2010-10642 I (Plans) '
STOR • WATER ROLUTION CONTRQL BMP NOTES
51 _ PLAN FOR THE CONSTRUCTION OF _ WORK TO BE DONE ,
RELIT-. V TO CONS`TRION ACTIVITY-
8 •V l� E� MAIN EXTENSION ENSI.ON . ON IMPROVEMENT CONSISTS OF THE FOLIDANG WORK TO'BE DONE ACCOR
DING
TOT7•IESE PLANS THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC ,
d ' COLE RANCH ROAD WORKS STANDARD SPECIFICAMONS, SAN 'DIEGO COUNTY REGIONALSTMOARD CONCRETE WASHOUT
DRAV;f1NGS, AND SPECIAL. PROVISIONS FOR IMPROVEMENT OF SU91DIVISION STREETS
v SITE a AND STANDARD REFERENCE DRAWINGS Co TRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT
J
ARE TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
CITY ENCINITAS MOR {AR, STUCCO, PLASTER AND THE LIKE INTO THE SIGN DES GN CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LEGEND LOCH ION. -
ENCIN TAS 4i T I I ITgM Sf I CCONS RUCTION SITE ACCESS
eyo 1 I p SYMBOL * A TABILIZED CONSTRUCTION: SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS
AM
pa, EXISTING CONTOUR LINE ,,,,,,,98 •• „ AND NGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE
USING MATERIAL
SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES,
EXISTING SPOT ELEVATION
s9 FROND'$"Pl/C 00) CONS RUCTION VEHICLES
a,er SEWER MAIN r�
d COLE RANCH ' ROAD $ • . s--
ExISTIN�8'pyc saw EXISTING SEWER MAN HOLE_ f� R DWG CS-381 �-
o - _—� N p pwtG acs S * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
FOR
r^ EXISTING 8 PVC SEWER MAIN _ -- MAINTENANCE, ALL VEHICLES
REPAIRS SHALL€BEEMADE OFF-SITE.
OUTiNE EQUIPMENT
Z 5 �g , p
EXISTING liX•t T-1NG M#lrltlGO ^S,X. TINriM:41 S--S
g ' EXISTI14G EDGE OF AC PAVED n.- �- EROSION CONTROL
F Aft 110E Age—as"SAN 8" PVC SEWER S * EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. SLOPED SURFACES
EUJO I I I I � ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
AP I ! ( ND56P4 PVC MAIN EXTENSION SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION,
_
ucoow I I tRTetZ4L_
PROPOSED 4 PVC SEWER LATERAL PER SORD S-15 S S-0
AND BONDED FIBER MATRIX.
I PiZ01}J8 LATE RAL
ED4"PVC TRENCH RESURFACING PER SDRSD - 4A * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER:
al s(rwlIZ
ro ' I I PROPOSED SEWER CLEAN PER S 3 0 * DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF
AROUND THE
GENERAL NOTES I ; PN(2G5 0 2-23-0 a� I S CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING
I - pRORZSeD 5"SeWER PERMANENT AND TEMPORARY EROSION CONTROL M€ASURES.
! * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
I AzeNeNT• 1 w J I PROPOSED 8"CAP UNIT S
1. A NO FEE 'PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT I I I i 4 a SHALL BE CONDUCTED
IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. I I I 1r�s y� GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY;
THEY HELP
2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. _— —_-t---�-- ( �` DECREASE EROSION.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL I ALLEY (CLOSED) * TEMPORARY VEGETATION
MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS
I — - -------; --- N NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE
OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
rr T — PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR AND BIND THE SOIL.( � � . `�
,
KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHAWN ON THESE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE,
ONCE EXCAVATION AND GRADING
PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES ( ACTIVITIES ARE COMPLETE.
TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD
OR NOT SHOWN ON THESE PLAN'S. A 26 -022- 00 i * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE I I ; �/ ON-SITE CONSTRUCTION MATERIAL
STORAGE
CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UN ERGROUND I I
FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIP i I SCALE 114,GO" * STORED MATERIALS SHALL
BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WALL STAY DRY
TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO $ ACT ® EjCNtCR QF �0 STORED ON-SITE.
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH * ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON-SITE.
