2003-1365 I (Plans)GENERAL NOTES
1. 4 PERMIT SHALL BE OBTAINED FORM If'E ENCINITAS ENGINEERING SERVICES
DEPARTMENT FOR ANY WORK WTHIN THE STREET RIGHT -GF -WAY
2 THE STRUCTURAL SEC77ON SHALL BE IN ACCORDANCE NTH Cl`e "✓ OF ENCINITAS
PUBLIC ROAD STANDARDS R- VALUE JESTS SHALL BE REQUIRED PRIOR TO
COI,SNUCRON. (PUBLIC)
THE S7RUC7URAL SEC77ON SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS
STANDARDS. R- VALUE 7ESTS SHALL BE REQUIRED PRIOR TO CONS7RUCT10N.
(PRIVATE)
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOW]^' ?vES NOT CONS777U7E
APPR041 OF A CONSNUC770N OUTSIDE THE P7_',ECT BOUNDARY.
4. ALL UNDERGROUND U77LI77ES AITHIN THE S7PEET RIGHT -OF -WAY SHALL BE
C0N57RUC7E2, CONNECTED A/'0 7ES7FD PRIOR TO CONSTRUCTION OF BERM,
CURB, CROSS GUTTER AND PF: WNG.
5. THE EXISTENCE AND LOCA77ON OF EXISTING UNDERGROUND FACIL177ES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS
TO 7HF BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXIS77NG FACIL177ES
EXCEP% AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR lS
REC' "RFD TO TAKE PRECAU77ONARY MEASURES TO PR07FCT ANY EXlST7NG
FACIiiIY' SHOWN HEREON AN? ANY OTHER W11CH IS NOT C. 7ECORD OR NOT
S'HL',!AV ON THESE PLANS
6. LOrA77C'I AND ELEVA77ON OF IMPROVEMENTS TO BE MET BY WORK TO BE
DC.lE SHALL BF COM -IRMED BY FIELD MEASUREMENTS PRIOR TO
C0NS7RUC770N OF NEW WORK CONTRACTOR K4 L MAKE EXPLORATORY
EXCAVATIONS AND LOCA.T EXIS77NG UND&LROUN/' rACILIAES SUfT7C,IEN7Z Y
AHEAD OF CONSIRUC,:� TO PERMIT REVISIONS !O PLANS IF REVISIONS A, ":£
NECESSARY BEMUSE OF ACTUAL LOCA770N OF EXIS77NG FACILITIES
7 7HE CONTRACTOR SHALL '!O77FY SAN DIEGO GAS AND ELFC7RIC COMPANY
PRIOR IC 5TAR77NG Y ARK NEAR COMPANY FACILITTES ANTI SHALL COORDINAIF
/ISAER "IRK WITV .'9UPANYR.,EPRESENTAINES
NOfi'CE.• ALL ELFCTRICAL AND 61-1,i SERVCES Oki THIN THIS PROJECT ARE
"IN3£`VU;"tOUAV /KSTALLA77ONS". FOR LO^,A30N OF ELFCTRICAY
CABLFS AND GAS P("Nu AND APPUR7EP'4NCES CONTACT THE SAN
i2!FTv G.IS AND ELECTRi "'9MPANY.
DEL x 'HONE (800) st2 -4133.
R n,t CENN, `' "W SHALL NOIlFY PA .i-TC BELL PRIOR TO 5, 777NG WORK NEAR
COMPANY f a. Es AN' SHALL COORDINATE HIS/HER ir9RK WITH COMPANY
Alt. ;?ESFN .IVES
NO77CE.• ALL 7FLEPHONE SERVICES WITHIN THI,` PROJECT BOUNDARY ARE
"UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES ArID
APPURTENANCES CONTACT PACIFIC BELL.
,'%£PHONE° (800) 422 -4133
9. THE CONTRA ,TOR SHALL N07IFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO
STARTING WORK NEAR COMPANY FACIL177ES AND SHALL COORDINATE HIS/HER WORK
WITH COMPANY RL "RESENTA77VES
NO77CE ALL WA7ER SERVICES W17iAN THIS P "9JECT BOUNDARY ARE
"UNDERGROUND INSTALLATIONS'. FOR LOC4770N OF MAINS AND
APPURTENANCES CONTACT THE SAA DIEGUITO WATER DIS7PICT.
TE/EPHONE.° (8?0) 422 -4133
10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TC CONTACT THE U71LlTf
AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE
C057 OF RELOCATIONS, i;" NEEDED.
11. AL' 7FLEWSION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
INSTALLA770AI^ FOR LOCA77ON OF CABLES AND APPURTENANCES CONTACT
12. POW-_R St :.'RCES AND RUNS SERVNG STREETLIGHTS SHALL BE SHOWN ON THE
AS 81 7 /Lr IMPROVL;;iELIT DRAWINGS. I'LL . OURCES SHALL BE LOCATED
11786W THE &SOICA7FD RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATFD TO
THE 71TY OF ENCii, "T `7 (PUBLIC)'
13 "" ' 4WIG SHAL' e.:- fi?' IJN77L fXS77NG POWER POLES ARE RELOCA7ED
JUTSYDE 1' "' Jt PAVED.
