2012-11147 I (Plans)GENERAL NOTES
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE
STREET RIGHT -OF -WAY.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS PUBLIC ROAD STANDARDS.
'FU" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PUBLIC)
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
PROJECT BOUNDARY.
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE.
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
SHOWN ON THESE PLANS.
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
ACTUAL LOCATION OF EXISTING FACILITIES.
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY
REPRESENTATIVES.
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN
THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
ELECTRICAL CABLES AND GAS PIPING AND
APPURTENANCES, CALL S.D.G.& E.
TELEPHONE. 1 800 422 -4133 (DIG ALERT)
B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE
HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
CABLES AND APPURTENANCES CONTACT
PACIFIC BELL.
TELEPHONE: 1 800 422 -4133 (DIG ALERT)
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE. • ALL WATER SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
WATER MAINS AND LATERALS CONTACT
SAN DIEGUITO WATER DISTRICT.
TELEPHONE. 1 800 422 -4133 (DIG ALERT)
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
CONTACT THE UTILITY AGENCIES ADVISE THEM OF THE PROPOSED
IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED.
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT: TELEPHONE. 1- 800 - 422 -4133
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF-
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF
ENCINITAS.
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE
FIELD.
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE
REFLECTIVE FACE OR EQUIVALENT.
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770)
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE.
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED.
18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE)
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK,
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET.
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAN
SURVEYOR.
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S"
AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
CURB.
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
GENERAL NOTES CONTINUED...
24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
REGIONAL STANDARD DRAWINGS (LATEST EDITION).
25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY
ENGINEER. 'P" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PRIVATE)
WATER NOTES (SAN DIEGUITO WATER DISTRICT)
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND
HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
THE DATE OF ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF
PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE.: (760) 633 -2709. ALL WORK PREFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE-
CONSTRUCTION
CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT
INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS.
PHONE.' (760) 633 -2709.
4. UNLESS OTHERWISE NOTED, ALL COMMECTIONS TO EXISTING MAINS WILL BE
MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER
DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE,
TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF
STREET.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX
FOR EACH RESIDENTIAL LOT.
B. CONTRACTORS SHALL ACOUIRE A TRENCHING PERMIT FROM THE CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK
EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL
BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER
LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF
ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS AND THE RESULTS
APPROVED BY THE CITY OF ENCINITAS BEFORE THE WATER LID'S ARE
ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF,
OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT,
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
ELECTRICAL AND SEWER TO CROSS LWER WATER MAINS LMLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED
BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW
DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT
O- -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND
ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING
WATER SERVICES.
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES, ETC.) THAT
ARE EFFECTED BY THEIR PROJECT.
21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS
WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140
FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS
FOR ALL RADII BETWEEN 270 FEET TO 550 FEET. USE AND INTEGRAL BELL
END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH
TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD
AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL
RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE
DISTRICT S REPRESENTATIVE.
23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT
NO -LEAD BRASS BE USED IN -THE CONSTRUCTION OR REPAIR OF ALL POTABLE
WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW,
THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
D 24 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES
SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH
WC -17 OR WC -18.
LWD SEWER SERVICE LATERAL
EVSTALLATION COMPLIANCE NOTES
I
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, T
T
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING I
I T
OWNER'S CERTIFICATE
T IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
HESS PLANS.
IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
ISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
DDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
RE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
HE IMPROVEMENTS.
FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
HESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
FTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
ORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
?RESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
HIS PROJECT OR UNDER MY CONTROL
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR KRISTINE LOGAN
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE 677 SANTA FE DRIVE
ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS ENCINITAS, CA 92024
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD
PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 4B HOURS NOTICE
TO LWD PRIOR TO CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION S
OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE T
OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF E
THIS PROJECT.
P
B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT F
ENGINEER IN WRITING PRIOR TO CONSTRUCTION. A
0
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE P
IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE E
CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED Q
BY DISTRICT ENGINEER.
D
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER p
MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. I
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL A
LOCATION BY THE CONTRACTOR.
A
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.
