2014-12126 I (Plans)GENERALNOTES
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR
ANY WORK WITHIN THE STREET RIGHT -OF -WAY.
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS
STANDARDS AND AS APPROVED BY THE CITY ENGINEER.
3. APPROVAL OF THESE IMPROVEMENTS 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 NOT OTHER EXISTING FACILITIES EXCEPT AS SHOWN
ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT ANY 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 AND ELECTRIC COMPANY PRIOR
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES.
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 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 THE PACIFIC TELEPHONE COMPANY.
TELEPHONE: 1- 800 -422 -4133
9. 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.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS." FOR LOCATION OF CABLES AND APPURTANCES CONTACT
APPROPRIATE COMPANY.
11. THE CONTRACTOR SHALL REQUEST A PRE - CONSTRUCTION MEETING FROM THE CITY
ENGINEER'S OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A
MEETING. PHONE NO. 633 -2770
12. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY
OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY
OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS.
(IF APPLICABLE)
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS." FOR LOCATION OF ELECTRICAL CABLES AND GAS
PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE: 1- 800 - 422 -4133
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR
REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR
THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND
IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BY (ti!zf DATE `l -`tA- k
RCE NO. 6 - (ppgS% 12 -31 -I$
COMPANY GAC ENGINEERING AND LAND SURVEYING
ADDRESS 41993 VIA RENATE
TEMECULA CA 92591
PHONE 760 - 594 -4889
ENGINEER'S JOB NO
SEWER NOTES:
CARDIFF SANITATION DISTRICT
ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION "GREENBOOK ", (LATEST EDITION), THE SAN DIEGO
STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE
SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
SPECIAL PROVISIONS:
1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM
PIPE SEPARATION PER WAS WI -01, 02, & 03.
2. PIPE AND BEDDING CONDITIONS:
(A)ALL PIPE SHALL HAVE 4" MINIMUM OF %'I CRUSHED ROCK BENEATH THE PIPE.
(B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL
BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANDULAR
MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM
ABOVE THE PIPE SHALL BE %" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED
ONLY WHERE PIPE INVERT GRADES ARE 1 % OR GREATER.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE
LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR.
AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY
ENGINEER.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02.
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED
COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE
WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL.
5. THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE.
6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER
SDRSD NO. SP -07.
7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED
GRADE.
8.
THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS
AND MATERIALS AS SPECIFIED IN THE MOST REC
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLP
NS PRIOR TO ACCEPTANCE OF WORK.
9.
FOR SEWER LATERAL TABLE, SEE SHEET 2.
ENDMENTS ADOPTED PRIOR TO THE
10.
"AS BUILT" DRAWINGS MUST BE SUBMITTED F
RIOR TO FINAL ACCEPTANCE OF THE
IMES.
WORK.
ALS (SHOP DRAWINGS 6 SETS) AS
11.
ALL DESIGN CHANGES OF SEWER MAINS SHAH
L BE APPROVED BY A CONSTRUCTION
INSPECTOR.
CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC
USE.
12.
FILL AREAS MUST BE COMPACTED TO 90% PRIOR
TO PIPE INSTALLATION.
13.
THE CONTRACTOR SHALL NOTIFY THE CITY'S
FIELD OPERATIONS DIVISION 48 HOURS IN
4. CONTRACTOR SHALL COORDINATE WITH DIST
ADVANCE OF BEGINNING WORK TO ARRANGE
FOR PRE -CON AND INSPECTION OF
NO SHUTDOWNS WILL BE SCHEDULED ON A
PROJECT. PHONE NO. 760 - 633 -2770.
14.
CONTRACTOR SHALL OBTAIN A PERMIT FRON
THE CITY'S ENGINEERING SERVICES
SHALL BE SUBMITTED TO THE
DEPARTMENT FOR ANY EXCAVATION WITHIN
EXISTING CITY RIGHTS -OF -WAY.
15.
THE APPLICANT SHALL WARRANTY THE PUBL
C SEWER FOR ONE YEAR FOLLOWING THE
48 HOURS PRIOR TO THE
APPROVAL OF THE AS- BUILTS.
