1997-5007 I (Plans) POTABLE WATER NOTES RECLAIMED WATER NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
SAN DIEGUITO WATER DISTRICT
CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS RULES AND REGULATIONS.
OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY
OF RECLAIMED WATER.
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED
WATER
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE ENCROACHMENT ON PUBLIC FACIUTIES SUCH AS PICNIC TABLES, BBQ
?S,
PLAYGROUNDS, SAND TOT LOTS, ETC.
2 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING
MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE 3. BEST MANAGEMENT PRACTICE SHALL BE USED TO ELIMINATE
OR CONTROL TO THE
SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER BEST EXTENT POSSIBLE PONDING, RUN -OFF, OVER -SPRAY AND MISTING.
PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL 4. HOSE BIBS ARE STRICTLY PROHIBITED.
ARRANGEMENTS FOR HIGH LINING, TEMPORARY SERVICES,
ETC., PRIOR TO SHUTDOWN. 94 5. ON SITE CROSS - CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE
WATER LINES ARE STRICTLY PROHIBITED.
3 WIERE ELEVATIONS AND GRADES ARE NOT SHOWN ON 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED
WITHOUT PRIOR APPROVAL
THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48
OF THE SAN DIEGUITO WATER DISTRICT.
INCHES BELOW CENTER LINE FINISH GRADE OF STREET.
7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE SAN DIEGUITO WATER
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. DISTRICT RULES AND REGULATIONS.
5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE 8. HOURS FOR IRRIGATION WITH RECLAIMED WATER
ARE FROM 10:00 PM TO 6:00 AM.
AND METER BOX FOR EACH RESIDENTIAL LOT. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECLAIMED WATER
MAY BE
MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM DISINFECTED TERTIARY RECLAIMED WATER SHALL BE UNDER
THE SUPERVISION OF THE
THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER
OF A LESSER QUALITY
THAN DISINFECTED TERTIARY RECLAIMED WATER SHALL BE BETWEEN THE HOURS OF
7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO 10:00 PM TO 6:00 AM.
SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE
SAN DIEGUITO WATER DISTRICT
SIDEWALK EXISTS OR WILL BE CONSTRUCTED. CITY OF RULES ND REGULATIONS
PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN sf SITE 10. NON - DESIGNATED USE AREAS SHALL BE
PROTECTED FROM CONTACT W774 RECLAIMED
WATER MAIN. • L WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH
r IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN,
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM b CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS
STRICTLY PROHIBITED
THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING
CITY RIGHTS -OF -WAY. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER - SPRAYING
ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS.
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN
WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY e � 12. RECLAIMED WATER QUICK COUPLING VALVES
SHALL BE OF A TYPE DESIGNED FOR
RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES
NOT
PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES)
PER SAN DIEGUITO
CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED aia�rr� WATER DISTRICT RULES AND REGULATIONS
AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT " 13. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES
(SPRINKLER HEADS, VALVE
OFFICE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION
4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE.
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL
ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE
WARNING, NON - POTABLE OR
CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS RECLAIMED WATER COLOR -CODED (PURPLE) AND LAID WITH WARNING
TAPE AND
STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGUITO
12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION VICINITY MAP WATER DISTRICT RULES AND REGULATIONS
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK
TO ARRANGE FOR INSPECTION OF PROJECT. NO SCALE 15. ON NEW ON -SITE SYSTEMS (POST - METER), POTABLE WATER,
CONSTANT PRESSURE
RECLAIMED WATER, AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR (4)
IJ FILL AREAS MUST BE COMPACTED TO 9OX PRIOR TO PIPE ill FEET APART OR AS DIRECTED BY THE PROJECT ENGINEERING,
AND /OR REGULATORY
INSTALLATION. AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE
CENTERLINES.
14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT 16. CONSTANT PRESSURE RECLAIMED WATER LINES SHALL
CROSS AT LtAST TWELVE (12)
DOES NOT CONSTITUTE A REPRESENTATION AS TO THE INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST
TWELVE (12)
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES.
NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
STRUCTURE WI THIN THE LIMITS OF THIS PROJECT. 17 IF A CONSTANT PRESSURE RECLAIMED WATER LINE MUST BE INSTALLED
ABOVE A
15 ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, \ POTABLE WATER LINE OR LESS THAN TWELVE (12)
INCHES BELOW A POTABLE WATER
LINE, THEN THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED
I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED , PROTECTIVE SLEEVE AS PER THE SAN DIEGUITO WATER DISTRICT
RULES AND
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR REGULATIONS.
PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. 18. DEVELOPER /CONTRACTORS SHALL CONDUCT A CROSS - CONNECTION
TEST AND
ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS COVERAGE TEST AS DIRECTED BY THE SAN DIEGUITO WATER DISTRICT
AND /OR SAN
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR
TO ANY
WATER DISTRICT. USE OF RECLAIMED WATER. 1
19. THE REQUIRED CROSS- CONNECTION INSPECTION SHALL BE DONE BY EITHER 7HE SAN
16 WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT
OF
SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE
FORWARDED TO
TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ---� THE NON - INSPECTING PARTY.
ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY
RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. 20. SHOW THE DESIGN AND LOCATIONS PROPOSED FOR RECLAIMED
WATER "DO NOT
REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACK- DRINK" SIGNS ON THE PLANS.
FLOW DEVICE ARE RESPONSIBILITY OF OWNER.
21. WHEN RECLAIMED WATER BECOMES AVAILABLE, AN ON -SITE USER /SUPERVISOR MALL
17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE
FAMILIAR WITH PLUMBING
WITH
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND � SYSTEMS WITHIN THE PROPERTY, TH THE BASIC CONCEPTS OF
BACKFLOW /CROSS
ELECTRIC VAULTS. CONNECTION PROTECTION, THE RECLAIMED WATER SURVEYOR'S RULES AND
REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF THE RECLAIMED WATER SYSTEM.
M UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL
BE PROVIDED
WHEN PARALLELING WATER SERVICES. EN
TO THE SAN VIRONMENTAL HE AO TI WA� VC DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF
. C AND DEVELOPER ARE RESPONSIBLE TO `
9 CO INDEX MAP IN CASE OF EMERGENCY CONTACT AT
RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT NAME PHONE NUMBER
METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED SCALE 1"=300'
BY THEIR PROJECT.
OR AFTER HOURS CONTACT AT
20 CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING NAME PHONE NUMBER
THAT ANY ASBESTOS WATER PIPES REMOVED FROM e
THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE 22. ALL PUBLIC AND PRIVATE WATER MAINS WITHIN 60 FEET OF A
RECLAIMED WATER a
DIVISION. CROSSING SHALL BE SHOWN ON THE PLANS.
21. ALL DEFLECTIONS (HORZ. AND VERT.) SHALL BE MADE
WITH HIGH DEFLECTION COUPLINGS PER SPECIFICATIONS.
NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED BASIS OF BEARINGS.