TATEMENT OF ENGINEER OF WORK
DA TE
HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
NGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
RACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
URTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
CCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
F ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
ERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
EN FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
ETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
UFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
)ES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR
DE OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
NDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
FFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
NJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
AC WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
ND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THE WIRE SHALL EXTEND UP TO A 2 COPPER TAG TIED AND SOLDERED TO THE
WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING
SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE BY:
CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED BRIAN M. ARDOLINO
AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. RCE No. 71651
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL SOLANA BEACH CA, 92074
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
PLSA 1886
15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES
OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL
AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE
ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING
SEWER.
16. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN
THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY
PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN
LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY
PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED
MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED.
17. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS
AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR
COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL
BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S).
THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END
PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND
THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN
THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS
MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
18. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO
TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP
OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL,
STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR
EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON
THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE'
IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS
FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE.
GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND
SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
19. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION.
IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
20. THE EXISTING SEWER IS A 10 -IN. VITRIFIED CLAY PIPE (VCP). IN LIEU OF
CONNECTING LATERALS PER NOTE 19, CONTRACTOR MAY USE SADDLE CONNECTION PER
FOLLOWING:
a. PROVIDE A GPK PRODUCTS INC OR EQUAL, SADDLE WITH EPDM RUBBER GASKET
SUITABLE FOP MOUNTING TO THE 10" OUTSIDE DIAMETER OF THE 8" VCP PIPE
b. TRACE THE INSIDE GASKET DIA. AT A POSITION 45 DEG. ABOVE HORIZONTAL W /WYE
ORIENTED TO DISCHARGE IN SAME DIRECTION AS FLOW
c. CORE VCP PIPE TO MATCH THE SADDLE
d. STRAP THE GASKET & PVC SADDLE TO THE VCP WITH TWO 112 -IN. WIDE TYPE
316 SS PIPE BANDS TIGHTENED TO 60 IN -LBS MIN.
e. CAST A 2 -SACK SLURRY CONC. LUG MIN. 6" THICKNESS AROUND NEW SADDLE -WYE
CONNECTION. CONE SHALL NOT EXTEND BEYOND WYE
LEUCADIA WASTEWATER DISTRICT
SUMMARY TABLE FOR SEWER LATERAL
DRAWING NO.
DATE
No. 71651
Exp, 12/31/13
A.1? N.:
254 - 313 -04 & 05
SITE ADDRESS
934 N. COAST HWY 101
ENCINITAS, CA. 92024
PERMITTEE OWNER
CHRIS VAN AL YEA KRISTINE LOGAN
2829 CEDARWOOD WAY 677 SANTA FE AVE.
CARLSBAD, CA 92008 ENCINITAS, CA 92024
(760) 579 -2800
WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARDS REFERENCE DRAWINGS.
S.D.C. = SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
LEGEND:
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
THIS PROJECT.
NO. ITEM & STD. DWG.
CONCRETE RIBBON GUTTER
EXISTING RIGHT -OF -WAY
LOT LINE
EXISTING RIGHT -OF -WAY CENTERLINE
EXISTING EDGE OF PAVEMENT
EXISTING SEWER
12' PVC SD PIPE
EX 12" SO PIPE
SO INLET
SO CLEANOUT
PROPOSED SEWER LATERAL
JASPER STREET
PROJECT
SITE
STDS SYMBOL QTY
224 LF
SDRSD D -29
SDRSD D -9
LWD S -17, S -18, S -25
PACIFIC
OCEAN
SEWER LATERAL TABLE
SEQ LOT STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND ELEV. DEPTH BELOW PL PAD ELEV. UPSTREAM MH BACKWATER
NO. NO. LATERAL AT MAIN* MAIN IE LATERAL MAIN AT PL IE SLOPE % AT PL PL TO If FT. RIM ELEV. VALVE REQ'D REMARKS
70 +07.58 45.50± 10' 2.7' 48.40 2% 53.18 4.8' 55.0± 51.40± NO 6 "' SEWER LATERAL
(74 +24.64
* (STA) PER LWD LINE "T -7" SCHEDULE II
NORTH COAST
HIGHWAY 101
\ LEUCADIA
BOULEVARD
VULCAN
AVENUE
MCI r tom► it
NTS
A
1 EA
1 EA
S 1 EA
PASCO LARET SUITER�
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 ITT Coast Highway Rol Ste A Solana Beach, CA 92075
ph 858.259.8212 I fz 858.259.48R2 I pRsacffiSi$eesing.cum
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DIST. PUBLIC WORKS PLANNING & BUR DING AS BUILT ENCINITAS PARKS 8t RFr�F ATION DEPT.
