2008-1010 I (Plans)wo yil__.: ,1600110
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY
WORK WTHIN THE STREET RIGHT -OF -WAY.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF €NCINITAS
STANDARDS AND AS APPROVED BY THE CITY ENGYNEfk
3. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL
OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
4. ALL UNDERGROUND UTHJ17ES NITHIN 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 SHOWiV 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
WELL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES
SUFRCIENTLY 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
& THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STAR71NO
WORK NEAR COMPANY FACHJ77ES AND SHALL COORDINATE HIS WORK NTH COMPANY
REPRESENTATIVES
NOTICE.- ALL TELEPHONE SERVICES Wi7HiN 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.
i1. 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. 533 -2770
12. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY
OFFICIALS SIGNATURE HEREON DOES NOT CONS177UIE APPROVAL OR RESPONSIBILITY OF ANY
KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE)
NOTICE: ALL ELECTRICAL AND GAS SERVICES W7HIN 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
099 WATER NOTES FOR IMPROVEMENT PLANS
(i WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
ORCAMYS OF THE CURRENT WATER AGENOES' STANDARDS OWTIEE (MSC THE CONTRACTDR SHALL AND HEREBY
DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF A CEPTANCE
(2)_� UNLESS 07RD WISE NOTED ALL CONNECTIONS 70 DUS7NG MAINS HILL BE MADE BY THE CONTRACTOR UNDER THE
�SUt ERVISON OF SAN DIECU170 WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOt/f
tN WEERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROfI & TOP OF PILE PROFILE lS 48
CHES BELOW aWlD?tlNE RIMISH GRADE OF STREET:
(4) ALL SERVICES TO BE CANSTRUCID) CLEAR OF DRiWWAYS
(5) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESTDENTAL LOT
CONTRACTORS SMALL ACWIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIMSON OF SAFETY FOR ALL TRENCH
AWfH INSTALL RAE HYDRANTS 25 FEET FROM FACE O1= CURET IF NO SIDEWALK LXISTx OR 7 FEET FRom FACE OF CURB
RE SIDEWALK EXISTS OR WLL BE CONSTRUCTED.
(8) PROVIDE AIR RELEASE ASSEMBU S AT ALL HIGH POINTS iN WATER MAIN.
(9�_ CONTRACTOR SHALL OBTAIN AN ENCROACH&ENT PERMIT FROM THE OTY OF E�NCINiTAS FOR ANY EXCAVATION NIHN
71NO CITY RIGHTS -OF -WAY.
INSTALLED NIAN EXISTING
THE RESLIS APPROVED BY
SAN DIEWITO WATER
(19OEW CURRFNT WATER WA ID? LNE CONTRACT 009 SWALL
STANDARDS COMUITIEE (WASC) A� PRO CTVE CONTRACTORS TO OBTAIN AND
12 THE CONTRACTOR SHALL N07iFY THE DISTRICT'S INSPECAON DEPARTMENT 46 HOURS IN ADVANCE OF BEGTNNNG
K 10 ARRANGE FOR INSPECTION OF PRO.ECT
(13) TILL AREAS MUST BE COMPACTED TO 909 PRIOR TO PIPE INSTALLATION.
g( APPROVAL OF RIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSRTUIE A REPRESENTATION AS TO THE
ALLLC'URACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UNfl Y, PIPE OR
STRUCTURE W INN THE LIMITS DJF THIS PROJECT
N DIA N G PROPOSED
PROPOSED
CROSS UNDER WATER MAINS UNLESS
MINITY MAP
NIS
REVISIONS 1APPROVED1 DATE I REFERENCES I DATE
17 MiNiMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND
TRIC VAULTS
(18) UnUlIES TO MAINTAIN MINIMUM 5 -FOOT S=PARAWN WHEN PARALLELING WATER SERVICES
(19 SCOIVIPAA�CTOR VALVE BO)T� AN D ?RE
ARE PON T E ��L EXISTING WATER FACILITY (RRE HYDRANT, MR PROJECT
20 CONTRACTOR TO SUPPLY DOCUMENTATION SHOVING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND
DISPOSED OF iN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISOA!