OF THE PROJECT.
16.
CONTRACTOR SHALL FURNISH AND INSTALL,
PER SDRSD SP -01, THE APPROPRIATE
IOR TO CONSTRUCTION. THIS CALL WILL BE
BURIED UTILITY WARNING AND IDENTIFICATI
TAPE ABOVE ALL PUBLIC SEWER LINES,
PUBLIC RIGHT OF WAY. ( DIG ALERT PHONE: 800-227-2600).
AND PORTIONS OF SEWER LATERALS LOCATED
WITHIN PUBLIC RIGHT -OF -WAY OR
ROJECT CONSTRUCTION, IE. LINE
EASEMENTS.
CONNECTIONS SHALL BE FIELD VERIFIED
17.
THE DEVELOPER SHALL PROVIDE EASEMENT6
AND ACCESS ROADS OVER PUBLIC
LL PER THE STANDARD SPECIFICATIONS
SEWERS TO THE SATISFACTION OF THE CITYIENGINEER.
THESE ARE TO BE SHOWN ON
WATER LINES INCLUDING WATER LATERALS LOCATED
THIS PLAN.
10. WHERE ELEVATIONS AND GRADES ARE NOT I
18,
WASTEWATER DISCHARGE PERMITS AND PLUMBING
PERMITS ARE REQUIRED PRIOR TO
GRADDE OF THE STREET.
CONNECTION TO THE SANITARY SEWER SYS
EM.
19.
ALL NEW SEWER MAINS SHALL BE INSPECTED
BY CLOSED CIRCUIT TELEVISION AFTER
(CURVING) OF PIPE SHALL BE PERMITTED.
COMPLETION OF TRENCHING BACKFILL AND I
INISHED GRADING BUT PRIOR TO
AT ALL HIGH POINTS AND BLOW -OFFS AT
PLACEMENT OF PAVEMENT OR PERMANENT
RENCH RESURFACING. CONTRACTOR
BLOWOFFS WITHIN METER BOXAND LOCATE BEHIND
SHALL PROVIDE FOR TELEVISION INSPECTIO
J. (SEE 500- 1.1.5)
20.
SEWER MANHOLE LINING:
HIGH OR LOW POINTS, AS APPROVED
BY THE DISTRICT REPRESENTATIVE.
(A) NEW MANHOLES WITH 8 -10" DIAMETEF
SEWER MAINS: THE INSIDE OF THE SEWER
O EACH LOT. METER TO BE LOCATED
MANHOLES SHALL BE COATED WITH AN EP
XY PROTECTIVE LINING SYSTEM PER
EXISTING CURB OR IMPRINTED IN NEW CURB AT
SECTION 500 -2.7 OF THE GREENBOOK. A
14. METER BOXES SHALL NOT BE PLACED WITHII
I DRIVEWAYS OR SIDEWALKS WITHOUT THE
(B) NEW MANHOLES WITH 12" DIAMETER
ND GREATER SEWER MAINS: THE INSIDE
15. ALL WATER SERVICES FOR IRRIGATION, MUL
OF THE SEWER MANHOLES SHALL BE PRO
lIDED WITH INTEGRALLY LOCKING PVC
ALL HAVE APPROVED BACKFLOW
LINING PER SECTION 500 -2.5 OF THE GREE
4BOOK.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LO
(C) EXISTING MANHOLES: ALL EXISTING IV
NNHOLES WITH NEW CONNECTIONS SHALL
OF VALVES.
BE INSPECTED AND REPAIRED, AS NEEDED,
WITH THE LINING SYSTEM THAT MATCHES
TEE WHENEVER POSSIBLE.
THE EXISTING LINING FOR THAT MANHOLE;
FOR MANHOLES WITHOUT ANY EXISTING
FIRE DISTRICT AND MEETING THE
LINING, THE INSIDE OF THE SEWER MANHOLES
SHALL BE COATED WITH AN EPDXY
THE FIRE DISTRICT.
PROTECTIVE LINING SYSTEM PER SECTIO
500 -2.7 OF THE GREENBOOK.