PRIVATE .;'?r IMP, '16 ANTS SHOWN "5RSON ARE FOR INFORMA77ON ONLY.
Sl1Y 9i RC1 iL SiPVA77�,'F PG7EON DOES NOT CONS777VTF APPROVAL OR
51'r'Nv. CITY L; ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE
PRNA1t `.'TPROVEMFVT3. (IF APPLICAL?'.E) (PRIVATE)
1S. ALL IWINARtf:S SHACI PP ^'Ar�F TRUE 90- DEGREE CUTOf-, i10 ALLOW NO
:S(,'A?E OF L/GPT Ai, :;7 1h't HORIZONTAL (PULR'L.ICJ
16: 171E ^nN7RACTOR SHALL ": UEST fROM THE FNGINEERING SERVICES
L:.. 14 IMEA, A PRE- CON.5 7RUC77ON MEE77NG AND SHALL PROVIDE AT LEAST 48
HRS OF N077CE,-OR SUCH A MEE77NG. PHONE NUMBER ° 633 -2770
17 THE DEVELOPER SVAIJ. BE RESPONSIBLE 7h. " r ANY MONUMENT OR
BENCHMARK '''IT IS i)WURBED OR DE57ROYE2. SHALL BE RE- ESTABLISHED
AND REPLACED BY , I RECIS7FRED C!VI'. ENGINE_ -r OR A LICENSED LAND
SIIRVEYOh:
18 'HE DEVELO PER SHALL MARK THE LOCA77ON OF EACH .SEWER LATERAL AND
WATER SERVICE 9Y CHISELING THE LET7FRS 5° AND "W' RESPEC77VELY 2° HIGH
INTO THE FACE OF THE CURB.
19. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
L 9CA7701! APPROVED BY THE INSPECTOR.
20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
5Frl- IFICA77ONS FOR PUBLIC WORKS CONSTRUC710N (LA7EST ED1770N), THE SAN DIEGO
STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICA77ONS FOR PUBLIC
WORKS C %IS7R000N (ADOPTED BY THE SAN LVEGO REGIONAL STANDARDS
COMM' 7EE), THE SAN DIEGO PFRONAL STANDARD DRAWINGS (LA7EST EEEON), AND
LEUCADIA WAS717WA7FRS DIS).'JCT'S ' . ADARD SPECIRCATONS.
21. ALL CUT P "' ILL SLOPES OVER 3 FEET CRE470 BY GRADING FOR S7REE7S AND
DRY VFWAYS SHALL BE HYDRO SEEDED WITH CITY 01" ENCINITAS A."PROWD HYDROSEED
Ml:; LIRE HYDRO SEEDS SL ^"ED_.SHALL BE IRRIGATED BY WA7ER 7RUCK WN THE
MIXTURE GERMINAIES AND GROWTH IS ESTABLISHED.
22 CONCEN7A7ED FLOWS 6CR05S DRIVEWAYS AND /OR SIDEWAYS SHALL NOT BE
PERMI77ED. DRAINAGE .�„'.'.4LL BE 7RANSMIT70 UNDER SIDEWALK, THROUGH FACE
OF CURB, TO GUT7T_R IN PUBLIC STREET.
23. THE CON7Ra.'. °TOR SHALL N077FY LEUCADIA W4S7FW4 7ER D1S7RICT AT (760) 753 -0155
AT LFASi TWO FULL WORKING DAYS PRIOR TO STAR77NG CONSIRUC77ON NEAR THEIR
FACILITY AND SHALL COORDINAIF W77H A COMPANY REPRESENTA77VE
SHEET INDEX
Sfr'EET 1 777LE SHEET, N07ES, LEGEND
ShZE7 f ;EWER PLAN AND PROFILE BARNES CIRC __
SHEET � SEWER PLAN AND PROFILE SHERIDAN ?OAD
SHEET 4 7RAFf7C CON7ROL PLAY SHERIDAN ROAD
REVISIONS APPROVED DAIS
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SAN DIEGUI TO WA TER D /STRICT NOTES
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0!NNERI'S CERTIFICA TE E
MPROVEMENT PLANS ® l (WE) HEREBY" CERNFY BIAT A REGlS1Fh'ED SOILS ENGINEER OR GEOLUu1ST
1. Kt ✓ItW Ut IH15 PLAN CT SAN U1t UU11U WAItK V1,51K1G1 UUtS NU1 L'UNS IfIU1t A
REPRESENTA770N AS TO THE ACCURACY OF THE LOCA77ON OF OR THE ElYI57ENCE OR
NON - EXISTENCE OF ANY UNDERGROUND UTTLITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT.
2. ALL EXIS77NG FACIL177ES MATCH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS LINE
PARALLELING, OR PROPOSED CONNEC77ON SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROP:JLtJ
U77LITY CROSSINGS WITHIN 10 FEET OF PROPOSED WA7FR MAINS SHALL BE SHOWN ON IMPROVEMENT
PLANS. ELFC7RICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT.
