2002-7638 I (Plans)PYI
0 -t
iii[ I Vir!I I r�+■ 7
4, &MRIZEAk"M-0
v DATE: 'e%//S03
,-
APPROVED DATE REFERENCES DATE
PLANS FOR T/EMWXOYEMENT
ENCINIMS RAN011 ° S1,00NIALAS ir
W „�o Ain nC 011S r01V L 0 rS
m
DATE: '1'- /-03
CITY ENGINEER RC°E°
BENCHMARK SCALE
DESCRIPTION: TOP OF BRASS DISK
IN WELL MONUMENT, HORIZONTAL
LOCATION: STA. 64 +24 EL CAMINO REAL
RECORDED FROM: S.D. CO. VERTICAL
CONTROL PAGE 105 VERTICAL
ELEVATION: 120.20 DATUM: M.S.L.
f
SEWER NOTES
ALL WORK 70 BE DONE IN ACCORDANCE WITH THE STANDARD SPEC /RICATIONS FOR
PUBLIC WORKS COMSTRU T/ON LATEST EDITION), THE SAN DIEGO STANDARD
SPECIAL PROWS/ONS 727 THE S ANDARD SPE7;/FTC4770NS FOR PUBLIC WORKS
THE SAN DIEGO R 10A STANDARD DRAWINGS L47EST EDITION), AND THE�EE)®
FOLLOWING SPECIAL PROVISIONS
1° 7R£NCH WIDTH SHALL BE PER S.D.R.S.D. NO S -4 UNLESS OTHERWISE NOTED?
2 PIPE AND BEDDING CONDITIONS.°
(A) %4 INCH SCRUSHED ROCK BENEATH THE
PIPE.
(B) FROM B077OM OFTPPE PIPE 12) TWEL'vVE
1NCHET MINIMUM ABOVE THE PIPE SHALL
BE SAND, GRAVEL, CRUSHED AGGREGATE
NA77VE FREE - DRAINING GRANULAR
MA7ER/AL HAVING A SAND EQUIVALENT OF
30 OR BE77£R.
(C) P° 1/°C° AND A.B.S. SOLID WALL PIPE
BEDDING FROM B0770M OF PIPE 70 12
INCHES MINIMUM ABOVE TIDE PIPE SHALL
BE 314” CRUSHED ROCK. A.B.S. SOLID
WALL PIPE MAY BE USED ONLY WHERE
PIPE INVERT GRADES ARE 1X OR
GREA7ER°
3° AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE
LATERALS AND S7RU07URES SHALL BE 7ES7E0 IN THE PRESENCE OF 7Xf INSPECTOR
AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY 7HE
INSPEC727R.
A 77-IE CONSTRUCTTON OF P.C.C. SEINER MANHOLE PER S °QR.S °D. NC 5 -17 POURED ITV
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE
77ME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH
COLLEC70R SYSTEMS W17H INSPECTOR'S APPROVAL.
5 THE CONS7RUC770N OF 4 INCH SEWER LATERALS PER S D.R °SO NO 5 -13 AND 5 -14.
LATERALS SHALL NOT D50MRGE DIREC7ZY INTO MANHOLE.
6: THE 00NS7RVC770N OF CONCRETE ANCHOR WALLS PER S °D.RSD NO S-10, TYPE A.
7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED W17H 42 /NCH MINIMUM CODER
8 THE FINAL LOC4770N AND ELEVA770N SEWER AND WATER UVNS AND LA7ERALS
SHALL BE SHOWN ON ORK,INAL AS -BUILT PLANS, PRIOR 70 ACCEPTANCE OF WORK
9 ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE D/S7RICT
ENGINEER /N WR/7TNG PRIOR 70 ACCEPTANCE FOR PUBLIC USE
10 f7LL AREAS MUST BE COMPACTED 70 90X PRIOR TO PIPE INSTALLA7701V
It THE CONTRACT27R SHALL NOTIFY THE Dls77?/C7"S FIELD OPERATIONS D114S /01V 48
HOURS IN ADVANCE OF BEGINNING WORK 70 ARRANGE FOR INSPECTION OF PROUECT
PHONE N8 633 -2770°
12° CONTRACTDR sHALL OBTAIN A PERMIT FROM THE C/TY°S ENGINEERING SERVICES
DEPAR7MENT FOR ANY EXCAVATION WITHIN EXISTING C17Y RIGHTS-OF-WAY
13° THE CONTSAC70R SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD
OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY 7XF OWNER AND
SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER
WORK WHICH MAY BE DISPLACED IN SO Dolm, mAr MAY PRow D£fECTImr IN
WORKMANSHIP AND /OR MATERIALS WffH/N THE ONE YEAR PERIOD fROU DATE OF
ACCEPTANCE WITHOUT EXPENSE WHA750EVER TO 771£ OWNER EXCEPTING
ORDINARY WEAR AND TSAR, UNUSUAL ABUSE OR NEGLECT,
14. CONMC70R SHALL fURNISH AND INSTALL, PER SPEC/f7CATIONS, THE APPROPRIATE
BURIED UTTLI7Y WARNING AND IDENTIFICATION TAP£ ABOVE ALL PUBLIC SEWER
LINES AND POR770NS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY
OR EASEMENTS
15 "AS- BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO RAML ACCEPTANCE OF 7RE
WORK.
