2000-6753 G (Plans) r
- - -_ _ — SEVER NOTES CARDIFF SANITA?TON DISTRI LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP No i 1245,
DIEGO,
CALIFORNIA
_ _
SPECIFICATIONS PUBLIC WORKS C HE I
_ S ONl . ApN: 262
ALL WORK SHALL 8E DONE IN ACCORDANCE WITH STA
- - FOR LATEST EDIT
THE AN
T STANDARD SPECIAL PROVISIONS 0
ION, (A THE
SAN DIEGO -
Y
_ - _ CT REGIONA STANDARDS COMMITTEE) THE SAND DIEGO SITE ADD
L WO . RESS
- : ENCINITAS, CA 92024
STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
SPECIAL PROVISIONS: O WNER ALEXIS WILLIAMS - - LL BE
PER SORSD N S 4 UNLESS OTHERWISE
_ 1 WIDTH SHALL ND CREST
NOTED
C E N CINI TAS. C
NCINI A 92 024
- 4 ' MINIMUM OF /4 INCH CAC�SHED
W _ 3790 MANCHESTER AVENUE
-- - - - - PIPE AND BEDDING CONDITIONS:
• (A) ALL PIPE SHALL HAVE 3
ROC K BENEATH N PIPE.
ENCINITAS. CA 92024
- • " THE
FROM
LEGEND or
P�PE TO 12 INCHES MINIMUM S ABOVE E THE D PIPE SHALL SAND
GRAVEL. CRUSHED AGGREGATE, NATIVE FREE - DRAINING SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
GRANULAR MATERIAL H F DA BETTER. ANT TY
HAVING N A AN EQUIVALENT ITEM SDRSD# SYMBOL QU I
I G S U L
2 •{ c a t EXISTING PROPERTY LINE N/A N/A
OF TO 12 MINIMUM W ABOVE I THE B PIPE SHALL BE 314 INCH —
- _
Y BE USED ONLY EXISTING ¢� : WHERE C PIPE E INVERT GRADES APE 1%
OR PROPOSED CONTOURS S N/A 60 N/A
.l. .l.
AI ;: : _ . _ _ _ 3 , I NG, ALL MAIN LINE SEWERS. PROPOSED GRADING LIMI N/A N/A
! mum OF lFj
A
- -
SEWER SERVICE LATERALS AND STRUCTURES SHALL 8E TESTED IN ENT N/A N/A
THE PRESENCE OF THE INSPECTOR. Al A PRESSURE TEST SHALL BE
N A NIA
t� _. USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. EXISTING SEWEALINE /A S /A
EXISTING BUILDING / /
LRJ : 4. THE CONSTRUCTION OF 4 -INCH SEWER - LATERALS SHALL Blr PER A
: SDASO Nos. S AND S -14. LATERALS SHALL NOT DISCHARGE
J - A
_ _ __ _ _ L
EXISTING MANHOLE NIA
EXISTING STORM DRAIN NIA �. . — i N /A
-INCH
_ _ 5• M N M M C VER LATERALS SHALL 8E CONSTRUCTED WITH 42 IN 36 "RCP SfiORM CULVERT N
t79.49 LF
ALL L T /
_ 6 LOCAT NS PE 'A 4
• AND ELEVATION OF SEWER AND WATER MAINS PROPOSED CLEANOUT TYPE - D -9
_ ON ORIGINAL AS BUILT
_ _ - "
: - _ THE FINAL
PR�OR OFSWORK. PL ANS, PROPOSED CLEANOUT TYPE "A -5` D -9 1 EA,.
PROPOSED MOD HEADWALL D -35 1 EA►
-- - - -fi -- r- _ _ t : -- 7. FILL AREAS MUST BE COMPACTED TO 90X - PRIOR TO PIPE INSTAL- '
CONCRETE CAP 15C Y
9 pm - - THE CO TRA T R HA NOTIFY THE DISTRICT'S FIELD OPERATIONS
_
DIVISION 48 HOURS IN ADVANCE -OF BEGINNING WORK TO ARRANGE EA RTHWORK
-2770.
F OR FOA INSPECTION OF PROJECT (760) 633 - CUT = 113 CY N
FILL
9. 4 C►
' -
_ CONTRACTOR SHALL OBTAIN a PERMIT FROM THE CITY'S ENGINEERING
SERVICES DEPARTMENT _ TMENT FOR AN EXCAVAT WI THIN EXISTING CITY =
IMPORT 109 CY
R
R
HT
IG F WAY 0
- - - - -
10. ALL. A DES, G
- T TIES
E S�S, A A UAN RMI PURPO T
THE CONTRACTOR SHALL, AND HEREBY D G UARANTEE ALL * EA QUANTITIES A MA
WORK F OR a PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE ONLY. (CALC ULATED H
- - - OF THE WORK BY THE - OWNER AND SHALL REPAIR OR REPLACE ANY MAY VARY DUE TO SHRINKAGE OR SWELL
FACTORS
OR ALL SUCH WORK. TOGETHER WITH ANY OTHER WORK WHICH
MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN
. r
- � - - - � - - - WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PE A IDD
� FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL
_ ABUSE OR NEGLECT.