M SHALL BE APPROVED BY THE DISTRICT
EXCEPTIONS OR VARIATIONS TO THESE MAN
IDLE LINING REQUIREMENTS MAY BE
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED
CONSIDERED ON A SPECIFIC CASE -BY -CASE
3ASIS BY THE CITY ENGINEER.
21.
NO ADDITIONAL LATERALS SHALL BE PERMIT
rED WITHOUT PAYING SEWER CAPACITY
AND APPURTENANCES.
FEES, PROCESSING A CONSTRUCTION CHANGE,
AND JOINING THE SEWER
REIMBURSEMENT DISTRICT. IF CREATED.
1. POTABLE WATER WORKS SHALL BE CONSTRUC
TED IN ACCORDANCE WITH THE DETAILS
AND MATERIALS AS SPECIFIED IN THE MOST REC
ENT EDITION OF THE OLIVNHAIN MUNICIPAL
WATER DISTRICT STANDARD SPECIFICATIONS A'
D DRAWINGS FOR THE CONSTRUCTION OF
WATERMAINS AND FACILITIES. INCLUDING ALL A'
ENDMENTS ADOPTED PRIOR TO THE
DISTRICT APPROVAL DATE ON THESE PLANS. CO
JTRACTOR SHALL HAVE A COPY OF THE
STANDARD SPECIFICATIONS ON THE JOB AT ALL
IMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMIT
ALS (SHOP DRAWINGS 6 SETS) AS
REQUIRED BY THE STANDARD SPECIFICATIONS
RE TO BE ACCOMPLISHED PRIOR TO THE
PRE- CONSTRUCTION MEETING WITH THE DISTRICTS
INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO
EXISTING MAINS SHALL BE MADE DRY. THE
TIME AND DURATION OF THE SHUTDOWNS OF E
ISTING MAINS SHALL BE SUBJECTTO
APPOROVAL BY THE DISTRICT. DISTRICT SHALL BE
NOTIFIED TWO WEEKS MINIMUM IN
ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DIST
ICT ALL ARRANGMENTS FOR HIGH - LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS.
NO SHUTDOWNS WILL BE SCHEDULED ON A
MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED
TRENCH WORK WITH CALL/OSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT. IF REQUIRED,
SHALL BE SUBMITTED TO THE
DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN WITHOUT DIRECTION OF
THE DISTRICT'S INSPECTOR. CONTRACTOR
SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT
48 HOURS PRIOR TO THE
BEGINNING OF WORK TO ARRANGE FOR INSPECTION
OF THE PROJECT.
7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN
CALIFORNIA" TO HAVE
UNDERGROUND SERVICE UTILITIES LOCATED PF
IOR TO CONSTRUCTION. THIS CALL WILL BE
MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO
ANY WORK BEING PERFORMED IN THE
PUBLIC RIGHT OF WAY. ( DIG ALERT PHONE: 800-227-2600).
8. ALL EXISTING FACILITIES WHICH MAY AFFECT
ROJECT CONSTRUCTION, IE. LINE
CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED
BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTP
LL PER THE STANDARD SPECIFICATIONS
THE APPROPRIATE BURIED UTILITY AND WARNIN
G IDENTIFICATION TAPE ABOVE ALL PUBLIC
WATER LINES INCLUDING WATER LATERALS LOCATED
IN THE PUBLIC RIGHT OF WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT I
iHOWN ON THE WATER MAIN PROFILE, TOP
OF PIPE ELEVATION OF THE PIPE PROFILE IS 48- 'INCHES
BELOW CENTERLINE OF FINISH
GRADDE OF THE STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTIC
L) SHALL BE MADE BY USE OF JOINT
COUPLINGS WITH 4 IN MAXIMUM DELECTION PEF
COUPLING (21N PER JOINT). NO BENDING,
(CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED
AT ALL HIGH POINTS AND BLOW -OFFS AT
ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE
MANUAL AIR RELEASES AND
BLOWOFFS WITHIN METER BOXAND LOCATE BEHIND
CURB UNLESS OTHERWISE APPROVED
BY DISTRICT REPRESENTATIVE. FIRE HYDRANTS
MAY BE USED IN LIEU OF A MANUAL AIR
RELEASE OR BLOW OFF WHEN LOCATED AT OR 14EAR
HIGH OR LOW POINTS, AS APPROVED
BY THE DISTRICT REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE
O EACH LOT. METER TO BE LOCATED
5 -FEET FROM A SIDE LOT LINE. A3/4 INCH HIGH L ''
ETTER "W" SHALL BE CHISELED IN TOP OF
EXISTING CURB OR IMPRINTED IN NEW CURB AT
ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHII
I DRIVEWAYS OR SIDEWALKS WITHOUT THE
DISTRICTS PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MUL
IPLE RESIDENTIAL COMPLEXES,
COMMERCIAL OR INDUSTRIAL DEVELOPMENTS
ALL HAVE APPROVED BACKFLOW
PREVENTION DEVICE ON CUSTOMER'S SIDE OF I
VATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LO
ATIONS AND PROVIDE WRITTEN DIMENSIONS
TO INSPECTOR IMMEDIATELY UPON INSTALLATION
OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET
INTERSECTIONS SHALL BE LOCATED AT THE
TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE
FIRE DISTRICT AND MEETING THE
DISTRICT'S STANDARD SPECIFICATIONS, ARE TC
BE INSTALLED AT LOCATIONS SPECIFID BY
THE FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTE
M SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION
AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED
IN ACCORDANCE WITH THE
PROCEDURES IN THE OMWD STANDARD SPECIF
CATIONS. THE CLASS OF PIPE SHALL BE
USED AS THE DESIGNATED WORKING PRESSURE
FOR TESTING ALL PIPE, VALVES (CLOSED)
AND APPURTENANCES.
,� SITE
WORK TO BE DONE
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
ACCEPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, AND THE SAN DIEGO
STANDARD DRAWINGS (LATEST EDITION).
ITEM STD. DWG. SYMBOL
8" P.V.C. SEWER (SDR -35) ----------- ------- - --- -- S-4 -----------------------
SEWER LATERAL ------------------- -- --- ----- - - - - -- SS -01,02 ----------- - - - - -- _O
SEWER CLEANOUT ---------------- ---- --- --- - - - - - -- SC -01 -- -- -- ---- ------- --- --- O
SEWER MANHOLE LINING ------------------- - - - - -- SM -07 --------------- - - - --
TRENCH RESURFACING - - - -- -PER CITY OF ENCINITAS STANDARDS - - - --
CONTRACTOR NOTE: REGARDING UTILITIES
NTS EXISTING UTILITIES HAVE BEEN PLOTTED BASED ON AS -BUILT DRAWINGS /DATA PROVIDED BY
EACH UTILITY DISTRICT /AGENCY AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ADEQUATE MARK - OUT BY CALLING UNDERGROUND ALERT
AT 1- 800 -422 -4133 PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMEADIATELY IN THE
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF EVENT OF A POTENTIAL CONFLICT.
THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL,
INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE RIM ELEVATIONS SHOWN ON THIS PLAN ARE APPROXIMAT. CONTRACTOR IS RESPONSIBLE
ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. FOR ADJUSTING FINISH GRADE OF ALL MANHOLES TO THE SATISFACTION OF THE CITY
ENGINEER.
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE
INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS
MATERIALS AND DEBRIS.