21 USE THE FOLLOIWNG VARIOUS COMMA TONS OF PLAIN END PIPE LENGTHS WRH NNGH DEFLECTION COUPLINGS AND
N GRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS DO NOT BEND PIPE
BETWEEN COUPLINGS SAW EXIT INTEGRAL BELL END OF STANDARD PiPE AND 8M END FOR USE WN DERLECTON
COUPUNGS USE 9.5 -FOOT PLAiN BID PIPE LENGTHS NTH DEFELCTON COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO
VJL VLI LLV / /WI VVVI L//IV✓ W, L/IWI LIIV W / /IL WIN/ \V /VIN VWf1 /HIVE /1/IJ VVMV / /III IIW, /1 / /IVVW/ / //L WI\ILV Q
AUGNMENNT FOR ALL RADIi BETWEEN 560 FEET 70 1,150 FEET. PIPE LENGTHS MIER THAN 9 FEET MIL NOT BE USED
UNLESS SPECNRCALL Y AUTHORIZED THE BY THE DISMICT'S REPRESENTANW..
LIED SEWER NOTES
L LOD APPROVAL OF THESE PLANS DOES NOT MEW THE APPLICANT, PRIVATE ENGINEER OR WXIO, OR CONTRACTOR FROM
RESPONSIBILITY FOR THE CORRECROV OF ERRORS AND AW1SSl>NS DISCOVERED DURING OR AFTER CONSTRUCTION.
2 ALL DESOk MATERIALS AND CONSTARON M%K STALL Offa M TO THE LBICADIA WASTEWATER DISTRICT LOUD
STiUNDARDS AND TO THE REWRFMBNTS OF THE STANDARD SPECNTCARONS FOR PUBLIC WORKS CDNSTRUC17ON (GIRfE1VB00K1 AND THE
REGIONAL STANDARD DRA'HINGS MOST CURRENT EDITIONS IN THE EVENT OF CONFLICT THE LOU SEWER STANDARDS GOVERN.
3 OSHA SAFETY ORDERS AND OSHA CONRNED SPACE ENTRY REOMEMBITS SHALL BE FOLLOWED AT ALL TMES wlHOIT EXC€PTA1!
4. THE CONTRACTOR SHALL HAW A COPY OF THE SEWER NOTES 2 & 3 DOCUMENTS ON THE X897E AT ALL TILES
5 THE CONTRACTOR SHALL GUARANTEE ALL KKK MDR A P000 OF ONE YEAR AFTER THE DATE OF FNAL ACCEPTANCE BYLW0
AND MALL REPAIR O4 REPLACE ANY WTI( THAT MAY PR04E DEFECTIVE N WRKMANSNP AND /OR MAID?IALS WTIN THE ONE YEAR
PERM N W T EXPOVSE NIA ATS O? TO LWk
6. QUAN77TES SHOWN HEREON ARE FAR BOND ESTIMATE PURPOSES ONLY NEITHER THE PRIVATE ENNONEER NOT LOUD GUARANTEES THE
ACCURACY OR COMPLETENESS OF THE SEWER QUANTTTES
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES
SATS-ACTORY TO LAD. WORK SIAM NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LY10. 1
8 PRIOR TO BEOWMING SEWER #VRK, THE LW) INSPECTOR SHALL BE FTURNISMED THREE SETS OF CUT SIfM AND SHALL COMPLY
WTH LOUD STANDARD SPEC SURVEY REQUIREMENTS
9. PRIOR 70 BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LW) PERMIT FOR CONSIRUC770N AND SHALL PROiIDE A
MINIMUM OF 72 HOURS NORCf 70 LNV PRIOR TO CONSTRUCTION.
10. NO MW STALL BE COMMENCED UNTIL ALL PERMITS HAVE BEN OBTAINED FROM THE IIIRISOIC7700VAL CITY, COUNTY, AND /OR
OTHER APPROLRfATE AM ES.