APP�VE� APPROV ® SEWER SYSTEM: APPROVAL APPROVED APPROVED _ 1 J APPROVED
BY: _ BY: C.. r - - r BY
BY: 7- sG% - /\
BY: p BY:
TEVE DEERING, RCE 26514 DATE: 2 -,�, DATE: y %�o ' Z _ DATE: I ��P �� E:�Z
DATE ?�- DATE: /9'/2 - LWD DISTRICT ENGINEER DATE: 3 - �-
SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESBMA D.BY ___ DRAWN BY CHECKS BY APPROVAI -►S CITY OF ENCIlVLTAS ENGIl�TEERIl�TG DEPARTMENT DRAWING N ®.
.4k!%Z �(3I� CITY OF ENCINITAS CONTROL POINT ENE -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED PLANS FOR THE IMPROVEMENT OF.
FD. 2" SD. CO. DISK IN THE TOP OF EAST iE -1'(�
1-41>.-M CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL N/A DATE: �'. EY: 11147 -I
& 2.5' NORHT OF THE DRIVEWAY INTO THE - -- MASIH MAHER b.LLA ENC WATT ,/
ENCINITAS CITY ADMINISTRATION OFFICES, R.C.E. NO. 71651 C42519 934 N. COAST HWY 101
AS SHOWN ON RECORD OF SURVEY NO. 18415. VERTICAL N/A BRIAN M. ARDOLINO PUBLIC ORKS DIRECTOR
- -- EXP. 12 31 -13 DATE: d'L.' DATE: f7. (�
DATUM. NAVDBB ELEV.: 92.00' � /- 17 - /�Z CASE NO. 11 -072 MUP /DR /CDC /COP A.P.N. #254 - 313 -04 & 05 SHEET 1 0 F 2
..
1
N
ti
0
L
a
c�
m
Z
TATEMENT OF ENGINEER OF WORK
DA TE
HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
NGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
RACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
URTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
CCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
F ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
ERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
EN FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
ETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
UFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
)ES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR
DE OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
NDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
FFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
NJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
AC WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
ND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THE WIRE SHALL EXTEND UP TO A 2 COPPER TAG TIED AND SOLDERED TO THE
WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING
SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE BY:
CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED BRIAN M. ARDOLINO
AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. RCE No. 71651
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL SOLANA BEACH CA, 92074
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
PLSA 1886
15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES
OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL
AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE
ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING
SEWER.
16. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN
THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY
PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN
LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY
PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED
MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED.
17. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS
AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR
COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL
BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S).
THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END
PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND
THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN
THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS
MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
18. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO
TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP
OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL,
STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR
EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON
THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE'
IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS
FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE.
GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND
SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
19. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION.
IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
20. THE EXISTING SEWER IS A 10 -IN. VITRIFIED CLAY PIPE (VCP). IN LIEU OF
CONNECTING LATERALS PER NOTE 19, CONTRACTOR MAY USE SADDLE CONNECTION PER
FOLLOWING:
a. PROVIDE A GPK PRODUCTS INC OR EQUAL, SADDLE WITH EPDM RUBBER GASKET
SUITABLE FOP MOUNTING TO THE 10" OUTSIDE DIAMETER OF THE 8" VCP PIPE
b. TRACE THE INSIDE GASKET DIA. AT A POSITION 45 DEG. ABOVE HORIZONTAL W /WYE
ORIENTED TO DISCHARGE IN SAME DIRECTION AS FLOW
c. CORE VCP PIPE TO MATCH THE SADDLE
d. STRAP THE GASKET & PVC SADDLE TO THE VCP WITH TWO 112 -IN. WIDE TYPE
316 SS PIPE BANDS TIGHTENED TO 60 IN -LBS MIN.
e. CAST A 2 -SACK SLURRY CONC. LUG MIN. 6" THICKNESS AROUND NEW SADDLE -WYE
CONNECTION. CONE SHALL NOT EXTEND BEYOND WYE
LEUCADIA WASTEWATER DISTRICT
SUMMARY TABLE FOR SEWER LATERAL
DRAWING NO.