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY
PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED 70
DEDIC,47E ADDITIONAL ACCESS EASEMENTS 70 MAINTAIN THE PUBLIC SEWERS.
17 WAS7EWA7ER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR
70 CONNECTION 70 SYS7EM
18 NEW SEINER AMINS' LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPEOW BY
CLOSED CIRCUIT TELEMXSON AFTER COMPLETION OF 7RENCHING BACKf7LL AND
FINISHED GRADING, BUT PRIOR 70 PLACEMENT OF PAMEMENr OR PERMANENT
7RENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR 7ELE 10111 INSPE0770N.
(SEC 306 - 1.48.)
19. FOR SEWER LATERAL TABLE, SEE SHEET 2
ENGINEER OF WORK AND DECLARATION OF
"RESPONSIBLE CHARGE'S
/ HEREBY L?£CL4R£ mAT / AM 7XF ENGINEER OF WORK FOR rXIS PROJECT, mAT /
HAVE EXERCISED RESPONSIBLE CIimRGE OVER THE DESIGN OF TIME PROJECT AS
DEFINED IN SE0770N 6703 OF 7HE BUSINESS AND PROFESSIONS CODE; AND THAT TIME
DESIGN IS CONS/S7ENT W17H CURRENT STANDARDS
/ UNDERSTAND THAT THE CHECK OF PROI/ECr DRAWINGS AND SPECIRC4770NS BY
THE CITY OF ENC /NITAS /S CONFINED 70 A REVIEW ONLY AND DOES NOT REZIEVE ME;
AS,EWIVFR OR R, MY RESPONS /B1LMES FOR PROUEcr DESIGN.
BY. , �`r'b gO ESSIpN
Q q
PETER R DATE <
RC °E° 44171 4�° R.
s
Sfi&a INC w z
3615 KEARNY VILLA ROAD, SU ?£ 201 w o No.44171 ° m
SAN DIEGO, CALIFORNA 92123 a Exp. 6/30/05 zA
(858) 560 -1141 s� ctv 11, .P
STREET CLASSIFICA MA( TABLE
STREET NAME
s -
,
INDEX
SPEED
MIN. PAYMENT
PIA ZAM/A PR /SATE
36°50'
URBAN LOCAL
5 °0
1
30 M M, P.H.
4 A.C. ON 6" A.B.
QUAIL GARDENS DRIVE
72'
AUGMENTED LOCAL
70
40 M.P,H°
5" A.C. ON 16" A.ET°
EXIST. SEWER
EXIST WATER
EXP.
— —W—
EXIST STORM DRAIN
SH EET .1 OF 5
55912/ ®1.DWG
*4" PC. C. ROLLED CURB
SEE DETAILS, SHEET 2
/J
*SIDEWALK
G -7
*DRIVEWAY
SEE DETAILS, SHEET 2
"CROSS GUTTER
G -12
)e_. � •L--°
PYI
0 -t
iii[ I Vir!I I r�+■ 7
4, &MRIZEAk"M-0
v DATE: 'e%//S03
,-
APPROVED DATE REFERENCES DATE
PLANS FOR T/EMWXOYEMENT
ENCINIMS RAN011 ° S1,00NIALAS ir
W „�o Ain nC 011S r01V L 0 rS
m
DATE: '1'- /-03
CITY ENGINEER RC°E°
BENCHMARK SCALE
DESCRIPTION: TOP OF BRASS DISK
IN WELL MONUMENT, HORIZONTAL
LOCATION: STA. 64 +24 EL CAMINO REAL
RECORDED FROM: S.D. CO. VERTICAL
CONTROL PAGE 105 VERTICAL
ELEVATION: 120.20 DATUM: M.S.L.
f
SEWER NOTES
ALL WORK 70 BE DONE IN ACCORDANCE WITH THE STANDARD SPEC /RICATIONS FOR
PUBLIC WORKS COMSTRU T/ON LATEST EDITION), THE SAN DIEGO STANDARD
SPECIAL PROWS/ONS 727 THE S ANDARD SPE7;/FTC4770NS FOR PUBLIC WORKS
THE SAN DIEGO R 10A STANDARD DRAWINGS L47EST EDITION), AND THE�EE)®
FOLLOWING SPECIAL PROVISIONS
1° 7R£NCH WIDTH SHALL BE PER S.D.R.S.D. NO S -4 UNLESS OTHERWISE NOTED?