THE UNDERGROUND ENGINEER G STOCKPILES .
COMPANY REPRESENTATIVES. AFFIC THE NOTES AGREES THAT THE WORK PERFORMED BY THE ENGINEER ST
PILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE - SHALL COMPLY WITH THE GENERALLY ACCEPT STANDARDS AND PRACTICES
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
ENGINEER'S TRADE OR PROFESSION. THE EIIGHVEER FURTHER AG OF THE STORMDRAIN INLETS. STOCKPILES SHALL, BE COVERED
OR PROTECTED WITH SOIL
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL REES THAT THE WORK
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATION, PERFORMED
HEREIN'SHALL IN ACCORDANCE WITH THE RULES AND A REGULATIONS STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND SAN DIEGO GAS & ELECTRIC
COMPANY. SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND REQUIRED THE PERIMETER AT ALL TIMES.
BY THE CITY OF ENCINITAS. THE' ENGINEER AGREES THAT ANY PLAN CHECK
* TELEPHONE: (800) 422-4133 MAINTENANCE WORK ZONE (1985 EDITION) OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC
B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 2. THE CONTRACTOR SHALL MAINTAIM RAFFIC FLAW IN BOTH DIRECTIONS IN CONFORMANCE WITH
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE TRAINING
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. CALTRANS STANDARD PLAN T-1 IA T-12, OR T-13 DURING THE. WICRKINe HOURS OF 9:00 A.M. 79
CITY OF ENCINITAS OF THE TECHNICAL.SUFFICIENCY OR ADEQUACY OF THE PLANS OR * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE-CITY
TELEPHONE: (619) 546-3606 3:00 P.M., MONIMY THROUGH FRIDAY, UNLESS OTHERWISE: AtUWRIZEU, NO WORK THAT OQSTRUCTS DESIGN , AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR OF ENCINITAS
NORMAL TRAFFIC FLOW WILL SE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL SHALL BE TRAINED TO BE FAMILIAR WITH
THE CITY OF ENCINITAS STORMWATER VRY POLLUTION
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK- THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, THE ENGINEER
AGREES CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING "
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. MEN CONSTRUCTION OPERATIONS ARE NOT
TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,AGENTS, ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL"TRAVELED LANES OF ROADVAY•
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN AND EMPLOYEES PROM PROPERLY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
THE PROJECT AREA TELEPHONE: (760) 633-2709. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS/HER AGENTS
4. ALL TRAVEL LANES WILL 8E A MINIMUM OF 12' WIDE UNLESS OTHERWISE SFIOWN. OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND WASTE MANAGEMENT
D. TI IF CONTRACTOR SHELL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK 5" PEDESTRIA FLOW WILL MOT BE DISTI/RIBED UNLESS OTHERWISE SHOWN. EMPLOYMENT
AAND�R 1$I OUT OFTHE WORK PERFORMED BY THE ENGINEER.
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. / ,i * CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALj WASTE AND
NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES 6. TRENCH P TES TO BE PROVIDED WITH SKID RESISTANT SURFACE. / UNUSED
CONSTRUCTION MATERIALS. DUMPING OF. UNUSED OR WASTE PRODUCTS ON THE
CONTACT COX CABLE TELEVISION COMPANY. 7. THE CON ACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED , GROUND
, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
TELEPHONE: (800) 422-4133 POSSIBLE RAFFIC I)ETOVIZS AT LEAST 72 HOURS PPJOR TO COMMENCING VXRK. 4 ' ( �/Q/ // PROHIBITED.
7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY S• ACCESS FOR FIRE AND MER EMEMENCY VEHICLES SHALL BE MAINTAINER AT ALL TIMES PLORINQ
ROBERT CHAN * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
INSPECTOR. PROJECT CONSTRUCTION, RCE; 24613 EXPIRES 12-31-2011 SHALL BE PLACED AROUND DUMPSTERS TO DIVERT
THE NATURAL STORM RUNOFF.
8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC DUMPSTERS SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
COMPANYADDRESS: 9833 PACIFIC HEIGHTS BLVD CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
STRUCTURES
WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO SAN DIEGO ,CA 92121 WITH IMPERVIOUS ROOFING
OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), PHONE:
(858) 457-4515 WITH ANY TRASH MATERIAL.
