2005-9283 I (Plans) GENERAL NOTES GENERAL NOTES CONTE UED... LWD SEWER NOTES LEGAL DESCRIPTION WORK TO BE DONE
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. LWD APPROVAL OF THESE
PLANS DOES NOT RELIEVE THE PARCEL 4 OF PARCEL MAP 2143, FILED DECEM 6 1973 AS IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO , BE DONE ACCORDING TO
THESE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), APPLICANT, PRIVATE ENGINEER
OF WORK, OR CONTRACTOR FILE N0. 73- 338045 OF OFFICIAL RECORDS FILED IN THE PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT` OF PUBLIC WORKS STANDARD
STREET RIGHT -OF -WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE AND OMISSIONS DISCOVERED DURING OR AFTER STREETS AND STANDARDS
REFERENCE DRAWINGS. Q
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO CONSTRUCTION.
EXCEPTING THE SOUTHWESTERLY 10' THEREOF S.D.C. = SAN DIEGO COUNTY
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). S.D.W.D. = SAN DIEGUITO WATER
DISTRICT D
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL S.D.P. =
SAN DIEGO PRECAST
CONSTRUCTION. (PUBLIC) 25 OF ENCINITAS STRUCTUR AND AS APPROVED BY THE CITY CITY CONFORM STANDARDS THE A.P.N.: 254 - 111
-58 S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. "A" VALUE TESTS SHALL BE REQUIRED PRIOR TO STANDARD SPECIFICATIONS FOR PUBLIC
WORKS ,,S ADDRESS ._.!
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD
LEGEND: -
PROJECT BOUNDARY. DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF 267 SANFORD ST THE QUANTITIES LISTED BELOW
ARE PROVIDED FOP REFERENCE ONLY AND DO NOT
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SANDIEGUITO WATER DISTRICT NOTES CONFLICT THE LWD SEWER STANDARDS GOVERN. ENCINITAS,
CA 92024 RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY QUANTITIES
AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES REQUIREMENTS SHALL BE FOLLOWED
AT ALL TIMES WITHOUT OWWE"ERMITTEE THIS PROJECT.
NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACYOF, THE EXCEPTION. FLOYD SUCH i 10h 'fM
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY NB LLC
NO. ITEM & STD. DWG. STDS SYMBOL
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS 4. THE CONTRACTOR SHALL HAVE A
COPY OF THE SEWER NOTES
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. OF THIS PROJECT. 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES.
1 INSTALL ROLLED CURB 6 GUTTER G -4
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FORA OWNER CERTIFICATE C
OLOR TO MATCH EXISTING CURB ON SANFORD ST.
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN,
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY I.E., LINE PARALLELING OR PROPOSED CONNECTION SHALL BE PERIOD OF ONE YEAR AFTER THE DATE
OF FINAL 2 INSTALL 1" WATER SERVICE LATERAL (WAS) WS -01 W C
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING ACCEPTANCE BY LWD AND SHALL
REPAIR OR REPLACE ANY
SHOWN ON THESE PLANS. WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR IT
IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 3 INSTALL 4" SEWER LATERAL S -13 S
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT THESE PLANS. q INSTALL
PCC DRIVEWAY APRON G -14
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN EXPENSE WHATSOEVER TO LWD.
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR DIEGUITO WATER DISTRICT. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A 5 INSTALL 4" AC PAVEMENT OVER 6" AG BASE N/A
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL REGISTERED CIVIL ENGINEER
MAKE SUCH CHANGES, ALTERATIONS OR
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR SECURE A LWD PERMIT FOR CONSTRUCTION
AND SHALL ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 6 #3 BACKING RIP RAP WITH FILTER FABRIC D -40
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, PROVIDE A MINIMUM OF 48 HOURS
NOTICE TO LWD PRIOR ARE NECESSARY FOR AND DESIRABLE FOP T PROPER COMPLETION OF
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY TO CONSTRUCTION.
THE IMPROVEMENTS. 7 CONCRETE BROW DITCH D -75
ACTUAL LOCATION OF EXISTING FACILITIES. THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET 8 INSTALL TRENCH RESURFACING N/A
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A I FURTHER AGREE TO COMMENCE
WORK ON AN IMPROVEMENTS SHOWN ON PER CITY OF ENCINITAS STDS.