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS OWNERS AGREEMENT
SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE
DIRECTOR OF ENGINEERING SERVICES. HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL
BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER WITHIN EXISTING CITY RIGHT -OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE
METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, CONSTRUCTION PERMIT AND TO PUSUE SUCH WORK ACTIVLEY ON EVERY NORMAL
INJURING OR LOOSENING THE SURFACE. WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN "k �✓
ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR SIGNATURE: 7� _
ANNOYANCE. _ -_ ________DATE _
6 r ^, a -, -
27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED `" `
STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING SIGNATURE:_ _ - - - - - -- DATE`
AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED - IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF
OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR 18841 SMNCr'ON-AYE SEi17€^
PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE ADDRESS:
REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION ASSESSOR'S PARCEL NUMBER`. APN:265- 354 -05
OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING
SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING
IN SUCH CASE` THEPEOPTION, SHALL EAROTHECOSTOFSUC®WORK. REPAIRING
TE TEMPORARY HIMSELF; OWNER /PERMITEE SITE LOCATION
PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE
CONTINUALLY MAINTAINED. r^ ^' w° 748 RANCHO SANTA FE ROAD
' P ,. ttARPER
28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR ENCINITAS CA 92024
OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL iPL rmND04G LLC
REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED - A L.IMITCD Lij%9t41T%j G+1AP," 9
BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING 440= Ipa$® f►ESS DRIVE
STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT °°IrTT" . 92562 -
STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE A LA M�S�� GA 91,941 SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. (119 - 2 MFG - Moo
29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO --
RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED
BY HIM, OR IF THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH -
RESURFACING OR REPAIRING, THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE -mit 0AR (!sR Folt
THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST
THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. Sp LLrf4b0 a L4L.G,
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED
FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES. ALL OSHA REGULATIONS,'
SHALL BE MET,
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE
FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED
AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF
THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY
THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER,
HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE
PITS MAY E REQUIRED.
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S
SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING; A. ('r�
7
SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE �
WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE f ®.
PAST TWO YEARS SHALL BE CATEGORICALLY DENIED.
I,�I
I FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I OLIVENHAIN WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I
: �°.�- (�
SIGN ' DATE
- - - -_ / S`
I N ATE
REwSIONS APPROVED DAZE REFERENCES DAZE BENCHMARK SCALE -As -Bu /GT
okra BY PEA IIN eY ENGINEERING DIVISION APPROVALS
G� G ow � Nr6 3 roc c�c cAc
DESCRIPTION: POINT NO. 1020 PLANS PREPARED UNDER SUPERNSION OF 5 -20 -15 RECOMMENDED JQO APPROVED,
5"- '�' LOCATION: SE CORNER CONIC. F.H.PEDESTAL ORIZONAL Y = 20'
g FOR FIRE HYDRANT 100 *S OF CL CAM DEL NORTE C -60957 I� • IL�
RECORD FROM: ENCINITAS SURVEY CONTROL '� -Z -I$ R,C,E, NO, BY BY,
ELEVATION: 120.56 NETWORK VERTICAL 1 -= 4 �`�/ �"`"'_ 5'a® LS EXP 12_31_1 MASIH MAHER PUBLIC WORKS RECTOR
>:" "4f ' OF " K AAT'E GREGORY LL
1 771 DATUM: NAVD88 ENGINEER OF WORK DATE, �' / DATE 6 17
DATE '§I-Glk 0 DATE
SIGNATURE EXPIRES 2 YEARS AFTER DATE.
CITY OF ENCINITAS PUBLIC WORKS DEP
SEWER PLAN AND PROFILE FOR:
748 RANCHO SANTA FE ROAD
APN. 265 - 354 -05
JOB NO. 14 -021 DATE : 5 -20 -2015
51�_1 A5
DRAWING NO.
12126 -1
SHEET 1 OF 2
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.N77ON 8" PVCC SE'W
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EX. A.C. SURFACE
C•
COTRACTOR NOTE: REGARDING UTILITIES
EXISTING UTILITIES HAVE BEEN PLOTTED BASED ON AS -BUILT DRAWINGS /DATA PROVIDED BY
EACH UTILITY DISTRICT /AGENCY AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ADEQUATE MARK - OUT BY CALLING UNDERGROUND ALERT
AT 1 -800- 422 -4133 PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMMEDIATELY IN
THE EVENT OF A POTENTIAL CONFLICT.
RIM ELEVATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR ADJUSTING FINISH GRADE OF ALL MANHOLES TO THE SATISFACTION OF THE CITY
ENGINEER.
A" W*- 7EftCt.JE AAE Te 86 P*?WAPC o ?A.feAtTo C9Atrr4ue-yi0A1.
Se,wtk A t7,CA -+ /tT_407r . ? t9(. SL Spr►tc .CAto9f AdLow Ti/f /L" sTecC wyTEA!s�/.vF.