AND THE SPECIAL PROVISIONS FOR THIS PROJECT.
9. ALL-PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL * MANY CONSTRUCTION MATERIALS, INCLUDING
SOLVENTS, WATER-BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
BE`SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE
RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL,
PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS
THE CONTRACTOR. MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-119'5. FOR
10. ;HE CONTRA:, 4< SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING 1N INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
PLACE. NO LANDSCAPING OR ;MPROVEMENTS 'HALL BE DAMAGED OR REMOVED WITHOUT PRIOR
* POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
APPROVAL OF THE CITY. RECYCLING RECEPTACLES AROUND THE SITE.
11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK 'WHICH IS, DISTURBED
OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY'A REGISTERED CIVIL ENGINEER 'OR A * PORTABLE TOILETS MUST BE IN
GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY LEAKS. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE
SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, TOILETS AWAY FROM STORMDRAIN INLETS ON
PERVIOUS SURFACES.
TO THE CITY OF ENCINITAS, PROOF OF RECORDING.
* ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
12, ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, STORMDRAIN. CONTRF.;TOR MUST ROUTINELY
CHECK AND CLEAN UP MATERIAL THAT MAY
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS, GUTTER AND
PAVING. HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP
NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTRUCTION MEETING
AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760-633-2770
14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION
OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8
OF THE STANDARD SPECIFICATIONS. FOR NCRE INFORMATION ON STORMWATER
15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR POLLUTION CONTROL E CONTAC AND
VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS-BUILT" REQUIREMENTS PLEASE CONTACT THE
DRAWINGS „S SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED, ENGINEERING DEPARTMENT,
CITY OF
16. MATERIALS OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT AS BUILT"
rynf ENCINITAS AT (760) 633-2770
APPROVAL BY THE CITY ENGINEER. A? •Y 2rti4�� r
17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR' IS REQUIRED TO z �a� '' PUBUC YORK$ DEPAI�VII~NT
Q�V' AIN MUN�IPAL WATER DIST. O
OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS ENCINITAS FIFE DEPARTMENT No. 1� APPROVED AP
PROVED
^, .
WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A" PERSON IS REQUIRED TO DECEND. �xi+ 1? fl
" -7 APPROVED �` d
Lf7
oyf Lsq, d/-3/--/Z BY
Am*&b R•. D� / B DATES1-1 BY: ` LYkTE 2.�,ZD11 (�-
•, I�-11-Io DATE / �/��
:. Q 51L'+NE6 8Y Y �sECI: Pa _ ,. , -
E QiiAWN_6 Y
AEVlSIONS APF+k1tt�VV) ® �. .., , DA
-ft BENCH MA#�K SCALE Sf�ECIAL DISTRICT. _ : . , . - ., � �. � ,
u�,; ,. ., ,� APPO SAL _ C Y .: t1� r DfARfi tarEi DING I
. .,, . �. OE E��i N�ITAS o
.• : .
., _
- . - _._.. .. u '
ASCRIPTION . M• _ - . . �. � LLJ :
B , 2 9 2 IISIGSi IRS RLAf PRE1?A13ED UNDER SUPERVLSION OF RECOMIv1ENDED RO KMLTC. IMPRO EMENT KAN
f : X
d
HORIZONTAL 1'.101
>.
RECORD FROM: CITY OF ENCINITAS DA'T`E: 2 /IJ BY: /I/�' HER BY:P£TER TA- " 8t1 PVC SEWER MAIN, -
106421
TA co IaoBLES EXTENSION ON COLE RANCH RDLL .
VERTICAL : 1' .5' R.C.E NO. 24613 DATE: 1I DATE: B f/ — FOR . SMARMA APURVA RESIDENCE
ELEVATION: 120.568 NAV086 0 = T CHAN
EXP.: 12-31-11 RCE. N0 :
'- .. . RCE... NO.: _. % SHEET 1--O-F 3 •. '
i
*
STANDARD NOTES
FOR SEWER [It ROVEMENT PLANS
ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD
w SPECIFICATIONS FOR PUBLIC WQRKS CONSTRUCTION, (LAEST EDITION),
STANDARD THE SAN DIEGO SPECIAL N
W r ^� SPECIE CATIONS FOR RUBLIC WORK PROVISIONS STANDARD
(ADOPTED BY THE
O _ SAN DIEGO REGIONAL STANDARDS CO ITTEE), THE SAN DIEGO
G ` t` F zp. REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
". _ 3 + SPECIAL PROVISIONS:
GXIS ING G 1. TRENCH'WIDTH SHALL.BE PER SDRSD NO. S-4 UNLESS OTHERWISE
w* a NOTED.