It CONTRACTOR SMALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SWHING
THE DESIGN OF SHORING, BRACING, SOS OR OTHER PROMS 70 BE MADE FOR PR07EC77ON OF WORKERS FROM TI: HAZARD OF
CAVNG GROUND DURING TRENCH EXCAVATIOY AND PIPE NSTALLATON TMfRfIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE
FEET OR MORE IN DEPTH IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS TTE 8 CALIFMA ADM /APSTRATVE COEE THE PLAN SMALL BE PREPARED BY A REGISTERED £NCMME£R A COPY OF IHE OSHA
EXCAVATION PERMIT MUST BE SBMITIED TO THE LAD INSPECTOR PRIOR TO EXCAVATION
12 ALL SEWER FACILITIES SMALL BE INSTALLED #V DRY EXCAVA77ONS AND TRENCHES CONTRACTOR SMALL D€WAID? AND MAINTAIN
DEWATERING CONTTNUOUSY UNTIL THE WRK IS COMPLETED IV61LONG PLACEMENT AND COMPACTION OF BACKRLL M47MALS iN A DRY
STATE. ALL PIPE ZONE MATERIAL LOCATED IN OUT OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN CE07EX77LE
MATERIAL SNTABLE GE07EX71LE MATERIAL SHALL BE SUBMfTTET TO THE DISTRICT ENGINEER FOR RENEW AND APPROVAL. CONTRACTOR
SHALL OBTAIN DEWAIDW PERMITS AS NECESSARY AND RETUMV OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
13 THE ENST ENGE AND LOCATION OF UNDERDROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAL48LE RECORDS
SEARCH BY THE PRIME EVWER. 70 THE BEST OF THE PRIVATE €NONEERS KNOWEDGE, THERE ARE NO EXISTING U71I17ES EXIT
THOSE SHOWN ON THESE PLANS ATIENDON IS CALLED TO THE POSSRE EXISTENCE OF OTHER U77LI71€S OR STRUCTURES NOT SHOWN,
OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE U77LI77ES SHOWN DN THE PLANS AND OTHER EXISTING FACPURES OR STRUCTURES NOT SHOWN!
14. APPROVAL OF INS PLAN SYLOUD DOES NOT CONSTiUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE
EXISTENCE OR NON- EXNSTNCE OF ANY UNDERGROUND UTILITY, PF& OR STRUCTURE MINN THE LINTS OF THIS PROECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4131, AS REWIRED BY STATE LAW. ALL UTILITY CROSSINGS
SHALL BE POTHOLED PRIOR TO TRENCHING
16. CONTRACTOR IS RESPONSBLE FOR COMPLYING NTH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULA77ONS INCLUDING, BUT NOT
LIML70 TO, TRENCH SAFETY AND CWMED SPACE ENTIRY
17 SOILS REPORTS SMALL BE SUBMIT70 70 LW) BY A WALIRED SOILS ENGINEER WHICH CER71RES THAT TRENCH BACKFILL WAS
COMPACTED AS DIRECTED BY THE SOILS ENGNEER IN ACCORDANCE WTH ON SITE EARM RK SPECFICATONS AND THE LOUD STANDARD
SPEC
18 SEWER BEYA77046 SHOWN ARE INVERT ELEVATION (LE.), INSIDE BOTTOM OF PILE. SEWER LENGTHS SHOWN ARE FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE
19 ALL REVISIONS TO ORAWNGS SHALL BE APPROVED BY THE LOUD DISTRICT ENGINEER AS COVSNUC71ON CHANGES TO THE ORIGINAL
MYLAR DOM WTH INSTALED APPROVAL ON THE MARS
20. CONTRACTOR 1S R13PONS8LE FOR KEEPING COMPLETE RECORD OF CHANGES AND STALL MAKE SUCH RECORD AVAILABLE 70 THE
PRIVATE DOVEER THE PRIVATE ENGNED? SMALL PROVIDE AS -BUILT DRAWNGS TO LOU FON REVIEW AND APPROVAL PRIOR TO FAW
ACCEPTANCE OF THE PR ECT. ALL CHANCES SHALL BE SUBMITTED ON
THE ORIGINAL MYI.ARS FOR REVIEW AND APPROVAL BY THE LOCO DISTRICT ENGINEER PRIOR 70 CONSTRUCTION.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS UNLESS OTHLRWSE APPROVED
IN WRITING BY THE DISTRICT TRENCH SHALL BE BACKRLLED OR PLATED AT THE CONaLISON OF EACH DAY OF WORK.
22 THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMfNTAWN.. NF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE
CONTRACTOR SHALL RETAIN A LICENSE) SURVEYOR TO RE- ESTABLISH AND RECORD THE MOWMENTT CHANGE PER STATE LAW.