J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXIS77NG WATER FACILITY (FIRE HYDRANT, METERS VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED
BY THEIR PROJECT. ALL AIfEC7F0 WA7FR FACILITES MUST MEET CURRENT SAN DIEGUITO WATER
DISTRICT STANDARDS IF FACIL177ES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO
CURRENT STANDARDS AT THE OWNER'S EXPENSE.
4. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARA77ON WHEN PARALLF'Wr WATER SERVICES
5. MINIMUM HORIZONTAL SEPARA77ON OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS Af!') SAN
DIEGO GAS ,,a ID ELEC7RIC VAULTS
6. ALL W4 7b? SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 'r�'AVELED
WAYS. WA7FR METERS MUST BE IN fRONT OF THE PARCEL THEY ARE SERVING.
7 WA7FR MAINS, LATERALS AND APPURTENANCES SHALL BE CONS7RUC769 ACCORDING TO THE
STANDARD SPECIRCA77ONS OF THE SAN DIEGUITO W4 71R DISTRICT. THE CON7PACT^R SHALL AND
HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA . OF ACCEPTANCE.
8 UNLESS OTHERWISE N07ED, ALL CONNEC77ONS TO EXISTING MAINS WILL BE MADE BY THE
CON7RACTOR, UNDER THE SUPERVISION OF SAN DIEGUI70 WA7ER DISTRICT, AF7FR PATIENT OF THE
E577MA7E0 COST BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL
ARRANGEMENTS FOR HIGH- LINING, 7EMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN.
R WHERE FLEVA77ONS AND GRADES ARE NOT SHOWN ON THE WA7ER MAIN PROFILE, TOP OF PIPE
PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET.
10. ALL SERVICES TO BE CON57RUC7ED CLEAR OF DRIVEWAYS
11. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH
RESIDEN77AL LOT.
12 CONTRACTORS SHALL ACQUIRE A 7RENCHING PERMIT fROM THE CALIFORNIA DIVISION OF SAFFTY
FOR ALL 7RENCH WORK.
13 INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET
BEHIND WHERE SIDEWALK WILL BE CONSTRUCTED.
14. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINT IN WA7FR MAIN.
15. THE DISTRICT REQUIRES THAT COMPACTION 7FSTS BE TAKEN WHERE WA7ER LINES ARE INSTALLED
WITHIN EXIS77NG COUNTY RIGHT -OF -WAY, CITY OF ENCINITAS RIGHT=OF -WAY, PRIVATE EASEMENTS, AND
7HE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCE07FD AND A
COPY SET TO THE SAN DIEGUITO WA7ER DISTRICT OFFICE.
16. FiVOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO
OBTAIN AND REVIEW CURRENT SAN DIEGUITO WA7FR DISTRICT'S SPECIRCA TONS.
17 THE CONTRACTOR SHALL NO77FY THE DISTRIC7S INSPEC7701V DEPARTMENT 48 HOURS IN ADVANCE OF
BEGINNING WORK TO ARRANGE FOR INSPEC77ON OF PROJECT.
18. APPROVAL OF THIS PLAN BY SD. W.D. DOES NOT CONS777U7E A R£PRESENTA710N AS TO THE
ACCURACY OF THE LOCA77ON OF OR THE EXISTENCE OR NON- EXIS7ENCE OF ANY UNDERGROUND UTILITY,
PIPE OR STRUCTURE WITHIN THE 11MITS OF THIS PROJECT.
19. WATER CONNEC17ONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACK FLOW
DEVICE INSTALLED TO THE DISTRICT'S SA77SFAC77ON. BACK FLOW DEVICES ARE TO BE INSTALLED
DIRECTL Y OUTSIDE CITY OR COUNTY RIGHT=OF -WAY OR OUTSIDE WA7ER DISTRICT EASEMENT. REPAIR,
MAINTENANCE AND ANNUAL 7ES77NG GF BACK FLOW DEVICES ARE RESPONSIBILITY OF OWNER.
20. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCA7E ANY EXIS77NG WATER FACILITY (FR,
ME7FRS, VAL WES, VAL VE BOXES, ETC.) FIAT IS AFFECTED BY ITS PROJECT
■
m 1 plt 1
(LWD SEWER NOTES CON TD)
8 PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT
SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREMENTS
9. PRIOR TO BEG INNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR CONSTRUCTION AND
SHALL PROVIDE A MINIMUM OF 48 HOURS N077CE TO LCWD PRIOR TO CONS7RUC770N.
10. NO WORK SHALL BE COMMENCED UN77L ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDIC710NAL CITY,
COUNTY, AND /OR OTHER APPROPRIATE AGENCIES
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SEC77ON 6705 BY SUBMIT77NG A DETAIL PLAN TO THE
DIS7RICT ENGINEER SHOWNG THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE
FOR PROTEC77ON OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING 7RENCH EXCAVA770N AND PIPE
INSTALLA77ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL 7R£NCHES FIVE FSET OR MORE IN DEPTH. IF
THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY 771E CONS7RUCIION SAfETY ORDERS,
777ZE 8, CALIFORNIA ADMINIS7RA77VE CODE, THE PLAN SHALL BE P, ®EPARED BY A REG157FRED 7NGlN£ER. A COPY
OF THE OSHA EXCAVA77ON PERMIT MUST BE SUBMITIED TO THE LCWD INSPECTOR PRIOR TO EXCAVA77ON.