GRADE EX A.C..._ SURFACE
..."
� TvruSED 8" PVC SEWN
303
or',Q
41oi6
Q1
JINVERT@ MAIN
DROP TO MAIN
I LAT. EL. AT R
CAC
LAT. SLOPE
W
`o
DEPTH PL TO IE.
y
__._. D G: -"FATHWAY SPLIT RA1
. 2 .......
RANCHO SANTA FE AD
D, G. PATHWAY �. SPLIT RAIL
t
Z
A.C.
EX. 12" WTR
TERAL DAT
0' 20' 40' 60'
SCALE. 1 " = 20'
o c FNC S 15 004'07" W 238.50'
r 0 0 �rr_._— .._ _- 0 'Z'j
15 °04'07" W
NOTES
TOPOGRAPHIC FIELD SURVEY PERFORMED ON MAY 25, 2014 BY GAC
ENGINEERING AND LAND SURVEYING. CONTOUR INTERVAL EQUALS 1 FOOT.
PRIOR TO START OF ANY WORK WITHIN THE PUBLIC RIGHT OF WAY ON RANCHO SANTA FE
ROAD, A TRAFFIC CONTROL PLAN MUST BE PREPARED AND APPROVED BY THE CITY OF
ENCINITAS ENGINEERING DEPARTMENT. NIGHT WORK MAY BE REQUIRED.
ANY PORTION OF EXISTING MEDIAN OR PAVEMENT DAMAGED BY CONSTRUCTIO
SHALL BE REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED PRIOR START OF
CONSTRUCTION. FLAGGING OR NIGHT WORK MAY BE REQUIRED.
ANY STRIPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED OR RE PLACED TO
THE SATISFACTION OF THE CITY ENGINEER.
REVISIONS APPROVED DA 7E REFERENCES DATE BENCHMARK SCALE
" w � bi ' 3 7 , DESCRIPTION: POINT N0. 1020 f
LOCATION: SE CORNER CONC. F.H.PEDESTAL HORIZONAL 1" = 20'
FOR FIRE HYDRANT 100'S OF CL CAM DEL NORTE
RECORD FROM: ENCINITAS SURVEY CONTROL
ELEVATION: 126.56 NETWORK VERTICAL I- = 4'
DATUM:NAVD88
� 40'
� w
4 EXIS77NG STREET TREES o°
PROTECT IN PLACE bo
°
r
t+
To
PARCEL
DE9pVm BY
DRA0 BY
JINVERT@ MAIN
DROP TO MAIN
I LAT. EL. AT R
CAC
LAT. SLOPE
LAT. LENGTH
GRD. EL.@ RAN
DEPTH PL TO IE.
UPSTREAM MH RIM EL.
BACK WTR VALVE REQUIRED
MATERIAL
70
265 - 254 -05
2 +91.56
N74 °55'53 'W
104.63'
1.2'
106.63'
2.2%
45.7'
112.50'
5.87'
110.61'
NONE
4" PVC SDR 35 MIN.
y
__._. D G: -"FATHWAY SPLIT RA1
. 2 .......
RANCHO SANTA FE AD
D, G. PATHWAY �. SPLIT RAIL
t
Z
A.C.
EX. 12" WTR
TERAL DAT
0' 20' 40' 60'
SCALE. 1 " = 20'
o c FNC S 15 004'07" W 238.50'
r 0 0 �rr_._— .._ _- 0 'Z'j
15 °04'07" W
NOTES
TOPOGRAPHIC FIELD SURVEY PERFORMED ON MAY 25, 2014 BY GAC
ENGINEERING AND LAND SURVEYING. CONTOUR INTERVAL EQUALS 1 FOOT.
PRIOR TO START OF ANY WORK WITHIN THE PUBLIC RIGHT OF WAY ON RANCHO SANTA FE
ROAD, A TRAFFIC CONTROL PLAN MUST BE PREPARED AND APPROVED BY THE CITY OF
ENCINITAS ENGINEERING DEPARTMENT. NIGHT WORK MAY BE REQUIRED.