2 PIPE AND BEDDING CONDITIONS.°
(A) %4 INCH SCRUSHED ROCK BENEATH THE
PIPE.
(B) FROM B077OM OFTPPE PIPE 12) TWEL'vVE
1NCHET MINIMUM ABOVE THE PIPE SHALL
BE SAND, GRAVEL, CRUSHED AGGREGATE
NA77VE FREE - DRAINING GRANULAR
MA7ER/AL HAVING A SAND EQUIVALENT OF
30 OR BE77£R.
(C) P° 1/°C° AND A.B.S. SOLID WALL PIPE
BEDDING FROM B0770M OF PIPE 70 12
INCHES MINIMUM ABOVE TIDE PIPE SHALL
BE 314” CRUSHED ROCK. A.B.S. SOLID
WALL PIPE MAY BE USED ONLY WHERE
PIPE INVERT GRADES ARE 1X OR
GREA7ER°
3° AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE
LATERALS AND S7RU07URES SHALL BE 7ES7E0 IN THE PRESENCE OF 7Xf INSPECTOR
AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY 7HE
INSPEC727R.
A 77-IE CONSTRUCTTON OF P.C.C. SEINER MANHOLE PER S °QR.S °D. NC 5 -17 POURED ITV
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE
77ME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH
COLLEC70R SYSTEMS W17H INSPECTOR'S APPROVAL.
5 THE CONS7RUC770N OF 4 INCH SEWER LATERALS PER S D.R °SO NO 5 -13 AND 5 -14.
LATERALS SHALL NOT D50MRGE DIREC7ZY INTO MANHOLE.
6: THE 00NS7RVC770N OF CONCRETE ANCHOR WALLS PER S °D.RSD NO S-10, TYPE A.
7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED W17H 42 /NCH MINIMUM CODER
8 THE FINAL LOC4770N AND ELEVA770N SEWER AND WATER UVNS AND LA7ERALS
SHALL BE SHOWN ON ORK,INAL AS -BUILT PLANS, PRIOR 70 ACCEPTANCE OF WORK
9 ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE D/S7RICT
ENGINEER /N WR/7TNG PRIOR 70 ACCEPTANCE FOR PUBLIC USE
10 f7LL AREAS MUST BE COMPACTED 70 90X PRIOR TO PIPE INSTALLA7701V
It THE CONTRACT27R SHALL NOTIFY THE Dls77?/C7"S FIELD OPERATIONS D114S /01V 48
HOURS IN ADVANCE OF BEGINNING WORK 70 ARRANGE FOR INSPECTION OF PROUECT
PHONE N8 633 -2770°
12° CONTRACTDR sHALL OBTAIN A PERMIT FROM THE C/TY°S ENGINEERING SERVICES
DEPAR7MENT FOR ANY EXCAVATION WITHIN EXISTING C17Y RIGHTS-OF-WAY
13° THE CONTSAC70R SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD
OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY 7XF OWNER AND
SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER
WORK WHICH MAY BE DISPLACED IN SO Dolm, mAr MAY PRow D£fECTImr IN
WORKMANSHIP AND /OR MATERIALS WffH/N THE ONE YEAR PERIOD fROU DATE OF
ACCEPTANCE WITHOUT EXPENSE WHA750EVER TO 771£ OWNER EXCEPTING
ORDINARY WEAR AND TSAR, UNUSUAL ABUSE OR NEGLECT,
14. CONMC70R SHALL fURNISH AND INSTALL, PER SPEC/f7CATIONS, THE APPROPRIATE
BURIED UTTLI7Y WARNING AND IDENTIFICATION TAP£ ABOVE ALL PUBLIC SEWER
LINES AND POR770NS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY
OR EASEMENTS
15 "AS- BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO RAML ACCEPTANCE OF 7RE
WORK.
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY
PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED 70
DEDIC,47E ADDITIONAL ACCESS EASEMENTS 70 MAINTAIN THE PUBLIC SEWERS.