12 ALL SEWER FACIL177ES SHALL BE INSTALLED IN DRY EXCAVA77ONS AND 7RENCHES CONNACTOR SHALL
DEWA7FR AND MAINTAIN DEWA7FRING CON77N000SLY UN77L THE WORK IS COMPLETED INCLUDING PLACEMENT AND
COMPAC77ON OF BACKFILL MA7FRIALS IN A DRY STALE. ALL PIPE ZONE MA7FRlAL LOCATFD IN WET OR AREAS
SUSPECTED 70 BE WET IN THE fU71IRE SHALL BE ENCASED IN GEOlEX77LE MA7FRIAL. SUITABLE GE07EX77LE
MATERIAL SHALL BE SUBMIT70 TO THE D157RICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL
OBTAIN DEW4TTRING PERM17S AS NECESSARY AND RETURN OF GROUNDWA7ER TO` THE SEWER SHALL NOT BE
ALLOWED.
13 THE EXISTENCE AND LOCA77ON OF UNDERGROUND U77LI77ES SHOWN ON THESE PLANS WAS OBTAINED BY
AVAILABLE RECORDS SEARCH BY THE PRIVAIF ENGIhZR. TO THE BEST OF THE PRIVAIF ENGINEER'S KNOWLEDGE,
THERE ARE NO EXISTING U77LI77ES EXCEPT ]HOSE SHOWN ON THESE PLANS AT7EN77ON IS CALLED TO THE
POSSIBLE EXISTENCE OF OTHER U77LI77ES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCA77ON FROM THAT
SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAU77ONARY MEASURES TO P?OTECT THE
U77LI77ES SHOWN ON THE PLANS AND OTHER EXIS77NG FACIL177ES OR S7RUC7URES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LCMD DOES NOT CONS7770`7F A REPRESENTA770N OF THE ACCURACY OF THE
LOCA77ON OF OR THE EXISTENCE OR NON- EXIS7ENCE OF ANY UNDERGROUND UTILITY PIPE, OR SNUCIURE
WITHIN THE LUIS OF THIS PROJECT.
21. CONTRACTOR TO SUPPLY DOCUMENT7T701V SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED
15 CONTRACTOR SHALL N077FY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STAIF LA!!
FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE
ALL U77LITY CROSSINGS SHALL BE P0171OLED PRIOR TO 7RENCHING.
DIVISION.
AND , +; 7HF PAa av_� STABILITY E�
THE SEWER MAIN UNLESS OTHERWISE
16. COAI7RACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGUL 7701VS
22. USE THE FOLLOY9NG VARIOUS COMBINAIlO1i1S OF PLAIN END PIPE LENGTHS Wl1H H!G'H D( r':EC770N
INCL�jDlNG, BUT NOT LIMI7ED T0, 7RENCH SAFETY AND CONFINED SPACE ENTRY.
COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN B0171 HORIZONTAL AND VER77CAL
RECOMMENDED APPRO
BY B> -
DATE. 3/24 l04
DIREC77ONS DO NOT RFND PIPE BETWEEN COUPWIGS S4 CUT INTEGRAL BELL END OF STANDARD PIPE
17 SOILS REPORTS SHALL BE SUBMIT70 TO LCW? BY A QUALIFIED SOILS ENGINEER WHICH CER77RES TH,4T
AND BEVEL END FOR USE NTH DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH
TRENCH BACKFILL WAS COMPAC70 AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON S17E
DEFLEC77ON COUPUPGS FOR ALL RADII BETWEEN 140 AND 270 FEET. G,_ 19 -FOOT PIPE LENGTHS NTH
EARTHWORK 5PECIRCA77ONS AND THE LOD STANDARD SPEC,
DEFLEC77ON COUPLINGS FOR RADA PE14EEN 270 FEET TO 560 FEET. USE AN INTFGRAL BELL END PIPE
WORKMANSHIP AND /OR MA7ERIALS WHIN THE ONE YEAR PERIOD W1771OUT EXPENSE HHATSOEVER TO LCWD.
LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE
18. SEWER ELEVA77ONS SHOWN ARE INVERT ELEVA77ON (I.E.) INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN
DEFLEC77ON COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINA77ON THROUGH THE
ARE fROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9
e /
��
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTA77VE.
19. ALL REVISIONS TO ORAWINGS SHALL BE APPROVED BY THE LOD DISTRICT ENGINEER IN WRI77NG PRIOR TO
23. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY
CONS7RUC770N.
EXCAVA77ON WITHIN EXISTING CITY RIGHTS -OF -WAY.