Loo -2 _ -- ,
.� •yI \ -- --- — 2. PIPE AND BEDDING CONDITIONS.
-- - - — (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK
BENEATH THE PIPE,
_ - (B) V.C.P. AND A.B.S TRUSS PIPE BEDDING FROM BOTTOM OF PIPE
P•.
x " 95 TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, u
EXl i _ R ,
I
` � CRUSHED AGGREGATE, NATIVE FREE DRAINING GRANDULA
MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER
o5y 06%
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF
PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE V4" CRUSHED
rL. - • WALL USED ONLY WHERE PIPE
t INVERT GRAD ARE R GREATER.
ROCK A.B.S.A B S SOLID MAY BE
GRADES
SCAIX
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS,
O `�• SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN
c•5
THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE
USED UNLESS OTHERWISE DIRECED BY THE INSPECTOR.
- t4 3+ Woo
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER
.. SDRSD NO. S-17. POURED IN PLACE MANHOLE BASES SHALL BE A
__ -- MONOLITHIC POUR FINFSSHED COMPLETE AT TIME OF POUR.
-••.,-,--„_-...---"._.--•--.»' PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH B-INCH
COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
I.,
........... '` 5. THE GONSTRUCITON OF 4-INCH EWER LATERAL PER SDRSD NO'S S-
::" 13 AND 5=14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO
MANHOLE.
6• THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO,
' :......._............_.�, .,..:.... 5-10, TYPE A.
... :"'-"'••" 7. LATERALS SHALL BE CONSTRUCT WITH 42-INCH
— '' p MINIMUM COVER.
ALL MAINS AND LA ED
Y .; ', p
(J � $
' V M .. �""»'.».._,. ,' __.... .................. AND FINAL
ATTERALS SHALL AND
Bf ELEVATION HOWN ON ORIGINAL NAS BUILT PLANS
. .... ..._......._..._............. »....-.. `••` f •._........._ ......_._ PRIOR TO ACCEPTANCE
OF WORK.
z°
.......... ...... .� e?_ �i 9.
( �; _
.......
PROPOSED B.° ,fi J
'' Z CT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC
6, r �[ PR, Q QED ;x 5(3'PUS SEII 35
ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
CLEAMOUT , ERlwI EfISION EJCfA,GB"PLC SEI+ER ..»........... pia PRIOR TO PIPE !
:_.._. - ,NA/tU DWG GS3/...
PER S''3 - ' 10. ST BE COMPLATED TO 90
' INSTALLATION.
�� 1 $��
..._....__._._._......,
FILL MU
lb ,(c
_ , .,....
S. ` O ' S $ S 11.
I3 S INSPECTION OF PROJECT. PHONE NO 6 2770 TO ARRANGE
' THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS
74m oq� O 9900, 'I °"'" ° °�— DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK RANG
- 99 ..._. /r _?" %i—�/r 'l/'�A �' t�' 'A� ....... �''—�/+—�'�n— FOR IN 3
TRENCH RESURFACING c°`s
12
•�”' FROM THE CITY'S
»:.• CONTRACTOR SHALL STAIN A PERMIT
.............
PER SDRSD G4 g• _ ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN
„•......••
..... , EXISTING CITY RIGHTS-OF WAY.
......., & '� IXIST/AKA AC 8 Z
RWEA%ENT r'` O 13• THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK
✓. AL °s :6 J ,�_,t__ ,L _ 'i rs�_�• FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE
Of
..._....... ....... .......................»...
"" ................ .�°"yam THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR
g+v •,..• � ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
•-.-•.-'•--.. ,.,._-----,-..... -:
DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN
... -YEAR PERIOD
........... _
...... ........