23 A MINIMUM OF 12 ff"S 10MAL CLEARANCE SMALL BE PROVIDED BE71EDV THE SEWER PIPE AND ANY 07HER UTILITIES
24. SEPARATION OF SEWER / WATER AND S VIER / RELCA /MED WA 7ER SHALL COMPLY NTH LOUD SID DWG S -2 AND NTH ALL COUNTY AND
STAY HEALTH DEPT RECUEA71ONS
SAN DIEGUiTO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY. LWD DISTRICT ENGINEER
NAME DATE
SIGNATURE DATE
SIGNATURE EXPIRES TWO YEARS FROM DATE SIGNED FIRM EXP DATE
BENCH MARK SCALE
CITY OF ENCINITAS SURVEY CONTROL POINT NO. 1004 STARON ENC -04' HORIZ : NONE
2 -1112' CITY OF E7NCNITAS BRASS DISC IN DRAINAGE BOX INLET AT 171E
NORTHEAST GARNER OF THE CITY OF ENCRTAS LEUCADIA OAKS PARK ON
THE WEST ME OF RANTREE DRIVE VERT : NOTE
EEEVAIW- 67639 DA 7W.- NA 88
PUBLIC WORKS
25 CONNECTIONS TO EXIS77NG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LOUD INSPECTOR. NEW
SEWER SHALL NOT BE CON ECID) OR ALLOW7U TD FLOW 10 ENSIM SEIW'R UNIX AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY T#`
LOUD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL S&VIfE LATERALS SMALL BE LOCATED AT RIGHT ANGLES 70 THE &W MAiN UNLESS OWNSE SHOWY AS APPROVED BY LOUD ON
THE PLANS
27 A 2 -AW MH 'S' 5iLALL BE INSCRIBED ON RL£ CURB FACE AT EACH LATERAL LOCARMV BY THE CONNRACTR
28. A f0 GAGE SHIELDED COPPER WRE SHALL BE BURLED OVER EACH LATERAL THE WIRE SHALL EXTEND UP TO A 2' COPPER TAG HIED AND
SOLDERED TO THE NiRE THE TAG OVER THE SEWER MAIN SHALL TERMNVATE NO MORE THAN T11CD FEET (2) BELOW TOP OF ASPHALT PAVING
THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTS) AND SHALL THEREAFTER BE BURIED AT THE
POINT OF CONNECTION
21,0. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS LINING, AND COATING. THE PIPE SHALL BE CAREFULLY
BEDDED 70 PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEXMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TMES
OPEN ENDS OF PIPE SWALL BE SEALED AT ALL ROES WHEN CON57RUCRON IS NOT IN PROGRESS
5o, � ..' PIPE dMIS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED 70 LESS THAN ONE -HALF OF THE ANGLE
RECOMMENDED BY DIE PiPE MANUFACTURER,
311 X .." SEWER PIPE ZONE AND TRENCH BACKFIIt SHALL BE PER THE LOUD SEWER STANDARDS WATER Lew SHALL NOT BE ALLOWED
SL Jt ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS
JOB AMG OP CaM7E IS NOT ALLOWED 1W7hWT EXCEPTION CONCRETE TESTING BY LOUD Kt BEAT CONTRACTOR EXPENSE
3�. ,71 MANHOLE BASES STALL BE MOW7INCALLY PIACEO, WHO, AND CAMPL€iED AT i7ME OF PLACEMENT GPK PRODUCTS INC., OR
APPROVED EQUAL, MANHOLE ADAPTORS STALL BE .SET IN THE BASE FOR EACH PIPE CONNECTION SETTING OF MH RINGS STALL NOT BE
ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE LOTH 8' SEVERS NTH DISTRICT
ENGINEER APPROVAL.
35. X. QNTS BETWf01 MH BASH:, SHAFTING; CONE SECTIONS AND RING SHALL HAVE A 2' BY 2' BUTYL RUBBER GASKET PLACED NDIN THE
FULL CIRCUMFERENCE. GAWET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL.