20 CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD
24. FILL AREAS MUST BE COMPAC7ED TO 9OX PRIOR TO PIPE INSTALLA770N.
AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVA7F ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LCWD
FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
NOR LCWD GUARANTEE THE ACCURACY OR COMPLETtNESS OF THE SEWER QUAN7777ES
21. LENTH OF OPEN TRENCH SHALL BE LIM17ED TO 350 FFET, INCLUDING COLLECTORS AND LA7FRALS, UNLESS
MAIN SHALL 7ERMlNAIF 6" ABOVE PAVING SUBGRADE WITH FINAL LOCA7701V JUST BELOW PAVING.
OTHERWISE APPROVED IN MRI77NG BY THE D157RICT. 7RENCH SHALL BE BACKFILLED OR PLA7ED AT THE
L WD SEWER NOTES
CONCLUSION OF EACH DAY OF WORK.
1. LAD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK, OR
22. THE CONTRACTOR SHALL PR07FCT ALL SURVEY MONUMENTA770N. F ANY SURWFY MONUMENTS ARE
CONTRACTOR FROM RESPONSIBILITY FOR THE CORREC77ON OF ERRORS AND OMISSIONS DISCOVERED DURING OR
DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND
AFTER CONS7RUC770N.
RECORD THE MONUMENT CHANGE PER STATE LAW.
2 ALL DESIGN, MATERIALS AND C0N57RUC77ON WORK SHALL CONFORM TO THE LEUCADIA COUNTY WA7FR
23 A MIN /MUM OF 12 INCHES VER77CAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY
DISTRICT IWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIRCA77ONS FOR PUBLIC
OTHER UNITES.
WORKS C0NS77?UC77ON (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT 0I710NS IN
24 S-FPARA77ON OF SEWER / ?1,A7FR AND SEWER /RECLAIMED W47FR SHALL COMPLY NTH LCWD STD DWG S -2
THE EVENT OF CONFLICT THE LCMD SEWER STANDARDS GOVERN.
AND WITH ALL COUNTY AND STAIF HEALTH DEPT REGULATIONS
3 OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL
25 CONNEC77ONS TO EXIS77NG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF
77MES WITHOUT EXCEP7701V
THE LW? INSPECTOR NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTTNG SEWER UN77L
PRI VA TE ROAD CERTIFICA TION••
I CER77FY THAT THE PRIVAIF ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SA77SFIES
THE REQUIREMENTS AS STATED IN THE FINAL N077CE OF APPROVAL FOR 02 -045 AND THE
STANDARDS FOR PRIVAIF STREETS
DATE•
R.C.E.
REVIEWED FOR CONFORMANCE WIN PRIVATE STREETS STANDARDS:
rIn
CITY ENGINEER, R.C.E. DA 7E
OWNER'S CERTIFICA TION
1 HEREBY AGREE TO COMMENCE WORK /JN ANY IMPROVEMENTS SHOWN ON THESE PLANS
WITHIN EXIS71NG CITY RIGHT -OF -WAY WITHIN 60 DAYS AF7FR ISSUANCE OF THE
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK AC77VELY ON EVERY NORMAL WORKING
DAY UN771 COMPLETED, IRRESPEC,7W AND INDEPENDENT OF ANY OTHER WORK ASSOCIA7FD
NTH THIS PROJECT OR UNDER M;' C0A17POL.
OWNER.• CALIFORNIA COVE AT ENCINITAS, LLC
ADDRESS: 8'05 IRVINE CENTER DRIVE 1 800
IRVINE, CA 92618
ASSESSORS PARCEL NOS 216- 063 -02, 03, 08
SOILS ENGINEER'S CERTIFICA TE
1, JAMES L. BROWN, A REGISTERED GEOTECHNICAI ENGINEER IN THE STAIF
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL
COND177ONS PREVALENT WITHIN THIS S17F WAS MADE BY ME OR UNDER MY
DIREC77ON BETWEEN THE DA7FS JULY 14, 2003 AND AUGUST 8, 2003 ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NTH MY
RECOMMENDA77ONS, HAS BEEN SUBMI TIED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, l HAVE mt KEMED THESE GRADING PLANS AND CER77FY THAT THE
RECOMMENDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE GRADING PLANS AND SPECIFICA TONS.
THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2 & J. DOCUMENTS ON THE JOBS17F AT ALL
77MES
HAS BEEN OR '-PILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACNViIY
SIGNED:
/
DATE /�ZZID�f
/
L WD SEWER NOTES CON TV)
AND , +; 7HF PAa av_� STABILITY E�
THE SEWER MAIN UNLESS OTHERWISE
JAMES L. BRO
HORIZONTAL AS NOTED
VER77CAL N/A
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER �E DATE OF FINAL
SHOW AS APPROVED BY LCMD ON THE PLANS.
SH AS
RECOMMENDED APPRO
BY B> -
DATE. 3/24 l04
IMPROVEMENT PLANS t-OR. //��
HER! ® /`1N ESTATES
WORK PROJECT N0.