..: � WORKMANSHIP ANl) OR MATER WITHIN THE ON
P, PVC l
,._... THE O CE
I ORDINARY WEAR AND TEA UNUSUAL
FROM DWNER�EX�PT N G WHATSOEVER
.. ............:........._..-..... � � r , ,..».... •, .._ ...... ABUSE OR NEGLECT. � E
i WITHOUT EXPENSE VER TO
.._.. La .. ..... .. .. LATERAL SDR�ri s a3 ..- _. ..
::...... _ �. ........................ . ..__.._...._.........-........,.. .... .....
_.
........
_ 14.
••._.._.._.-. . ....... ..........................
................
-_•,,,- CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICTIONS,
» » - j THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFIC�ATI N
»•..» ...............
»..... ........ ..........__-......-............
.....-..... /Q ...°- - •• ......� " - ...................................._..-. _........ _.-..._..........._... ALL
PUBLIC SEWER LINES, AND PORTIONS OF SEWER
•---•--•°""" \�• --•,,.. LATERALS LOCTED WITHIN PUBLIC RIGHT-OF-WAY EASEMENTS.
PGSEQ
............... T TERABOVE
._.=,-------
C�A`PN.9U -•- .-;,,_-,_„_- -,• , _ 15. FOR SEWER LATERIAL TABLE, SEE SHEET 2.
... _
.'. OR E
,_..: PROPOSED
- ;, ��0(1T ............. ' °” 16. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
..._..._.......... .....
� � __•-„.....: .•- - ACCEPTANCE OF THE W ORK.
'.... ,_,
.. ..4Q4-° .................__ ,.
” I _ I INCH Mln. 12"Min. FEATHER TO ° ` 17 DEVELOPER MAY BE
PUBLIC SEWERS CONSTRUCT-ED ACCESS ROAD
� 6"
� ---MEET EJIISIING PAVING '
5� SEWER DEMENT PER E �L1d
EAAND 14AY BE REQUIRED SEMENTS TO MAINTAIN THE TPUBLIC SEWERS.'ADDITONAL ACCESS "
r DOGS+ -----
APN 265-022-26-00 DATE• EX18TINGACC 18 REQUIRED WASTEWATER
RIOR O CONNECTION TO SYSTEM.
PERMITS ARE
&MSE
. APN 265-0? 4-CO BASE MATERIAL_
\ ASPHALT CONCRETE..- 19. NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE
INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF
TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO
J PLACEMENT OF PAVEMENT OR PERMANENT TENCH RESURFACING.
y I /
CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION, (SEE
0"As BUILT
µa F
N®.0-24613 n,
T
to
RENCH"RE. FACING PER G-24 B
_ NOT SCALE
caL`F�� W � tom•
1 F_�• Cdr
� - CII�:' I�-`tit•t� - 4[7
_ I�
. »
! [I8[ONS AID
D,A h _ , SATE
.. .. 1� �RK SCALE � , .
3E _ ECFAL D �'RkC T �P VAtS CITY OF Q
DE PLANS PREPARED UNDER SUP [vfStoN d LEI
SCRIPTION OM, 1�Z DISK STAMPED RECOMMENDED ��PUBLIC IMPROVEMENT PLAN FOR .J
EaC-24 Iio z TAL_ [" 10' DATE : 9 pro B „ - 8 PVC SEWQR MAX Exf EINSI I C31�1 COLE RANCH
RD � It3C 42-I _3= '�
= MA51R: -mm w_
F,71o7� RECORD FROId : CITY OF ENCINIW• PERTE COT.-ROB aC D-
�, R.C.E. NO . 246#3 DATE : 3 DATE : o FOR SHARMA APURVA RESIDENCE
ELEVATION : 1805168 NAM SS VERTICAL ; 1 =5 T CWAN EXP; 12. _ _11 � `f}' SHEET 2 OF 3
RCE_ NO ;
I • l
',waumtvr®rewnaw'mue+mnxousvmmxrvmw�uwv:W, w®4mv,WUUw...•.... � ��v+sv`.na¢ucar. .,. �
STEEL OR
AYTACN FILTER FABRIC IEIOSSFSST
SFSUNFIYTS UPSTNFAM
SIRESFASST.