17 WAS7EWA7ER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR
70 CONNECTION 70 SYS7EM
18 NEW SEINER AMINS' LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPEOW BY
CLOSED CIRCUIT TELEMXSON AFTER COMPLETION OF 7RENCHING BACKf7LL AND
FINISHED GRADING, BUT PRIOR 70 PLACEMENT OF PAMEMENr OR PERMANENT
7RENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR 7ELE 10111 INSPE0770N.
(SEC 306 - 1.48.)
19. FOR SEWER LATERAL TABLE, SEE SHEET 2
ENGINEER OF WORK AND DECLARATION OF
"RESPONSIBLE CHARGE'S
/ HEREBY L?£CL4R£ mAT / AM 7XF ENGINEER OF WORK FOR rXIS PROJECT, mAT /
HAVE EXERCISED RESPONSIBLE CIimRGE OVER THE DESIGN OF TIME PROJECT AS
DEFINED IN SE0770N 6703 OF 7HE BUSINESS AND PROFESSIONS CODE; AND THAT TIME
DESIGN IS CONS/S7ENT W17H CURRENT STANDARDS
/ UNDERSTAND THAT THE CHECK OF PROI/ECr DRAWINGS AND SPECIRC4770NS BY
THE CITY OF ENC /NITAS /S CONFINED 70 A REVIEW ONLY AND DOES NOT REZIEVE ME;
AS,EWIVFR OR R, MY RESPONS /B1LMES FOR PROUEcr DESIGN.
BY. , �`r'b gO ESSIpN
Q q
PETER R DATE <
RC °E° 44171 4�° R.
s
Sfi&a INC w z
3615 KEARNY VILLA ROAD, SU ?£ 201 w o No.44171 ° m
SAN DIEGO, CALIFORNA 92123 a Exp. 6/30/05 zA
(858) 560 -1141 s� ctv 11, .P
STREET CLASSIFICA MA( TABLE
STREET NAME
WDTY
CLASS1FVA1TON
INDEX
SPEED
MIN. PAYMENT
PIA ZAM/A PR /SATE
36°50'
URBAN LOCAL
5 °0
1
30 M M, P.H.
4 A.C. ON 6" A.B.
QUAIL GARDENS DRIVE
72'
AUGMENTED LOCAL
70
40 M.P,H°
5" A.C. ON 16" A.ET°
SAN DIEGUITO WATER DISTRICT
DATE: -2-1-9-1/0-3
SIGNATURE
DATE
O• uMR �• �n er
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
254 - 613 -06
S.D.W.D. = S41V DIEGUITO
WATER DISTRICT
T E SUPERVISION OF
SCRSD w S 1V DIEGO
REGIONAL STANDARD DRAWING.
IMPROVEMMrS
S TA NDA RD D WG. NO.
SYMBOL OUJAAITITY
SU801141510N BOUNDARY
£NCINITAS RANCH o%v £AST
�63B -I
LOT LINEIRIGHT OF-WAY LINE
71
� R.C.E. NO. 44171
6 -30 -05
Rlw
EXIST. SEWER
EXIST WATER
EXP.
— —W—
EXIST STORM DRAIN
SH EET .1 OF 5
55912/ ®1.DWG
*4" PC. C. ROLLED CURB
SEE DETAILS, SHEET 2
/J
*SIDEWALK
G -7
*DRIVEWAY
SEE DETAILS, SHEET 2
"CROSS GUTTER
G -12
)e_. � •L--°
*PEDESTRIAN RAMP
G -27
P V C SEWER
S -4C, S -19
(SD R. 35, SIZE SPECIFIED ON PLANS)
SEWER MANHOLE
5 -17
SEWER CLEANOUT
S -3
SEWER LATERAL 4" OR 6` P VC
5 -13, S -19
S
STORM DRAIN
D -60 (BEDDING)
SIGNATURE
DATE
O• uMR �• �n er
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
D.B. PR
PLANS PREPARED UNDE
T E SUPERVISION OF
RECOMMENDED APPROVED
PLANS FOR THE PUBLIC AND PRIVATE IMPROVEMENTS OF:
DATE- -Z7--
I 0 �2
£NCINITAS RANCH o%v £AST
�63B -I
PETER . SARNO
71
� R.C.E. NO. 44171
6 -30 -05
./,
E: S /S / o ? DATE:
�SIDONIA
cvsro/17 LVT
EXP.
T.M. NO.: 99 -089
SH EET .1 OF 5
55912/ ®1.DWG
/J
59562.10
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