29, ALL SEl1TEKLATER4LS SHALL BE PROVIaw W /CAS %E x`'NG4SEMRAIrREfz L%'VO S7D•
ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFEC77VE IN
A HIGH S" SHALL BE INSCRIBED ON THE CURB FACE AT
EACH LATERAL LOCA170N BY THE
GE NO.: 002176
PNG. S-15 FOAAGL LOCA770N5 A/HERa /NERR& 1S LESS 77�1AN THREE >=EE'T OF
WORKMANSHIP AND /OR MA7ERIALS WHIN THE ONE YEAR PERIOD W1771OUT EXPENSE HHATSOEVER TO LCWD.
o
GX041Af 7 COVE2 FAROA-f Tai° OF U7'EY24L PIPE 70 GR&IAI� SUkFAGE.
iiz"
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29. A 10 GUAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LA7FRAL. THE WIRE SHALL
70 7HE MRE. THE TAG OVER THE SEWER
L
SI C.
l� �l Cl Qg�
SAN DIEGUITO WATER DISTRICT
EXTEND UP TO A 2® COPPER TAG 17ED AND SOLDERED
,'�`�� �
NOR LCWD GUARANTEE THE ACCURACY OR COMPLETtNESS OF THE SEWER QUAN7777ES
MAIN SHALL 7ERMlNAIF 6" ABOVE PAVING SUBGRADE WITH FINAL LOCA7701V JUST BELOW PAVING.
SEWER WORKS APPROVAL
CALIFORNIA COVE AT ENCINITAS, LLC
ENO. 00
THE TAG OVER THE CUSTOMER END OF THE LA7FRAL SHALL EX7FND ABOI/£ GRADE UN77L
17EM!
STD. DWG. SYMBOL
QUANI17Y
°
CONNEC7ED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNEC770N.
ExpA
r
7 PRIOR TO CONSPri.,,710N, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MA1FRlALS
'�"`'"� ���•
PROJECT BOUNDARY ��
o
®�-- zlZ1� -r
4L, D 1)e_y �T�l . 361.5e
IRVINE, CA 92618
.$0. ALL PIPE SHALL BE HANDLED AND INSTALLED SO'AS TO PR07ECT PIPE, JOINTS LINING, AND
LOT LONE
APPROVED BY. DA 7E
APPROVED BY. DA 7E
COA77NG THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CON77N000S BEARING AND PREVENT
EXIST.
SPOT ELEVA110NS -' °-
NOTE SYGNA77JRE EXPIRES 2 YEARS AFTER DA 7E
UNEVEN SETTLEMENT. PIPE SHALL BE PR07FCTED AGAINST FLOTA77ON AT ALL ONES. OPEN ENDS
OF PIPE SHALL BE SEALED AT ALL 77MES WHEN CONSTRUCNON IS NOT IN PROGRESS
EXIST.
CONTOUR
31. PIPE JOINTS SHALL NOT BE DEFLEC70 UNLESS SO DESl^ ^OFD AND SHALL THEN BE L /M 17FD TO
EX /ST
SANITARY SEMSR &MANHOLE
v
LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY 71L Nn'E MFGR.
EXIST.
WATER MAIN W . .........�
°T
32. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCMD SEWER STANDARDS. WA7FR
EXI'
EIRE HYDRANT ASSEMBLY
�
✓ET77NG SHALL NOT BE ALLOWED.
EXIST.
STORM DRAIN " ..
J3, ALL LA7FRALS SHALL BE CONS7RUC70 CLEAR OF DRIVEWAYS:
EXIST.
STORM DRAIN STRUCTURE S
EXIST.
TREES/BRUSH
34. JOB MIXIIIG OF CONCRETE IS NOT ALLOWED WITHOUT EXCEP770N. CONCRETE 7ES77NG BY LCMD
WILL BE AT CONTRACTOR EXPENSE.
EXIST
STREET LIGHT'
36. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT 77ME OF
EXIST.
A SPY tALT PAVEMENT EDGE
PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN
EXIST.
FENCE
THE BASE FOR EACH PIPE CONNECTION. SET77NG OF MH RINGS SHALL NOT BE ALLOWED FOR 48�
HOURS AF7ER CONCRETE PLACEMENT PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH
EASEMENT LINE
8° SEWERS NTH DISTRICT ENGINEER APPROVAL.
EXISTING CURB /BERM . . ..... . .. . ..
36. JOINTS BETWEEN MH BASE, SHAF77NG, CONE SEC7701VS, AND RING SHALL HAVE A 2° BY 2"
PROP.
WATER LINE -
BUTYL RUBBER GASKET PLACED WTHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY
PRESS -SEAL GASKET CORP., OR APPROVED EQUAL.
PROP.
SEWER LINE LAD S -11, S -12 -- --
615'
37, ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3)
PROP.
WA7FR LA7FRAL SDW? P -2 OR P -2A
SUBSEQUENT TO ANY SUSPEC7ED MOVEMENT OR DAMAGE AFTER BACKFILL.
LOD 5 -17
PROP.
SEWER LATERAL
38. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND
-
7FLEWSED AT PIE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERA77ON FOR FINAL
PROP.