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY REPRESENTATION OF THE ACCURACY
OF THE LOCATION OF, THESE PLANS WITHIN EXISTING CITY RIGHT-)F-WAY WITHIN 60 DAYS
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S OR THE EXISTENCE OR NON- EXISTENCE
OF, ANY AFTER ISSUANCE OF THE CONSTRUCTION PERhIT AND TO PURSUE SUCH SUBDIVISION BOUNDARY
AND SHALL COORDINATE HIS WORK WITH COMPANY EXPENSE. UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE WORK ACTIVELY ON EVERY
NORMAL WORKING LAY UNTIL COMPLETED,
REPRESENTATIVES. LIMITS OF THIS PROJECT. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH LOT LINE
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPERATION WHEN THIS PROJECT OR UNDER MY CONTROL
NOTICE. ALL ELECTRIC AND GAS SERVICES WITHIN PARALLELING WATER SERVICES. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE
EXISTING CONTOURS
THIS PROJECT ARE "UNDERGROUND LWD DISTRICT ENGINEER IN WRITING PRIOR TO PROPOSED CONTOURS -255
INSTALLATIONS ". FOR LOCATION OF 5. MINIMUM HORIZONTAL SEPERATION OF 10 -FEET REQUIRED BETWEEN CONSTRUCTION. /
ELECTRICAL CABLES AND GAS PIPING AND FIRE HYDRANTS AND SAN DIEGO GAS & ELECTRIC VAULTS. G( C� .SA 1#4 / 0 2 0 0 (. EXISTING
EASEMENT - - -
APPURTENANCES, CALL S.D.G.& E. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES FLOYD BU DATE PROPOSED EASEMENT
TELEPHONE' 1 800 422 -4133 (DIG ALERT) 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS SHALL ONLY BE DONE IN THE DIRECT PRESENCE
OF THE 17902 POINT REYES ST
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT LWD INSPECTOR. NEW SEWER SHALL
NOT BE CONNECTED OR FOUNTAIN VALLEY, CA 92078 CENTERLINE OF THE PARCEL THEY ARE SERVING. ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER
FINAL (714) 375 -2727
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD EXISTING SEWER
HIS WORK WITH COMPANY REPRESENTATIVES. NOTES INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. EXISTING WATER
- -
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT �� EXISTING GAS
PROJECT BOUNDARY ARE "UNDERGROUND 1. UTILITIES TO BE UNDERGROUND UNLESS IN LIEU OF FEE PAID ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN
AS 'rph lgfw ' sd DATE
INSTALLATIONS ". FOR LOCATION OF AND ACCEPTED BY CITY OF ENCINITAS APPROVED BY LWD ON THE PLANS, 17yJ2 POINT REYES ST
EXISTING EDGE OF PAVEMENT
CABLES AND APPURTENANCES CONTACT FOUNTAIN VALLEY CA 92078
PACIFIC BELL. 2. ALL PAVING FOR BOTH EXISTING AND PROPOSED STRUCTURAL 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB (714)
375 -2727 EXISTING MASONRY RETAINING WALL
TELEPHONE. 1 800 422 -4133 (DIG ALERT) SECTIONS OF PUBLIC STREETS SHALL COMPLY WITH THE FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR.
RECOMMENDATIONS AS STATED IN "EVALUATION OF EXISITNG EXISTING FENCE
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PAVEMENT, 267 SANFORD STREET (FRONTAGE OF SANFORD AND 12. A 10 GAGE SHIELDED COPPER
WIRE SHALL BE BURIED OVER STATEMENT OF ENGINEER DF WORK
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL HYGEIA STREET) , ENCINITAS, SAN DIEGO COUNTY, CA" PREPARED EACH LATERAL. THE WIRE
SHALL EXTEND UP TO A 2"
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. BY GEOSOILS, INC. DATED JANUARY 10, 2005,W, L45si - rx,sc COPPER TAG TIED AND SOLDERED
TO THE WIRE. THE TAG
OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
NOTICE: ALL WATER SERVICES WITHIN THIS SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. ENGINEER SHALL COMPLY WITH THE GENERALL
ACCEPTED STANDARDS AND
PROJECT BOUNDARY ARE "UNDERGROUND THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL PRACTICES OF THE ENGINEEER'S TRADE OR
PROFESSION. THE ENGINEER
INSTALLATIONS ". FOR LOCATION OF EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL FURTHER AGREES THAT THE WORK PERFORMED qEREIN
SHALL BE IN
WATER MAINS AND LATERALS CONTACT THEREAFTER BE BURIED AT THE POINT OF CONNECTION. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED
BY THE CITY
SAN DIEGUITO WATER DISTRICT. OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
TELEPHONE: 1 800 422 -4133 (DIG ALERT) 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF PERFOMED BY THE CITY OF ENCINITAS
IN IT CAPACITY AS A PUBLIC
DRIVEWAYS. ENTITY FOR THE PLANS PREPARED BY THE E GINEER IS NOT A
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW DETERMINATION
FF� ENCINITAS 0 F DESIGN, AND I IT L THEREFORE
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED PRESSURE AIR TESTED, AND TELEVISED AT THE DOES NOT RELIEVE THE ENGINEER
OF RESPON DESIGN, FOR THE PLANS OR
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. APPLICANT/ CONTRACTORS EXPENSE PRIOR TO DESIGN OF IMPROVEMENTS BASED THEREON.