22. FIRE HYDRANTS SHALL BE INSTALLED PER SAN DIEGUITO THE BASIS OF BEARINGS FOR THIS SURVEY IS
J
WATER DISTRICT AND THE ENCINITAS FIRE DEPARTMENT
STANDARDS. THE CALIFORNIA COORDINATE SYSTEM NAD 83, o
ZONE 6, GRID BEARING BETWEEN STATIONS UNDERGROUND SERVICE ALERT
7 R1800 48 +61 EC" AND 7 R1800 58 +75 BC" CL
23. PROVIDE REFLECTIVE "BLUE DOT' FIRE HYDRANT MARKERS. a
MARKERS SHALL BE INSTALLED 4" INCHES FROM CENTER LINE ALONG THE CENTERLINE OF EL CAM/NO REAL
ON FIRE HYDRANT SIDE. CORNERS REQUIRE TWO (2) MARKERS, AS SAID STATIONS ARE PUBL/SNED IN THE CITY �' CaII:ToII FREE
ONE FROM EACH DIRECTION. OF ENCINITAS HORIZONTAL CONTROL BOOK,
i.e. N 0 °2538" E. SAID BEARING AND THE 1 -800
ASSESSOR'S PARCEL NUMBERS BEARINGS SHOWN HEREON ARE IN TERMS OF 422 -4133
C"TY OF SAN 01W THE CALIFORNIA COORDINATE SYSTEM NAD 83,
DEPARTMMVT OF ENVIRONMENTAL HEALTH 254- 200 -04, 31, 32, 34, 35, 37, 38. 13
254 - 201 -06, , IDENTIFIE o
15, 16. ZONE 6. TWO WORKING DAYS BEFORE YOU DIG ��° °,�L��[n]� DL��/I�I��Ir- t1VU�U�1� MAP DATE
R 2 0
255 - 011 -06, 07 DATE OF LATEST CHANGE TO THIS MAP O
THE COMBINED SCALE FACTOR AT STATION 'CAUTION ": Remember that the USA Center U
01 /09/97 BY: W 257 - 010 - 01, 34, 36, 37. notifies only those utilities
belongin to
APPROVED BY. C �- 257- 020 -02 R1800 58 +75 BC 1S 0.99996478 (GRID the center. There could be other utiliti
DATE OF THIS PLOT o
_ _ DISTANCE = GROUND DISTANCE X COMBINED present at the work site. The center will 6r0431 �J E NC(�I INAS,
gu ITE 100 DA 1F: I - 257 -04 24. SCALE FACTOR). inform you of whom they will notify. AAD, CA LIFORNIA
92009 U.S.A. 0 61 5600 FAX (619) 431 -9020 W
DESIGNED RT771___D ��EQKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: Q �afE SS R J. G. J. .J. M. APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. m 2�
DESCRIPTION: _ TOP OF BRASS _DISK unsater ���� °' �"�, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED Y:
PLANS FOR TM 94 -066
IN WELL MONUMENT. HORIZONTAL: AS SHOWN �j
- I �2
LOCATION _ STA. 64 +24 EL CAMINO RE AL ; � 3 ��� A DATE: _ �z BY: __ BY: FIL IRRIG PLANS
5007 RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssocieres Irvine, Inc. 38474 POND LL G a W
,� rj.
CONTROL PAG 105 pr nnas . En . sur -yhw 'rF 0 I �� DRU �A !RS
R.C.E. N0: DATE: DATE: - -1 _
- ELEVATION: 120.20 DATUM: M.S.L 3HWHBS I e.nx R CALIFORNIA "M (M) O °F cA0 REGISTERED CIVIL ENGINEER EXP: 31 31197 TITLE
SHEET & LEGEND SHEET 1 OF 3 3 W
K: \D T\ 1774 \5 \IRR \POND I. DWG
RESPONSrBltrrr OF AFV UWTOwMC£ OF I EASEMENT
°
THE 4" MWTER METER BY SD.W.D. ENDS AT THE I
DOWNSTREAM METER FIANCE.
PUBLIC Q 5 7 5 Q 5
R. 0. W. 3 3 MATERIALS