SEWER MH LAP S -3 S -4
ACCEPTANCE BY LCMD. AIR TEST SHALL BE DONE AFTER CONSTRUC770N OF ALL OTHER U77LI77ES
PROP.
FIRE HYDRANT SOW? P -1
AND UTILITY LA7FRALS
PROP.
GATE VALVE
39_ ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HA Of FINAL APPROVAL BY 7HE
PROP.
STORM DRAIN = -
I INSPECTOR PRIOR TO PAVING.
APN,•
SITE ADDRESS:
PROP
STORM DRAIN CO. - -
I
PROP.
_
B -INLET .-
216- 063 -02 LOTS 7, 8 9 & 10 OF, VOCADO ACRES
1'
216- 063 -C3 NO. 3 PER MAP NO. 2063
PROP.
PERCENT GRADIENT
216 - 063 -08 CITY OF ENCINITAS, CA 92024
PROP.
GRASS SWALE (WA7FR QUALITY AREA).
_
�. .
LEGAL
DESCRIPTION.-
PROP.
DRIVEWAY CULVERT•
PROP.
ROLLED CURB
THOSE POR77ONS OF 10 IS 7 8, 9 AND 10 OF AVOCADO ACRES NO. 3, IN THE COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2063, FILED IN THE
PROP.
CURB
OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SAN DIEGO OCTOBER 3, 1927.
_
PRI VA TE ROAD CERTIFICA TION••
I CER77FY THAT THE PRIVAIF ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SA77SFIES
THE REQUIREMENTS AS STATED IN THE FINAL N077CE OF APPROVAL FOR 02 -045 AND THE
STANDARDS FOR PRIVAIF STREETS
DATE•
R.C.E.
REVIEWED FOR CONFORMANCE WIN PRIVATE STREETS STANDARDS:
rIn
CITY ENGINEER, R.C.E. DA 7E
OWNER'S CERTIFICA TION
1 HEREBY AGREE TO COMMENCE WORK /JN ANY IMPROVEMENTS SHOWN ON THESE PLANS
WITHIN EXIS71NG CITY RIGHT -OF -WAY WITHIN 60 DAYS AF7FR ISSUANCE OF THE
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK AC77VELY ON EVERY NORMAL WORKING
DAY UN771 COMPLETED, IRRESPEC,7W AND INDEPENDENT OF ANY OTHER WORK ASSOCIA7FD
NTH THIS PROJECT OR UNDER M;' C0A17POL.
OWNER.• CALIFORNIA COVE AT ENCINITAS, LLC
ADDRESS: 8'05 IRVINE CENTER DRIVE 1 800
IRVINE, CA 92618
ASSESSORS PARCEL NOS 216- 063 -02, 03, 08
SOILS ENGINEER'S CERTIFICA TE
1, JAMES L. BROWN, A REGISTERED GEOTECHNICAI ENGINEER IN THE STAIF
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL
COND177ONS PREVALENT WITHIN THIS S17F WAS MADE BY ME OR UNDER MY
DIREC77ON BETWEEN THE DA7FS JULY 14, 2003 AND AUGUST 8, 2003 ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NTH MY
RECOMMENDA77ONS, HAS BEEN SUBMI TIED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, l HAVE mt KEMED THESE GRADING PLANS AND CER77FY THAT THE
RECOMMENDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE GRADING PLANS AND SPECIFICA TONS.
THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2 & J. DOCUMENTS ON THE JOBS17F AT ALL
77MES
AF7ER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT
ENGINEER.
SIGNED:
/
DATE /�ZZID�f
CHECKED BY Z
26. ALL SERVICE LATFRALS SHALL BE LOCATED AT RIGHT ANGLES TO
THE SEWER MAIN UNLESS OTHERWISE
JAMES L. BRO
HORIZONTAL AS NOTED
VER77CAL N/A
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER �E DATE OF FINAL
SHOW AS APPROVED BY LCMD ON THE PLANS.
SH AS
RECOMMENDED APPRO
BY B> -
DATE. 3/24 l04
IMPROVEMENT PLANS t-OR. //��
HER! ® /`1N ESTATES
WORK PROJECT N0.
1366 -1
11 '?2 -045
ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFEC77VE IN
A HIGH S" SHALL BE INSCRIBED ON THE CURB FACE AT
EACH LATERAL LOCA170N BY THE
GE NO.: 002176
EXP. DA 7E• 6 -30 -05
WORKMANSHIP AND /OR MA7ERIALS WHIN THE ONE YEAR PERIOD W1771OUT EXPENSE HHATSOEVER TO LCWD.
E!
CONTRACTOR.