T E ENGINEER AGREES TO
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE CONSIDERATION FOP FINAL ACCEPTANCE BY LWD. AIR INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER OFFICERS, AGENTS, AND
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
APPURTENANCES CONTACT. TELEPHONE. 1- 800 -422 -4133 UTILITIES AND UTILITY LATERALS. INJURY ARISING SOLELY FROM THE NEGL IGEN
ACTS, ERRORS, OR
MISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL ACTING WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO AND ARISING OUT OF THE WORK
PERFORMED BY THE ENGINEER.
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- PAVING.
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE
ENCINITAS. TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW
MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR BY.
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PAVED. PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING W. J STI ER DATE
THE ADJACENT EXISTING PIPE MAY BE USED FOR RCE NO. 964
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE INSERTING WYES INTO AN EXISTING SEWER. PASCO ENGINEERING INC.
OFESS�
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE 535 N. COAST HIGHWAY 101 RON�
�usrl
FIELD. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, SOLANA BEACH CA, 92074 QUO s�F
UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PE REFLECTIVE FACE
OR EQUIVALENT. PUMPER TRUCKS FOP DISPOSAL TO A DOWNSTREAM LWD 1097 w a 0. 68964 77 m
SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, mu EX 3. 12/31/07
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. Q
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) NO UNMANNED BYPA SHALL BE AL LOWED. � CIVIL
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER,
OF CA�Z��
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE N pRTH ��
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO
CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED L-A CO
18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S) .
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON EW OR
TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING A NOR
19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE COUPLING SLIPPED BACK INTO A POSITION EQUALLY ST
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER ASHBURY
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW
PIPE, OR EQUAL APPROVED BY THE LWD DISTRICT
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT ENGINEER. T N
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, v ORES
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND N
H
WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR SITE
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR
H
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING = FA
RO ST
SURVEYOR. SHALL BE USED WITH A GASKET RANGE FOR EACH END OF c SAN =
THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE n
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE
z E U ASON
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, ° v
AND "W RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS
v v
CURB. FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF Imo]
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM
rn E GLAUCUS m
D2000 MBA710, COMPOUNDED FOR WATER AND SEWER
MANNER AND LOCATION APPROVED BY THE INSPECTOR. SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 BLVD
STAINLESS STEEL. LEUCADIA
BY:
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT T EUCADIA WASTE WATER DISTRICT PUBLIC WORKS AS - 'r3 U 1 LT
APPROVED APP APP R VED APPROVED f�
BY: �• &wde4cw BY: - 8Y: 1 /2 � BY: T• lAj. 3 VICINITY MAP a
DATE: / ag e dl� �' s� �I WSUS w >V IT fL - PATC �"
DAT DATE: t __! _ O __ DATE: Ito 0 (a _ fL G Sq``� NTS cn
SIGNATURE EXPIRES 2 YEARS AFTER DATE £XQ /2 -31.0 /2 -no - 1 �o
REVISIONS APP OVE DATE REFERENCES DATE BEN SC ALE G BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS OF
ENCINnAS ENG G DEPARTMENT DRAWING NO.
U . S - �� 0 CITY OF ENCINITAS CONTROL PT. NO P002 ?� PLANS PRE A RED UNDER THE S U P E R V I 0 N 0 F RECOMMENDED
APPR PLANS FOR THE IMPROVEMENT OF �' Z
M I
P.K. IN REQUEZA, WEST OF I -5 HORIZONAL N /A
DATE.' BY: BY. 2 67 SANFORD STT;EET 925 ,31 MI N
l�� R.C.E. NO. 68964
VERTICAL N/A D' W. J TIN SUI DATE: DATE
ELEV . 174.36 MSL . NAD 83 ATE TEA EXP, 12 -31 -05 PLANNING CASE N0: 03 -128 BA/TPM /CDP ' Q& 117 QW. al. III
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- TRENCH RESURFACING
PER CITY OF ENCINITAS
STANDARDS (TYPICAL)
EXISTING EXIST 6" AC
'EXISTING WATER VALVE
GAS MAIN SANFORI? STREET GRIND AND OVERLAY AS WATER MAIN -Pip
AQULIIIST GRAVEL- SCALE. D 'To PRQYXfl A
EXIST 12" AC--"
C EXISTING B" EXISTING EXISTING EXISTING WATER VALVE FOR SMOOTH TRANSITION SMOOTH TRANSITION'`
WAT ER MAIN SEWER MAIN MANHOLE WATER VALVE EXISTING 8" EXISTING GUY WIRE ! 1 GE/A ArGNUE HEADER
Qi EXISTING MANHOLE SEWER MAIN TO BE RELOCATED PROPOSED 0" HIGH
6" X 16" PCC CURB
APPROXIMATE LOCATION
4" SEWER LATERAL PER SAW CUT LIME CONC. ROLLED CUR 6 EXIST GAS VALVE g EXISTING SPEED
LCWD DWG. 907 ;EX. MAILBOX TO - EXISTING'` ATER UTTER TO MATCH EX TING POWER POLE TO ADJUSTED TO LIMIT
SIGN SAW CUT
�. _. ._ a_ _... .
