST SHALL BE ANY SHUTDOWN. !T[
OF EXISTING FACILITIES. USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR
7. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17.
HIGH- LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS.
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT POURED IN PLACE MANHOLE BASES SHALL BE MONOLITHIC POUR
H AN hfdl# ,41 gilPef�NOS
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE 8. LINE VALVES,
WHERE REQUIRED, AT STREET INTERSECTIONS SHALL BE
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH LOCATED ON THE PROLONGATION
OF STREET RIGHT -OF -WAY WHENEVER
PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND LOCATION OF INSPECTOR'S APPROVAL. POSSIBLE. NO
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT,
SEE DETA /G
A. SEWERS - 944 - 5079 -, CA2DtFF SaNtT/afioN DI5712ICT AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO ARE TO BE INSTALLED
AT LOCATIONS SPECIFIED BY THE FIRE /(
MANHOLE. DISTRICT. ry
B. GAS & ELECTRIC - (800) 422 -4133 S.D.G.& E.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH "OSHA
". „ W 8 2 g
C. WATER - 753- Cn4folo N O.M . W. D . TYPE A. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, / -5
641WAI AFTE�P -�
SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. „ fABQ /CQT/
D. TELEPHONE - (800) 422 -4133 PACIFIC BELL 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH
8 Z �lN3UL9T /NG LEEVE
MINIMUM COVER. AA10 �'1G9SH 711900 X /- l0 " ySROD �
E. CABLE TV - (800) 422 -4133 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., , � �
W X (TH E//DfDBOTHENOS
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS
/L /NG PO T
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE
OF SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER
TOTAL 2 (W /3 HE.INUT6
THE ABOVE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED WO PE�Q.40D
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS.
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
9. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN 12. ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL
OR 3
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW
ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE USE. PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN nl -
EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE WATER SYSTEM
SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
INSTALLATION. THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF +
10. PAVING SHALL NOT BE PERMITTED UNTIL EXISTING POWER POLES ARE _
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION PIPE SHALL BE USED AS
THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. rr
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM.
//. THE CONTRACTOR ✓^H4LL REQUEST FROM THE C/TYENG /NEE�'OFF /CE 4 FOR INSPECTION OF PROJECT. - - - - -- -
PRE - CONSTRUCT /ON MEET /N6 ANO SHILL PROIUDE AT GEAST 4& HOURS -- --- -- : E vil
OF NOT /CE FOfI S!/CH A i19EET /NB. 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY DEPARTMENT OF
DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF „
PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING PUBLIC VALVES. 8 AD. S N ADJU✓?ABCE ROI,(�,? NANC�Q
/�o 'MAX. C/C P /PE ✓�UP,
THE MQX
/2. STiR//C7114L SECT /ON X1100 /S THE M /N /�L1UM SECT /ON RERU /RED. RIGHTS-OF-WAY. 56C S «<FFF FOR MAX /MUM H<I
Q 5 „'yN
THE F/N.4L STRGL"T!/RAL SECTI•GYV `V /LL BE idWeP ON " "p {�qL!/E 7f57� 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED
BY PRO E MiN /MUM H4N� C,�IPAC /TY =
PERFORMED AT LOC/IT/OAIX APPROVED BY TJYE C/TY E 6 /NEER. 13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL THE STANDARD
SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO Z400 LBS.
ACCEPTANCE OF THE WORK. THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. N METAL /C
14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK
BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH //
WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN W,4l�R AN / (2114 719# ME SO DOING, THAT MAY
PROVE DEFECTIVE IN WORKMANSHIP AND /OR 8
MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE NO SCALE
WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND
TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION N
TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS O
LOCATED IN PUBLIC RIGHT -OF -WAY. (� O N
CITY OF ESCONDIDO- SEWER OUTFALL NOTES ik
Z �, O „ work f City shall be notified a minimum of 24 hours prior to
work commencing on or adjacent to any City manhole. yf49.7 9 R/OGEBYT.M. ENG /NEDRS /rVC_
ZZ � -`\ ,��,�• C / 7- 23 -9/, / =Q" vhf J
Manholes shall be changed in elevation in accordance with �`' p�,,�' _\ Z
City Standard Drawings and Specifications and to the /P ���00 ��� 1�oY' �qo N �h�
W
satisfaction of the City Utilities Engineer. ��• 0' O \, �.
\ 0 METAG E R.41L/
2. �v
3 Access for City maintenance personnel shall be maintained TYP /E = g5.0 / 2 M /N. CODE
z
to all City manholes. I/
CONSTRUCT S7R�1 /GHT _
- 6491V 80,40 _ HEADFY/1LL PER D -30 Z U
4 Depth of cover over the City land outfall shall be a Za/
maximum of 21 feet and minimum of 4 feet.
W W w w 8 "WATER x x x x //O G.F.
W W
• 22- C /350 -D W.3 = 88 5 W
5 The land outfall shall be Flagged and its location made z Q
PROR�SEO P D
visible within the limits of work.
• •
8° WATER MA /N SEE WATER MA /N � o �
�• 9Tq. /0t55.d PER 6. N° 0724 -6 CU LLI
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WRrERWIAl EXTE/VS /O/V NO, 185 (D L)
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REVISIO APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS
Ul CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Li Q I
h DRAINq � 1 • SEE ONSET N° 1 PL NS / PREPARED UNDER SUPERVISION OF RECOMMENDED IM PROVUGNT PLANS FOR
PRIVATE TPM 90 -053
N 9 HORIZONTAL N / 2(P-5 BY:
5EE SHEC -T N . DATE : 7- 2fo-
VERTICAL � /'4 R.C.E. NO.: 3270(p 011VIRWAI u FARMS ROAD 0 7Z4 -R
EN EER 12 -31 -g3
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