WAR STRENSTA FILTER
FANRIC:NNTSSNTWIAE-
INESNSNPPART
_ Imo!-''�� � - iC"T81N1N�IMIMNYSPNRAIN
;JFICAIENSESST•FENCE
T }a:I 1wrTRNwr YMEB MT'FENSE
sq �' I i,t . L1Rro1TET,N�111SIFAFTfB�S -
I TOE CO RMTORSNALLINSP ECTARBWMN-FEMCE AFTER EAAN.STSFBAEYENT � -
ANR NFMSYESMMENT.
t.REMSSENSESNNMFTMM U BEREPSSW TO ARABIA TRATNNEt MTHRSTI
TS SFRINENFBEF-SI(EANR 'RE' NLY STNFEER.
. NIX
a .......... S.SILPBN FEB EFFFICENCY FMI)SRSLBPE CSNTHSS TO FACILITATE MAW=
SAT ME 1"A
• FiCT TBSSIItE
An
_
..:
COLE RAN H .-- ROAD
NOT TO Am
....................... :
- � � 2 OOYFS OI�N
i ............ ....... ..'- ■
t
�. EX1S'T WG SE4VMH#ti6f :...••
SILT FENCE RIM _9937 :/ _...
............_......................__........__....._..I... . ..
PER SE- I I.E. EXISTING DER MH 1160
. :; F NOT TO AIIAtf '
POSED "
-381
EXISTING 6 PVC SEWI~R-'-'
. ......... .
MAIN PER DWG#G - iA6 9�i:la ----
......_-._ NOT TO SCALE
J ................._......._.._ _
LE .
192.1f3j • .
T- �c� ` ' c
l X2 0
a
,n
:
TR"- H RESURFACENG''
PER SDRD G-244
0
Mj XISTING.AC ap° cv
PAVEMENT
�E �C b
PER SC-6, ,� ,�
'� � .. . - _ ✓ t/... � �!t ;/ :'ae ,/. ,h ,.Jl .h ,h. � G .fi•• aF —�
PROPOSED fSEWER PROPOSEDeSEWER
LATERAL PER SDRSD S-13 LATERAL PER $DRSD S-13........_.. ._... .
................ . . . . . 101• ........ • ...........:r
...............
I -.......n _ ___ ...---
.............•..-. n
F
.................. .: .
....... ............... ..r.......... .....� ..••
t
j ''... r .......•
I ...... ............
" :. ''-'... ... PROPOSED 4" ��.•
...........
..:"•-
C 1- AM OUT ................... . .
> ' , .._... AROPO O 4 . ... . ._ _ ......................
w
t ..
...
.... ter. •--
CLEAN OUT
}04
LEffiND
...................
\ F SEWER k�zEVENT P Eft• SCALE IN FEET
r DOG a 3LJ ?//181 I"=ID' SIL FENCE PER SE-1
P•4TE
APN 265-022-24.-00 GRAVEL BAG PER 6C-8, '
S\) I AS BUILT"
W IDIM13 ,
Z to
W 1
to
_ _ DD
I� , �ArNGNER1N D IARTIiENT NO
RVISIO NS P R u t R DENCH S L SP CIAL DISTREC7 APPRfi3 LS CITY NrTA,. DRAT
IIN to
Iwl ,RK NCB
3 <
R S PERVI ON OF FOR
_DESCRIPTION BM2 I��'DtsK STAMPED PLANS PREPARED UNDER u Si � RECOMMENDED R EROSION CON'�ROL F+L.AN
BNC-20 HORIZONTAL Im10' DATE: ?.7i /p lf: BY: . , ,� 0
_ -T=,/- - - 8 PVC SEWER MAIN EXTENSION ON COLE RANCHO RD '10642-I•
MASKI - ,14#1 ER ' : PETER COTA ROB!
W
RECCN3D FROM : CITY OF.ENCINITAS VER CAL N/A t-" R.C•E NO • 24613 DATE : l 11. DATE • JV i FOR
SHARMA APURVA RESIDENCE 1
ELEVATION : 120.568 NAVD 88 RO RT CHAR EXP. : I2-31-I1 RCE NO'..: SHEETS OF 3
Q LL