DATE
No. 71651
Exp, 12/31/13
A.1? N.:
254 - 313 -04 & 05
SITE ADDRESS
934 N. COAST HWY 101
ENCINITAS, CA. 92024
PERMITTEE OWNER
CHRIS VAN AL YEA KRISTINE LOGAN
2829 CEDARWOOD WAY 677 SANTA FE AVE.
CARLSBAD, CA 92008 ENCINITAS, CA 92024
(760) 579 -2800
WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARDS REFERENCE DRAWINGS.
S.D.C. = SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
LEGEND:
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
THIS PROJECT.
NO. ITEM & STD. DWG.
CONCRETE RIBBON GUTTER
EXISTING RIGHT -OF -WAY
LOT LINE
EXISTING RIGHT -OF -WAY CENTERLINE
EXISTING EDGE OF PAVEMENT
EXISTING SEWER
12' PVC SD PIPE
EX 12" SO PIPE
SO INLET
SO CLEANOUT
PROPOSED SEWER LATERAL
JASPER STREET
PROJECT
SITE
STDS SYMBOL QTY
224 LF
SDRSD D -29
SDRSD D -9
LWD S -17, S -18, S -25
PACIFIC
OCEAN
SEWER LATERAL TABLE
SEQ LOT STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND ELEV. DEPTH BELOW PL PAD ELEV. UPSTREAM MH BACKWATER
NO. NO. LATERAL AT MAIN* MAIN IE LATERAL MAIN AT PL IE SLOPE % AT PL PL TO If FT. RIM ELEV. VALVE REQ'D REMARKS
70 +07.58 45.50± 10' 2.7' 48.40 2% 53.18 4.8' 55.0± 51.40± NO 6 "' SEWER LATERAL
(74 +24.64
* (STA) PER LWD LINE "T -7" SCHEDULE II
NORTH COAST
HIGHWAY 101
\ LEUCADIA
BOULEVARD
VULCAN
AVENUE
MCI r tom► it
NTS
A
1 EA
1 EA
S 1 EA
PASCO LARET SUITER�
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 ITT Coast Highway Rol Ste A Solana Beach, CA 92075
ph 858.259.8212 I fz 858.259.48R2 I pRsacffiSi$eesing.cum
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DIST. PUBLIC WORKS PLANNING & BUR DING AS BUILT ENCINITAS PARKS 8t RFr�F ATION DEPT.
APP�VE� APPROV ® SEWER SYSTEM: APPROVAL APPROVED APPROVED _ 1 J APPROVED
BY: _ BY: C.. r - - r BY
BY: 7- sG% - /\
BY: p BY:
TEVE DEERING, RCE 26514 DATE: 2 -,�, DATE: y %�o ' Z _ DATE: I ��P �� E:�Z
DATE ?�- DATE: /9'/2 - LWD DISTRICT ENGINEER DATE: 3 - �-
SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESBMA D.BY ___ DRAWN BY CHECKS BY APPROVAI -►S CITY OF ENCIlVLTAS ENGIl�TEERIl�TG DEPARTMENT DRAWING N ®.
.4k!%Z �(3I� CITY OF ENCINITAS CONTROL POINT ENE -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED PLANS FOR THE IMPROVEMENT OF.
FD. 2" SD. CO. DISK IN THE TOP OF EAST iE -1'(�
1-41>.-M CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL N/A DATE: �'. EY: 11147 -I
& 2.5' NORHT OF THE DRIVEWAY INTO THE - -- MASIH MAHER b.LLA ENC WATT ,/
ENCINITAS CITY ADMINISTRATION OFFICES, R.C.E. NO. 71651 C42519 934 N. COAST HWY 101
AS SHOWN ON RECORD OF SURVEY NO. 18415. VERTICAL N/A BRIAN M. ARDOLINO PUBLIC ORKS DIRECTOR
- -- EXP. 12 31 -13 DATE: d'L.' DATE: f7. (�
DATUM. NAVDBB ELEV.: 92.00' � /- 17 - /�Z CASE NO. 11 -072 MUP /DR /CDC /COP A.P.N. #254 - 313 -04 & 05 SHEET 1 0 F 2
..