39 ;6 ALL MANHOLES SHALL BE VACUUM TESTED 1) 8EFORE BACKRXL, 1) AFTER HAMILL, AND 3) SUBSEQUENT 70 ANY SUSPECTED MOVEI}ENT
OR DAMAGE AFTER BA CRT ILL
S7A ALL SEWERS AND LATERALS SHALL BE W4 WE BALLED, LOW PRE-WE ANTI TESTED, AND TELEVISED AT THE
APPLICANT /CONTRACTORS EXPERVSE PRiOR 70 CONWERATOV FOR RM ACCEPTANCE BY LID, AIR TEST SHALL BE DONE AFTER CONSTRUC17ON OF
ALL OTHER U77LIVES AND UTUTY LATERALS
Q 38. yV ALL ,EWERS AND LATERALS SHALL BE iN PLACE AND SHALL HAVE RNAL APPROVAL BY THE LOUD INSPECTOR PRIOR TO PAVING
37 ;K MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DONETS? PER LOUD STD DW S -3 MANHOLES SHALL BE 54EET
DIAMETER FOR PiPE 18- INCMES AND LARGER PER LOUD STD DWU S -4
f fp Jf MH'S STALL BE LINED NTH INTEGRALLY LOCKING PVC (T -LOCK) OR A POL YURETHANE PROIECME LINING SYSTEM PER SECTOI 500-2 OF
THE GRE€N80OO FOR.•
A. ALL NEW MHS
B. ALL EASSTING MHS NTH NEW CANNECTIMS
41. MAXIMUM DEPTH OF SEWER FOR 5005 Ply' PIPE IS 15' PVC C900 OR C905 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'.
42 RNAL APPROVAL OF PLANS BY DISTRICT ENONE€R IS VAUD FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE 70
START OF CONSTRUCTION. IF THE ONE YEAR 77ME LIMIT IS EXPIRED PRIOR 70 START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN
CHECK TO THE DISTRICT ENGINEER FW AN UPDATED REVIEW AND APPROVAL, ANY CHANGES REWIRED TO THE PLANS SHALL BE MADE AT THE
DEVELOPERS EXPENSE AND APPROVED BY THE LOUD DISTRICT ENGINEER PRIOR 70 THE START OF CONSTRUCTION
43 WHEN COW 716N 70 EOSTTNG MANHOLES IS NECESSARY AND S11OWN AN THE DRAWS, THE CONTRACTOR 91ALL CONNECT TO EX677NG
MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW- PIROUOM CHANNELS N EACH MANHOLE BASE 70 ACCOMMODATE 7HE NEW SEWER LINES AS
REQUiRBL SMOOTH TRANSRONS SHALL BE INSTALLED FROM THE INVERTS OF THE NEWY INSTALLED PIPES TO THE ENS17NG MANHOLE STRUCTURES
MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION RT77NGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LNNK -SEAL, OR
APPROVED EQUAL THE FIRST RL V&E JOINT SHALL BE LOCATED WINN DME -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE
ALLOWED.
2t
AT EXIST PA
PAVEMENT 2
F,11 001111,10ILi' /,'L
t ALL NEW CONNECTIONS 70 EXISTING SEWER SMALL BE MADE TO EXISTING WYES OR SMALL BE MADE BY INSTALLING NEW MANUFACTURED
WYES STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PiPE VMS MATCHiNG THE ADJACENT EXiS17NG PIPE MAY BE USED FOR
iNSERRNG WYES INTO AN EXISTING SEWER.
2. LF NECESSARY DURING THE LATERAL CONNECTION WRIT UPSTREAM FLOW IN TEE €XISTNG SEWER SHALL BE
TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LOUD SEWER IN LOCATIONS WTH
XAFC4NT UPSTREAM FLOW, LOUD MAY REWIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WTH FALL -TIME MANNED MONITORING
11I1I/. �rl '/,'G11i141).']l�bS'1C9 :/.1/� I�A(!],'r'N►D
' VUL CAN
+1 -15' -
+/- 3.00'
Lu
Ls
PROTECT EXIST AC PWMT
BASE NN PLACE
(VARIES)
_viiiz _
OVERLAY. PROVIDE SMOOTH INSET}
PRX EXIST
�E & TO THE SA77SF
PLANS PREPARED UNDER SUPERVISION OF
VINCENT L SAMPO
ENGINEER OF WORK
PROTECT EAIS7NG EUC
TREE IN -PLACE (7)P)
-f- 500' -
A VENUE
LEGEND
ITEM
i7 i ®,2 : e 17MI
RIGHT OF -WAY
EASEMENT LINE
EXISTING CONTOUR
EXISTING ELEVATION
NEW ELEVATION
DA)UGHT/SAWCUT LINE
STANDARD
SYMBOL
X 61.5
5_
C PCC CURB & GUTTER SDRS) G -2, TYPE 'G' 121 LF
6" AC BERM SDRSD, G -5, TYPE 'A' 15 LF
AC OVERLAY PER PLAN 650 SF
AC PAVEMENT & BASE 6" AC (MIN) / 10" (MIN) CL If BASE T = 8.0 ; 650 SF
SEWER MANHOLE LWD S -3 g..H. NO 1 1 EA
SEWER CLEANOXUT LW -0 S -8, S -9 &�C.O.