- 1' C ONTRACTOR
THE APPROPRIATE BURIED UTILITY WA N A IDENTIFICATION
TAPE ABOVE ALL PUBLIC SEVER LI NES, AND PORTIONS OF SEWER
--
. _
. - T
- - LATERALS LOCATED WITHIN PUBLIC RIGHT OF NAY OR EASEMENTS.
12 O`�� S CERT'IFTCATE
0+00 1 +W 2 +W 3+00 ACCEPTANCE OF WORK MUST BE SUBMIT PRIOR TO FINAL I HEREBY AGREE TO COMMENCE WORK
ON ANY IMPROVEMENTS
W 13. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT
OF NAY
REQUIRED PRIOR TO CONNECTION TO SYSTEM. WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING
�- DAY UNTIL COMPLETED. IRRESPECTIVE -AND INDEPENDENT OF ANY
MATCH EXISTING OTHER ROW WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY
DITCH INVERT
` 3+32.01 END STORM DRAIN INSTALL I W I
DRAINAGE DITCH TO BE OWNER: ALEXIS WILLIAMS
MODIFIED 0-35 WING HEADWALL PER
- - �� - - � + x $00 1 1 �T L_.;A ",F CONSTRUCTED , BY =� l ADDRESS: 3740 BRAND CREST,
ENCINITAS, CA 92024
A 3 .0 - 1 W
, �'� . - -- `� _J - � _ - A SSESSOA S P EL -073-
IN ♦ � QQ - Q `4 REI NFORC ING BARS TYPICAL SIGNA
- DATE
% - �1�'�' ��� ti L _ N �,
q NEw " s RA
DECLAT OF PMPONMLE CHARGE
♦'ti o a i 4 N �'� 2 +0o t c.R�/ soo •15 '33 "w 3 •• 3"
2 F T H IS
♦ - \ r ��1� 1 �� ��. �o / I HEREBY DECLARE
I T HAVE EXERCISED SED ENGINEER RESPONSIB C OVER
CAP PER DETAIL B ►� �/ " P RO J ECT OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
♦ f S'lj,� r / " 2 2"
q T CURRENT STANDAR
\ ♦ \ \ x� / CONSISTENT WI H CU E S D
I UNDERSTAND THAT THE CHECK Or PROJECT DRAWINGS AND
36" ACP SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
♦ \ � �ti rr / FE•IIVFORCING STEEL REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
't /4 BARS TYPICAL
� - ♦ 4 - \' _ "' ,���, �%�lv `� / // & ,o OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
e ej, 1 -- — �O A . p l
\ fir ♦ ♦ \� 1 ' r� / - r �S� , �P�' ` C
8" \- 16 " TYPICAL � 4yc
!�✓ !� QQI� • NO. 29577 m
PLAN TYPICAL CROSS SBCITON a
> 0 S WAYNE PASCO, RCE 29577 DATE
Exp. 03/31/03
DETAIL B:CONCRE7E CAP
NOT TO SCALE
% �X 4p
Nv
♦>' Q' G / J �' -+ DRAINAGE DITCH BY OTHERS
X15 Q 1 N c1' .5 ' N `d
O ,�S y �C� p N \ %-�� \ ��p p x �rf� - / $ 1 1.5' ►7l 1 t'i
1 �,� � y ` ♦ (21:1
\ • 1 - .� � 5' TRANSITION
ly e
q p PROPERTY LINE
gyp PLAN:
1 STORM DRAIN �
ao
m
.� SCALE. 1 " =30 '
♦ ♦ \ // / PP 5.5 ' INSTALL MOD. S
Xcr HEADWALL PER D-
GRAPHIC SCALE 1"-30'
3% ACP AS BUILT
1 � �22 M M
L 1 STnRML�RAIIVDATA W m"
0 30 t 60 90 ♦ �"� DETAIL A V Gt/1��0 8 Z� d NOT TO SCALE
c� L INE BEARING I LENGTH REMARKS NOT TO SCALE WAYNE A. PA SW DA
L 1 N9 47 '44 "W 179.49 ' 36 " RCP
R.G.E. 2%il � En
..r
�o I
REVISIONS APPROVED DATE REFERENCES DATE $ENCB ARK SCALE COMMUNITY DEVEL,OP1ViFW DES BY DRAPE BY CHE AP BY APPROVALS
CITY OF ENCINITAS ENGRIEERING DEPARTMENT DRAWING NO. �
AS IN Z .a ESCRIPTION: APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED PRIVATE STORM DRAIN
PLAN FOR:
1/2' IRON PIPE IN CONC. BY STEEL POST --
1.95 MI FROM INT. SAN ELIJO AND HORIZONAL 1" - 30' G BY: /
ILKENIWY 019. ELY ALONG MANCHESTER, BY: DATE: f �L�� . �`•- BY 6753 -G mo
IN FENCE LINE
- RUNNING E&W 17' S/0 � Alfelo R.C.E. NO. 29577 3790 CHESTER A �
/L MANCHESTER AVE VERTICAL 1" 8' GATE 3/ YNE PASCO DATE: 13 ,0 DATE: D
74.516 USC&GS EXP . 3 -31 -03
TY BENCH LEVEL WORK PROJECT NO. M.U.P. 99 -282 SHEET 1 OF 1
OUN
PE 792