1
N
ti
0
L
a
c�
m
Z
SO CLEANOUT
PROPOSED SEWER LATERAL
JASPER STREET
PROJECT
SITE
STDS SYMBOL QTY
224 LF
SDRSD D -29
SDRSD D -9
LWD S -17, S -18, S -25
PACIFIC
OCEAN
SEWER LATERAL TABLE
SEQ LOT STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND ELEV. DEPTH BELOW PL PAD ELEV. UPSTREAM MH BACKWATER
NO. NO. LATERAL AT MAIN* MAIN IE LATERAL MAIN AT PL IE SLOPE % AT PL PL TO If FT. RIM ELEV. VALVE REQ'D REMARKS
70 +07.58 45.50± 10' 2.7' 48.40 2% 53.18 4.8' 55.0± 51.40± NO 6 "' SEWER LATERAL
(74 +24.64
* (STA) PER LWD LINE "T -7" SCHEDULE II
NORTH COAST
HIGHWAY 101
\ LEUCADIA
BOULEVARD
VULCAN
AVENUE
MCI r tom► it
NTS
A
1 EA
1 EA
S 1 EA
PASCO LARET SUITER�
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 ITT Coast Highway Rol Ste A Solana Beach, CA 92075
ph 858.259.8212 I fz 858.259.48R2 I pRsacffiSi$eesing.cum
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DIST. PUBLIC WORKS PLANNING & BUR DING AS BUILT ENCINITAS PARKS 8t RFr�F ATION DEPT.
APP�VE� APPROV ® SEWER SYSTEM: APPROVAL APPROVED APPROVED _ 1 J APPROVED
BY: _ BY: C.. r - - r BY
BY: 7- sG% - /\
BY: p BY:
TEVE DEERING, RCE 26514 DATE: 2 -,�, DATE: y %�o ' Z _ DATE: I ��P �� E:�Z
DATE ?�- DATE: /9'/2 - LWD DISTRICT ENGINEER DATE: 3 - �-
SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESBMA D.BY ___ DRAWN BY CHECKS BY APPROVAI -►S CITY OF ENCIlVLTAS ENGIl�TEERIl�TG DEPARTMENT DRAWING N ®.
.4k!%Z �(3I� CITY OF ENCINITAS CONTROL POINT ENE -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED PLANS FOR THE IMPROVEMENT OF.
FD. 2" SD. CO. DISK IN THE TOP OF EAST iE -1'(�
1-41>.-M CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL N/A DATE: �'. EY: 11147 -I
& 2.5' NORHT OF THE DRIVEWAY INTO THE - -- MASIH MAHER b.LLA ENC WATT ,/
ENCINITAS CITY ADMINISTRATION OFFICES, R.C.E. NO. 71651 C42519 934 N. COAST HWY 101
AS SHOWN ON RECORD OF SURVEY NO. 18415. VERTICAL N/A BRIAN M. ARDOLINO PUBLIC ORKS DIRECTOR
- -- EXP. 12 31 -13 DATE: d'L.' DATE: f7. (�
DATUM. NAVDBB ELEV.: 92.00' � /- 17 - /�Z CASE NO. 11 -072 MUP /DR /CDC /COP A.P.N. #254 - 313 -04 & 05 SHEET 1 0 F 2
..
1
N
ti
0
L
a
c�
m
Z
* (STA) PER LWD LINE "T -7" SCHEDULE II
NORTH COAST
HIGHWAY 101
\ LEUCADIA
BOULEVARD
VULCAN
AVENUE
MCI r tom► it
NTS
A
1 EA
1 EA
S 1 EA
PASCO LARET SUITER�
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 ITT Coast Highway Rol Ste A Solana Beach, CA 92075
ph 858.259.8212 I fz 858.259.48R2 I pRsacffiSi$eesing.cum
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DIST. PUBLIC WORKS PLANNING & BUR DING AS BUILT ENCINITAS PARKS 8t RFr�F ATION DEPT.
APP�VE� APPROV ® SEWER SYSTEM: APPROVAL APPROVED APPROVED _ 1 J APPROVED
BY: _ BY: C.. r - - r BY
BY: 7- sG% - /\
BY: p BY:
TEVE DEERING, RCE 26514 DATE: 2 -,�, DATE: y %�o ' Z _ DATE: I ��P �� E:�Z
DATE ?�- DATE: /9'/2 - LWD DISTRICT ENGINEER DATE: 3 - �-
SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESBMA D.BY ___ DRAWN BY CHECKS BY APPROVAI -►S CITY OF ENCIlVLTAS ENGIl�TEERIl�TG DEPARTMENT DRAWING N ®.