ANY PORTION OF EXISTING MEDIAN OR PAVEMENT DAMAGED BY CONSTRUCTIO
SHALL BE REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED PRIOR START OF
CONSTRUCTION. FLAGGING OR NIGHT WORK MAY BE REQUIRED.
ANY STRIPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED OR RE PLACED TO
THE SATISFACTION OF THE CITY ENGINEER.
REVISIONS APPROVED DA 7E REFERENCES DATE BENCHMARK SCALE
" w � bi ' 3 7 , DESCRIPTION: POINT N0. 1020 f
LOCATION: SE CORNER CONC. F.H.PEDESTAL HORIZONAL 1" = 20'
FOR FIRE HYDRANT 100'S OF CL CAM DEL NORTE
RECORD FROM: ENCINITAS SURVEY CONTROL
ELEVATION: 126.56 NETWORK VERTICAL I- = 4'
DATUM:NAVD88
� 40'
� w
4 EXIS77NG STREET TREES o°
PROTECT IN PLACE bo
°
r
t+
To
z
1 +50 1 6"
1 +00 MEDIAN 0
VOTE.
w,..
W EX. 12" A.C.P. WT"TYPii�5
EX 6" A.C. CURB E .D.G. PATHWAY
a �
N �
A
UTILITY SEPERATION NOTE:
CON7RACTOR TO POTHOLE EXIS77NG 12" A.C.P. WATER MAIN AND r
TO MAINTAIN 10' OUTSIDE DIAMETER TO OUTSIDE DIAMETER
SEWER MAIN TO WATER MAIN SEPERATION.
112
110
108
106
104
102
100
98
96
94
92
90
88
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
ACCEPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, AND THE SAN DIEGO
STANDARD DRAWINGS (LATEST EDITION).
iTEM STD. DWG. SYMBOL
8" P.V.C. SEWER (SDR-35) ----- --- ------ -- -- - -- --- S -4 ---------------- -- --- - --
SEWER LATERAL ---- -------------- --- ------- - - - - - -- SS -01,02 --------------- --
SEWER CLEANOUT - ---- -- ----- --------- --- -- - - - - -- SC -01 --------------- -- - - --
SEWER MANHOLE LINING ------ - - - - -- - ---- - - - - -- SM -07 --------------- - - - --
TRENCH RESURFACING -------- - - - - -- -PER CITY OF ENCINITAS----- -
STANDARD DETAIL
LEGEND:
BOUNDARY /R.O. W.:
EXISTING CONTOUR:
OVER HEAD POWER LINES. OHP
LANE STRIPING
SEWER DATA TABLE
BEARING RADIUS LENGTH DESCRIPTION
❑
7 S15 °04'07 "W --- - - - - -- 296.56' 8" PVC SEWER SDR 35 MIN.
cOtic
EX. 12" WTR
RANCID M SANTA FE ROAD
_11111
EX. 8" PVC SWR�
I EX. 12" WTR
pppp
o
o.0 F
0 +00 CONNECT TO EXISTING MANHOLE
PER OUTSIDE DROP CONNEC77ON DETAIL
INSTALL SEWER LINING PER NOTE 20.(C) SHEET 1
6d 1 �7
........._...- 65 ........................
DE9pVm BY
DRA0 BY
(lfpfm BY
ENGINEERING DIVISION APPROVALS
CAC
C
cAC
w
10 -31 -14
`QO
RECOMMENDED .a
a
�
�
R,C,E, NN, 1 C -60957
n
BY
0
f!.1'��
EXP. 12—'31 -19
MASIH MAHER
GLENN PRUIM
PUBLIC ORKSDIRECTOR
Ba41�L�st o/x w�sRK
GREGORY A. CAUDILL
ENGINEER OF WORK
DATE 611 fi(1 5
DATE G s3 is
z
1 +50 1 6"
1 +00 MEDIAN 0
VOTE.
w,..
W EX. 12" A.C.P. WT"TYPii�5
EX 6" A.C. CURB E .D.G. PATHWAY
a �
N �
A
UTILITY SEPERATION NOTE:
CON7RACTOR TO POTHOLE EXIS77NG 12" A.C.P. WATER MAIN AND r
TO MAINTAIN 10' OUTSIDE DIAMETER TO OUTSIDE DIAMETER
SEWER MAIN TO WATER MAIN SEPERATION.