Q TATION STYE VWTP -2x00 -5-120
3 I 4 1 8" TO 4" D.I. 01 REDUCER FLG x FLG
MINIMUM 10 ANY 1D PRODUCE- 2x00 GPM • 110 qi
2 90' D.l. ELL FLG x FLG OBSTRUC 1ON REQUIRED PUMP LENGTH: 10' --0' SET NOT OOWM4ED
I - - BY NATIONAL ELECTRIC HIORSEPOWERS: (PM) 3 (1 M 2) n rr 3) T3 ) 73
AV w wt it wt CODE >n ANY PUMP ors�iARCE s �PMj z (1) d (2) d ( 4 (3) d (4) r
3 D. I. SPOOL FLG x FLG (MIN. 20') ,, ' � � OBSTRUCTION REQUIRED
PUMP fSIALAWN WLVES: (PM) r 1) a" 2) e" 3) or 4 @'
)
I • Q 9 9 - 3 4 90' D.l. ELL FLG x FLG 42"- -- 4 � T)ONAL ELECTRI PUMP CHECK VALVE
SOM- (PM) T (1) � (2) r (3) � (4) 0
- 5 RESIUENT WEDGE GATE VALVES PER SDWD STDS - RELIEF O LD s¢E: 1r
. - -- STATION isotATloN %WVE e' BllITERfL Qfi1R OPERATED
-1- 12' INN. -� 2 (EPDXY LINED do COATED - NO 0. S. 8• Y.) 72X 72X 16 a „ CD AWN DISCONNECT
OW AIiPS
A BOV E FLOW 6 POWER
PACK. 5 KW4
317 KVA, 4Q+0 V, 00 HZ 3 PHASE
FLOW C e' x 12' BASE GRG 1.. BRONZE MAGNETIC DRIVE METER. SENSUS MODEL W -1000 ORS 1@, PO WE
4 C NRCETE 7 U.S.C. - APPROVED REDUCED PRESSURE DEWCE W/ d O F'LOWMETER: 8" PIPE -14 GPM)
` FILTRATION: A~ /36 -20-14 M71H 50 MESH SCREEN PROFILE
TWO RESILIENT WEDGE GATE VALVES (EPDXY LINED & 8' -2' 11 � LAKE SCREE)W. MODEL LS- D
40 WITH 30" oa AA�PTER CLA
CONCRETE ANCHOR BLOCK N.T.S. 1 /2'VOL
8' CART
LATERAL 70 TRENCH ExTREi�mES CARTED) CERTIFICATION IS REQUIRED ** • t E)fHr1UST FAN REQUIREMENT TOTAL
TO 90 4@00 CFM
o @• ► d ;�
FROM MAINLINE O D OF P FE OR 8 SOLENOID CONTROL VALVE 49 "
A f SHPT LOOSE
I i 9 2' GALVANIZED ADJUSTABLE PIPE SUPPORT AND FLOOR FLANGE
FLOW (ITT GRINNELL OR APPROVED EQUAL) @' arMETE>:� L A 1 Ir 49'
o O o 10 VICTAUUC COUPLING
WITH MESH
• • ' 11 7. x 12" CONCRETE SUPPORT � BY OTHERS 9.75"
I 5 +. 30'0.0. CLAMP
POWER Aa4PTOR
@"D5R
A 10x@ RED. FL
2"10L
PUN rlSD VALVE
N.T.S. -- 21" o o
m
i 8-
2or r I -BEAM 1 O
6 ,
INV. EL = 289.60 - - -- - 18 - - - I
21' -3'
7.5" x t 2' BAS A SSE �
3 NOT OONFA@ED
470 -C -2000 — _ . •• /
CONCRETE SUPPORT ,.,'
- I-- _:� POTABLE WATER
W.S. EL = 286.60 I'-rWA RN aUAVar FRW MET11Eu
SECTION A —A
N.T.S.
A
RECLAIMED WATER
PUMP STATION
N.T.S.
TRENCH INV. EL 2 74. 10 N.
1'
TRENCH A
WIDTH
UNDISTURBED
X•
OUTLET SUPPORT PROFILE
X•
N.T.S.
ANCHORS
V.C.P. SEWER MAIN 12" 6'
TY .
B
SECTION A -A - J 6 " 2.75'
12" UNDISTURBED %O 2
SOIL
d d .
' N • ' • ^ SAND , • ' d • ° ' , � •
BACKF/LL . • VARIES m
A f . • d
d " 1
A
12"
2@7t
SECTION B –B w.& EL -
3 MIN. CLEARANCE BETWEEN SECTION A A = a
REINFORCING STEEL AND EDGE
OF CONCRETE - 3" TYPICAL N.T.S. 2
PIPE PIPE X
SLOPE SLOPE D I S TANCE SUS TURBINE @4' WET WELL
SKID AND PUMP
1001[ 1:1 12' �
66.6X 1 -112:1 14' 14 BARS J
J
�L
50% 2:1 16' 6" C. C.