.4k!%Z �(3I� CITY OF ENCINITAS CONTROL POINT ENE -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED PLANS FOR THE IMPROVEMENT OF.
FD. 2" SD. CO. DISK IN THE TOP OF EAST iE -1'(�
1-41>.-M CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL N/A DATE: �'. EY: 11147 -I
& 2.5' NORHT OF THE DRIVEWAY INTO THE - -- MASIH MAHER b.LLA ENC WATT ,/
ENCINITAS CITY ADMINISTRATION OFFICES, R.C.E. NO. 71651 C42519 934 N. COAST HWY 101
AS SHOWN ON RECORD OF SURVEY NO. 18415. VERTICAL N/A BRIAN M. ARDOLINO PUBLIC ORKS DIRECTOR
- -- EXP. 12 31 -13 DATE: d'L.' DATE: f7. (�
DATUM. NAVDBB ELEV.: 92.00' � /- 17 - /�Z CASE NO. 11 -072 MUP /DR /CDC /COP A.P.N. #254 - 313 -04 & 05 SHEET 1 0 F 2
..
1
N
ti
0
L
a
c�
m
Z
68 +50 69+00 69+50 70+00 -- - 70+50 - - -- - - - -- - 80i.00 - - - -- - - - -- -- - - -- -
EXISTING BURIED
��aV1G� pc, Itty t0 MHDLID TO BE RA ISED SMH NO. 01-0640
C�2 pF���FAI,'(to a pF TO RIM EL 52.63 CONTRACTOR TO SUBMIT
CONTRACTOR TO SEWER DETA TD TRIM EX. HEDGE
, MH COVER D€TAIL OVZ TRIM EX. 7EDGE _ >m... r._; "�
�� ING IL LWD MANE
--
1 (FSt �} EX INLET TO ALLEY WIDTH .. ..,a$I' 2- P,\�_. 10'
TRIM EX. /-EDGE
TO ALLEY WIDTH ° r ° (FS 53.62f (� 53 39) (FS32)� _
�- r "�
TO ALLEY WIDTH (FS 53.15)
_ (FS 5323) (FS 531) (FS 53.07) (FS 53.33)
(FS 53.7 53 33I ,� w (FS. -mow, (FS 53 53 26) f 54 S3.03I (FS 53.1 21 -
If
S
i ,�.. ....i^... _ ; iF Ql "" - _.. w �.w .., - 53.03) - -
_ ,_ / ..a �t =.. F (F353 �° (FS 5324)
-�� (FS 53.08)
,wr �4LL °
(FS
(FS 5321) .. _.. °.. ..� . r._. °�
14
1 0rn (FS3 a w -- -
`� is (FS 53.68} �� - � � _' " � � . , y _ `+ m � e io � ' �.. TRIM EX. HEDGE
(FS 54.35) ae b . vt o :.
n BB FC _52.76 . ae FL 52.68 /. , . °y TO ALLEY WIDTH
FS 5328 FS. 53.18 . ► ` 53.10 FL 53.40 52 97 fL 62.94 FL - �' FL :52 FL 52,53 AAA FL ;52.47 FL._52 39 FL 52 30 FL 52:19 -. FL 52.10 FL 52.16 52:27 ol
7 5% S 0.88X 1 Aim
��pp
FS 53._QO H o �n . nn ; o
- .. _
FL 53:04 5291 FL, 52.83 i F .73 ° FL 63°- m FE 52.09
�„
Aw ?(FS 52.33)
- - - - -- - - -,.� .,_ - - -- - �. _ - - - iu - -
; _ -
FS .10 . :?Z _ FS 52.90
_ - -- � .- - - -- - -- - � - --•-= ;, �-- ' d -- -- ----- ct - -, � _ � .-. _ �,- __- _ .:.._ _.: .�fl _.._l�.S = 53.14 -: ._ x '� : s 4 t3 � � FS- 53.00
�� - - -- 1, __.