112
110
108
106
104
102
100
98
96
94
92
90
88
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
ACCEPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, AND THE SAN DIEGO
STANDARD DRAWINGS (LATEST EDITION).
iTEM STD. DWG. SYMBOL
8" P.V.C. SEWER (SDR-35) ----- --- ------ -- -- - -- --- S -4 ---------------- -- --- - --
SEWER LATERAL ---- -------------- --- ------- - - - - - -- SS -01,02 --------------- --
SEWER CLEANOUT - ---- -- ----- --------- --- -- - - - - -- SC -01 --------------- -- - - --
SEWER MANHOLE LINING ------ - - - - -- - ---- - - - - -- SM -07 --------------- - - - --
TRENCH RESURFACING -------- - - - - -- -PER CITY OF ENCINITAS----- -
STANDARD DETAIL
LEGEND:
BOUNDARY /R.O. W.:
EXISTING CONTOUR:
OVER HEAD POWER LINES. OHP
LANE STRIPING
SEWER DATA TABLE
BEARING RADIUS LENGTH DESCRIPTION
❑
7 S15 °04'07 "W --- - - - - -- 296.56' 8" PVC SEWER SDR 35 MIN.
cOtic
EX. 12" WTR
RANCID M SANTA FE ROAD
_11111
EX. 8" PVC SWR�
I EX. 12" WTR
pppp
o
o.0 F
0 +00 CONNECT TO EXISTING MANHOLE
PER OUTSIDE DROP CONNEC77ON DETAIL
INSTALL SEWER LINING PER NOTE 20.(C) SHEET 1
6d 1 �7
........._...- 65 ........................
DE9pVm BY
DRA0 BY
(lfpfm BY
ENGINEERING DIVISION APPROVALS
CAC
C
cAC
PLANS PREPARED UNDER SUPERW90N OF
10 -31 -14
`QO
RECOMMENDED .a
APPROVE
R,C,E, NN, 1 C -60957
BY, l�' �w�
BY
f!.1'��
EXP. 12—'31 -19
MASIH MAHER
GLENN PRUIM
PUBLIC ORKSDIRECTOR
Ba41�L�st o/x w�sRK
GREGORY A. CAUDILL
ENGINEER OF WORK
DATE 611 fi(1 5
DATE G s3 is
CL CL
CO. COVER AND CAN 1' -6'
PER SORSO SC -01
FINISH GRADE CO CO
WYE FIT71NG 8X8" 8" PVC
' . 8 "•:Ply':
8" PVC SEWER PER PLAN —1
CROSS PVC 8 "X8" —
45DEG BEND 8" PVC
45DEG BEND 8" PVC
2'
MIN.
EX.M.H. NOTE.•
COVER DROP DOWN PIPE AND FITTINGS
TO BE THE SAME SIZE AS EN7ERING PIPE
CL
FINISH GRADE
EXISTING SMHR
REPLACE EX. CO
WITH 8" PVC SPOOL
GROUT ANGULAR SPACE
2 -SACK
SLURRY BACKFILL
DROP S7RUC7URE
OUTSIDE DROP CONNECTION
NTS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
SEWER PLAN AND PROFILE FOR:
748 RANCHO SANTA FE ROAD
APN: 265 - 354 -05 12126 -1
DATE : 41JI115 SHEET 2 OF 2
........._...- 65 ........................
GAW
���M�
EX.M.H. NOTE.•
COVER DROP DOWN PIPE AND FITTINGS
TO BE THE SAME SIZE AS EN7ERING PIPE
CL
FINISH GRADE
EXISTING SMHR
REPLACE EX. CO
WITH 8" PVC SPOOL
GROUT ANGULAR SPACE
2 -SACK
SLURRY BACKFILL
DROP S7RUC7URE
OUTSIDE DROP CONNECTION
NTS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
SEWER PLAN AND PROFILE FOR:
748 RANCHO SANTA FE ROAD
APN: 265 - 354 -05 12126 -1
DATE : 41JI115 SHEET 2 OF 2