401r 2 -112:1 18' -
33.31C 3.1 20' TYPICAL
NOTES: REINFORCING STEEL PATTERN
1. PIPE ANCHORS REQUIRED ON ALL SLOPES OF 3:1 OR STEEPER BOTTOM of LAKE EL 2 a9t PUMP STATION PROFILE
2. ANCHOR SHALL EXTEND 12" INTO NATURAL UNDISTURBED SOIL N.T.S.
3. CONCRETE SHALL BE CLASS 'A'.
4. ANCHORS FOR TR4PAZOIDAL TRENCH SECTIONS WILL CONFORM TO
TO TRENCH CROSS SECTION AND EXTEND 12" INTO UNDISTURBED SOIL
2 O
MAP DATE IDENTIFIER
DATE OF LATEST CHANGE TO THIS MAP •.
� O
01/13/97 BY: K.R.
DATE OF THIS PLOT uj
01/13/97
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: oFESSr D .J.M. M.J. .J. M.
APPROVALS C ITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. co
DESCRIPTION:_ TO OF B DISK unseter ����'o�J' �,�, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP
VED B PLANS FOR CONSTRUCTION OF TM 94 -066
IN WE _ MONUMENT. (�,
HORIZONTAL: AS SHOWN " 1�J .. S -�
LOCATION: _ STA. 64 +24 EL CAM/NO REAL NO. 38474 m DATE: _ _ - BY: ___. BY: POND FILL IRRIGATION
LINES 007
� A - - -- - 1�
RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssocixtes Irvine, Inc, Ems. 3/31 /97 R.C.E. NO: 38474
Z-3 �R7
CONTROL PAGE 105 �r CIVIL DRU J. MAYERS DATE: DATE: —_ DETAIL SHEET
ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CIVIL ENGINEER EXP. /31/97 R.C.E. R.C.E.
SHEET 2 OF 3 3
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• 6 CONSTRUCTION NOTES
+� ;
s4 �� , ���.,. �� � � � � of ry ,
QOI.l I
,� �i ;1 '� �.8• • . ti O INSTALL m P.V.C. PIPE CLASS 150 DOMESTIC WATER LINE PER
S. D. W. D. STANDARDS.
8" RECLAIMED wATER & 16" W .� s ; �, 2� • . ��,
PER LEUCADIA BLVD. DWGj 4457 4 k.
t 1 f . • �� �, A°., 2 INSTALL 6" P.V.C. PIPE CLASS 150 RECLAIMED WATER LINE PER
S. D. W. D. STANDARDS.
s� g J �` • . 3 CONST. REINFORCED CONCRETE SLOPE ANCHORS PER DETAIL ON. SHEET 2.
• ® CONST. CONCRETE PIPE SUPPORTS PER DETAILS ON SHEET 2.
J
_
1
O
-f-TT - ___ MAP DATE I
cs \ c� T. DATE OF LATEST CWWGE TO THIS kw � O
`' f l r 01/13/97 9Y: K.R. p ••
DATE OF THIS PLOT Lu
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: �pFESSf EsDN. ��• H D.JEM
R APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO.
10 m
ok,
- - - -- DESCRIPTION: _ TOP OF BRASS DISK unsater ��`P . �" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
BY: APPROVED Y: TM 94 -066
IN WELL MONUMENT_ _ SHOWN
`= PLANS FOR CONSTRUCTION OF
HORIZONTAL: AS _ - i
LOCATION: _ S TA._ 64 ±24_ EL CAMINO _REAL a � DATE: _. BY: _ BY: POND FILL IRRIGATION LINES
S 00 7 — I
- -
RECORDED FROM:_.. �•L)_- _�_YERTIC�_ _ VERTICAL: _ AS_SWN ssociatcs Irc7nq Ina R.C.E. N0: 474
CONTROL HO_
PAGt_ __ 105_ _ AS SHOWN - rr.�,,,� . �s,�,i„s . s�►�+av _._ _ _3.8. - ?
_ _ CIVIL � CL f DRU J. MAYERS DATE: – - - - - -- _ _ _ DATE: _ Z' L_ - - _ PLAN AND PROFILE
SHEET . 0
F o
ELEVATION: 120. 20___ DATUM: __ M. __ REGISTERED CIVIL ENGINEER EXP: _ _ _ R.C.E. __ ___ __ __ _ _ R.C.E.-
_ -- ___ _ _ __ HEET 3 OF 3 3 W Zw
L: \ Encinitas Ronch \ IMP\ POND_ IRR\ SHT03. DWG