- T da o „ �. - -. - d-
(FS 53.69) (FS 53.45) (FS 53.30) (FS 5322) (FS 53.11) (FS 53.02) --
( (FS
EXISTING EXISTING
BLDG WALL (FS 53.05) INSTALL C01�. �' - t 1 70f0758=
Q EWER RIBBON GUTTER A 74 +24.64 a -
t"r :.vt7 S L 'LANE: 7-7" .
IIVST SEWER LATERAL
NOTE: -_- - -- _ __ __ INSTALL 12
J STATIOINIM BASED ON PUBLIC I j PER s s -18 & s -25 PVf SO PIPEp,
IMaROVEhENT PLANS FOR NORTH ? < +° 49. `
STA 704' RT - ✓
t§IV�°f�J INSTALL CLEANWT '
COAST HltttA i PER SDRSD D -9, TYPE A4
Y 102. OWG 0059 -SI ! ' RIM 52M M t __._,q, +
Q j I f IE= °4 :54 /iplV254- 313 -D5 3�q I i
- - - -.0 IEOUT OUT I J� �! 4-
I r �
J
J
PLAN VIEW ALLBYIBIPROVEMEiVVTS - _ ^ - -_ - --
SCALE: 1`_10'
WEST
EAST WEST EAST WEST EAST WEST EAST
ESSj
��� ' 20' Qp,OFON
20' 1" 2D rry jCAAEL 4 of
Y`I I I i jl!`4 20' w`t �Q� l� 9oot��c
I
f I ? I I z z
3' 7' 9't 1't I I W m No. 71651 o m
Exp. 12/31/13
3' 7' 9'1 1't 3' 7' 10' 1 10' 10' ¢ :.�
SLOPE SLOPE i SLOPE SIE i EXISTING SLOPE SLOPE 1% PE fit"
GRAPHIC SCALE 1 " =10 ' VAR S VARIES V_ ARIES BLDG WALL CARIES VARIES MI ARIES 0 q
I ( f -fl -- = Tq� CIVI1-
x.
." ..t. OF C ZF
EXISTING 4' AC OVER 6" 4" AC OVER 6"
0 10 20 30 4" AC OVER 6" BLDG WALL CLASS II AB PROPOSED 3' CONC RIBBON PROPOSED 3' CONC RIBBON 4" AC OVER 6" PROPOSED 3' CONC RIBBON
CLASS II AB
MIN. SECTION
MIN. SECTION GUTTER - 7.5" CONC OVER 6"
CLASS II AB PER SDRSD G -13
CLASS II AB GUTTER - 7.5" CONC OVER 6"
MIN. SECTION
CLASS II AB GUTTER - 7.5" CONC OVER 6"
MIN. SECTION CLASS II AB PER SORSO G -13
AS BUMT
CLASS II AB PER SDRSD G-13
TYPICAL SECTION - ALLEY
TYPICAL SECTION - ALLEY
TYPICAL SECTION - ALLEY
TYPICAL SECTION - ALLEY
BY:
STA 68 +30 TO STA 68 +70
STA 68 +70 TO STA 69 +30
STA 69 +30 TO STA 69 +80
STA 69 +80 TO STA 70 +90
4 °I
DATE:_ 6.Z /
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
REVISIONS APPROVED DATE REFERENCES DATE BENCBAIARj{ SCALE LEUCADIAWASTEWATERDI". DESIGNED BY DRAWN BY CHECKED BY
BMA TRG BMA APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
c4 _1ZW t&Ae CITY OF ENCINITAS CONTROL POINT ENC -32
./; FD. 2" SD. CO. DISK IN THE TOP OF EAST APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF.'
- CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL 1 " =10' ^A
& 2.5' NORHT OF THE DRIVEWAY INTO THE 6Y: DATE: N'(7/2 _ BY :1 BY: 11147-1
ENCINITAS CITY ADMINISTRATION OFFICES, R.C.E. N0. 71651 7��
AS SHOWN ON RECORD OF SURVEY N0. 18415. VERTICAL 1 " =8' DATE: BRIAN M. ARDOLINO DATE: �i�/ DATE: - �� 934 N. COAST HWY 101
DATUM: NAVD88 ELEV.: 92.00'
EXP. 12- 31 -,13 CASE NO. 11 -072 MUPIDRICOC /COP A.P.N. #254- 313 -04 & 05 r SHEET 2 OF I]
NA1886 G.pro411012012 PE 1886