S _ _ -
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,. �,,,a_ . , ,, .. ... EX T RAADWAY EASMENT
BE TED *TER R GRANTED TO COUNTY OF SAN
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T t� . e. . . � w
► D� S ,
A �— EXISTING
WATER VALVE DIEGO ON 11 -8 -73 AS FILE
GAS VAL >,. ,- �. - :.. ,_
EXIS NG ! _ .. _ m, :, w:.. ; .. . , , ._.,:
VE EXI TING POWER :POLE � w N0. 73- 312999
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PARCEL 3
PLAN VIEW: SANFORD ST. PLAN VIEW HYGEIA AVE.
50 '
a _ 3
55' 3 ¢ 30' 20 ' �
- cc SEWER LATERAL TABLE: HYGEIA. A VENUE 26 'f
30 ' STATION/ OFFSET IE @ MAIN DROP @ MAIN IE @ PROPERTY SLOPE % DEPTH @ PROPERTY LENGTH OF LATERAL W I 10 ' 12'
14 't W
2 +76.67/30.00 RT 73.67 1.2 ' 78.00 10.4% 12.56 ' 30' PROPOSED « GJ
18 ° 18 DG SCALE it owyl ► ti
5' _ 10.5' 2% -- 2% 2
SEWER LATERAL TABLE: SANFORD STREET
ti , . 16 ' MIN.
2%
2%
?,ti j 3" EXIST. AC PAVING
2% - 2% 2% � ---- STATION/ OFFSET IE @MAIN DROP @MAIN IE @PROPERTY SLOPE
% DEPTH @ PROPERTY LENGTH OF LATERAL
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REDWOOD II AB
3 +20 22/30 00 'PT 72 55 12 ' 81 50 25 8% 590 ' 30 ' PROP RE 6
r OVER
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EXIST.
PROPOSED "G -4" INSTALL 'GRAVELPAVE" OR � w(wo%1) O %A,G* MIN 4" PCC OVER �k,Q' 1Pt* `rG,r�2
SIDEWALK EXIST. MODIFIED ROLLED I ROLLED CURB 6 GUTTER CURB DATA TABLE THICK GR EL /4 6 xl(e 't' c�� 6" CLASS II
AB N i
CURB AND GUTTER PER NOTE DRIVEWAY NOT TO EXCEED 20% o . 68964 rn
CITY DWG. N0. s,11- MIN 4 " AC OVER LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS COVER OVER CUPS OVER
Exp . 12/31/07 rn
6" CLASS II AB 6" CL. II AB � �
TYPICAL SECTION: STANI-4 6kD ST . L2 N74 ' S6 42'E 118.14' TYPE "G-4" POLLED CURB & GUTTER s'T CIVI\-
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TYPICAL SECTION. HYGEIA AVE. TYPICAL SECTION. DRIVEWAY �
C1 89 ' 59'15
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REVISIONS APPROVED DATE REFERENCES DATE $ �j SCALE DESIGNED BY DRAWN BY CHECKED BY AppRpV�,s CITY OF ENCINITAS
ENG G DEPARTMENT DRAWING NO. �3a C b W A A W
CITY OF ENCINITAS CONTROL PT. NO P002 PLANS PREP RED UNDER THE SUPERVISION OF R MM N ED APP D PLANS FOR THE IMPROVEMENT
OF :'
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P.K. IN REQUEZA, WEST OF I -5 HORIZONAL N/A 3 � / DATE: BY: BY: Y�7 _
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W. Susri sorrier- 267 SANFORD STREET 9263 am
VERTICAL N/A � 48C,0 C.E. NO. 68964 DATE: 7 � 0 6 DATE: /
. J TIN SUITER EXP. -31 -05 �
ELEV . 174.36 MSL . NAD 83 £kP 17� 31 • �'] PLANNING CASE N0: 03 -128 BA /TPM /CDP f psi -111 C'Q► l l S
, oF_ i Cop SHEET 2 OF 2
M. \1097 FINAL.pro1 /312006 PE 1097