�� H EA
SEWER LATERAL LWD S -17, S -18, S -25, TRAFFIC LID S- SQ 5 EA
TRAVELED WAY
TRENCH RESURFACING LOUD S -12 2 7-= T 738 SF
1" WATER SERVICE & DUAL DOMESTIC/ WS -09, WC- 17.W5 -01
FIRE WATER METER 5 EA
ASSESSORS PARCEL NO.: 254 - 071 - 37
SIZE ADDRESS : 1865 NORTH WLCAN AVE. ENCINITAS, CA.
OWNERS CERN7CAIF
IT IS AGREED THAT FIELD COMDIii AIS MAY REWIRE CHANGES 70 THESE PLANS
IT IS FURTHER AGREED THAT THE OWWER DEVELOPER SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHHAIOE AURA S OR A TONS TO THESE PLANS WICH RTE CITY
ENONEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER ALL ORADNG ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY_ OF THE SITE.
DATE
� ,.. Z
2- � _
VA) VANCE rOK: �5ATE
SHEA EI6M£5, I C. A bELAWAR6 C.CKP.
STATEMENT OF ENGWEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE MW PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALL Y ACCEP70 STANDARDS AND
PRAC71 ESS OF THE ENG+NEERS TRADE OR PROma 771E ENGINEER FURTHER AGREES THAT THE WRK PERFORMED HEREIN SHALL BE IN ACCORDANCE
WIN TIE RULES AND REGULA7IONS REWIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE
CTY OF DVCNITAS iN EIS CAPACITY AS A PUBIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DMAWA776N BY THE C17Y OF
ENCNITAS OF THE TECHNICAL SIIFFTCIRVCY OR ADEQUACY OF THE PLANS OR DESIGN, AND ET iHfREFORE DOES NOT REEVE THE EVGINED? OF
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IIPROWME1NTS BASED ON.. THE BONED? AGREES 70 INDEMNIFY AND HOD HARMLESS TEE CITY OF
ENOWIMS AND 17S OfRiCERS, AGENTS AND L WPLOYEES FROM PROPERTY DAMAGE OR BODIL Y IWRY ARISING SOLELY FROM THE NEGLIGENT ACTS
ERROR, OMISSIONS OF THE ENGINEER AND HIS1HER AGENTS OR EMPLOYEES ACING WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
EMPLO T AND ARESTNG OUT OF ENE N RK PE 00 BY THE ENGNE€R.
4z L
VINCENT 173 / LXP 6130109 DA
SAMPO ENGWEERINa INC.
1034 SECOND STREET MM44178
E7NCINITAS, CA 92024 WaGoo
1200 1600' (760) 436 -0660 s
+- +/ -90' 500' - - 0.50'
f 1.00' I i 5' WIDE EASEMENT
f
i
YAWS
RECOMMENDED)
DATE:
R.C.E NO.: 44173
EXP. 6130& BY %V`•
L1ATF
wAl
I DEDICATION PER FINAL MAP
I �
cL-
5' WIDE PCC SDEWALK PER SDRSD G -7
I I
PRO EXIST GRAVE P MODIFIED 12" WIDE PCC ROLLED CURB
NEW WATER METER & GUTTE PER GRADING PLAN
6" PCC CURB & GUTTER PER SDRSD G -2
REMOVE EXIST AC PAVEMENT & BASE. CONSTRUCT NEW AC PAVEMENT &
BASE. 4" THICK MIN. AC PAVEMENT OVER 10" MIN. CL IN AGGREGATE BASE.
ACTUAL CROSS SEC77ON BASED ON SOILS ENGINEER "R" VALUE TESTS
(BASED ON T = &0)
APPROVALS CITY OF ENCINITA`.
APPROVED INTERIM IMPROVEMENT PLAN FOR :
AA r, . .v VULCAN AVENUE
BY:
DATE
ENGINEERING DEPARTMENT
CASE N0. 07 -004 DR / TM / CDP SHEET 1 OF 2 I ~ °I �1
z
g
Z'
'
w
w
e
W
Z
2
4�
w
DRAWING NO.
1014 -I
O
gi
CASE N0. 07 -004 DR / TM / CDP SHEET 1 OF 2 I ~ °I �1