OWNER & PERMI TTEE•
L
6. QUAN7777ES SHOWN HEREON ARE FOR BOND ES77MAIF PURPOSES ONLY. NE17HER IRE PRNATF ENGINEER
SAN DIEGUITO WATER DISTRICT
LEUCADIA WASTEWATER DISTRICT
,'�`�� �
NOR LCWD GUARANTEE THE ACCURACY OR COMPLETtNESS OF THE SEWER QUAN7777ES
WATER WORKS APPROVAL
SEWER WORKS APPROVAL
CALIFORNIA COVE AT ENCINITAS, LLC
ENO. 00
ATIN. JONATHAN PEARSON
ExpA
r
7 PRIOR TO CONSPri.,,710N, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MA1FRlALS
'�"`'"� ���•
8105 IRVINE CENTER DRIVE }'800
AND SUPPLIES SA TO LCWD WORK SHALL NOT COMMENCE UN77L SUCH MATERIALS ARE APPROVED
®�-- zlZ1� -r
4L, D 1)e_y �T�l . 361.5e
IRVINE, CA 92618
„
BY LC,1?.
APPROVED BY. DA 7E
APPROVED BY. DA 7E
TEL. NO. (949) 453 -1775
-.
NOTE SYGNA77JRE EXPIRES 2 YEARS AFTER DA 7E
N07E• S16WA7URE EXPIRES 2 YEARS AFTER DA IF
REFERENCES I DATE
BENCF MARK
CLSB -022
FOUND 2" lP W/ DISC STAMPED IS 6215
PER RECORD OF SURVEY 17271
ELEV =62.95
PROP. A/C PAVEMENT
PROP. PCC CONCRETE
PROP. TRENCH RESURFACING PER CITY OF ENCINITAS
SID. DRAWING
INSTALL NO PARKING" SIGN a
STATEMENT OF ENGINEER OF WORK
7HE UNDERSIGNED ENGINEER AGREES THAT 771E WORK PERFORMED BY THE P4 _ "AIFER SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRA C77CES OF ThL ENGINEER'S
7RADE OR PROFESSION. 7HE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HFRElN
SHALL BE IN ACCORDANCE WITH THE RULES AND REGUL 9370615 REQUIRED BY THE CITY OF
ENCINITAS THE ENGINEER AGREES THAT ANY PLAN C' LEC�K OR REVIEW PERFORMED BY 71;`"
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED f '
ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS -9F THE TECHNICAL
SU'RCIENCY OR ADEQUACY OF THE PLANS OR DESIGNAND IT 7HEREFORF' J✓F: ,r;:T RELIEW
THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
7-IFR£ON. THE ENGINEER AGREES TO INDEMNIFY AND HAD HARMLESS THE CITY OF
£NG `:7TAS AND ITS OFFICERS AGENTS, AND EMPLOYEES PROM PROPERTY DAMAGE Co BODILY
INJURY A/binvu SOLELY F1?OM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER
AND HIS /HER AGENTS OR EMPLOYEES AC77NG (WHIN THE COURS7 489 SCOPE Oh _dX'
AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERf °WED BY THE ENG11':ER.
BY �IIIVY\ DAT1-__L 5-0
AND W J. KANN
RCE NO.: 50940 EXP. DA 7F° 9 -30 -05
Partners, Planning and Engineering QROFESS/0*
15938 Bernardo Center Drive �e�° °�Sw J. y9 F�
San Diego, CA. 92127 Q� y�
Ph. (858) 376 -3444 W No: 50940 m
Fax: (858) 376 -3555 Dp. 9 -30 -05
ri C /V1\"
JOB N®. 309.00 9�F OF C aO4�
PLA.NNING X BUILTWNG t>� Fqf AS- BUILT
✓ °' % i1�4� BY. DATE:
AP
PAQV60 sl'_ DA.TE ANDREW J. KANN R.CE. 50940
SCALE
ENCINITAS FIRE DEPARTMENT
DESIGNED Bj!±1 B !±1
DRAWN BY
CHECKED BY Z
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMEN
DRAWIN3 NCI,
HORIZONTAL AS NOTED
VER77CAL N/A
��
PLANS PREPARED UNDER THE SUPERKS10N OF
DA 7E- 1--15-
R.C.E. N0.: 5094
ANDREW J.' KANN EXP. 9 -30 -05
RECOMMENDED APPRO
BY B> -
DATE. 3/24 l04
IMPROVEMENT PLANS t-OR. //��
HER! ® /`1N ESTATES
WORK PROJECT N0.
1366 -1
11 '?2 -045
APPROVED ;:' ATE
cl-lEt T 1 L)F
Q
U cv ,� •n
h
�I
to
I�
�a11 n
1XI
DATA
CURB
DELTA OR BRG RADIUS
DATA
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
rCENTERLINE
N8979'49'W
RADIUS
138.23'
2
REMARKS
7944'57"
50.0
69.59'
25.00'
39.20'
195221'
502.0
174.11'
4
2
"
71.04'
'
4"
1XI
DATA
CURB
DELTA OR BRG RADIUS
NO
DATA
RADIUS
LENGTH
REMARKS
1
NO.
DELTA OR BRG.
RADIUS
LENGTH
2
REMARKS
16. -
1
90'70'12"
25.00'
39.20'
J
6 G -1
0 HT
4
2
"
71.04'
'
4"
ROLLED
CURB TYP
50.84'
3
79 44'57"
38.00'
5289'
4'
ROLLED
CURB lYP
10'
4
1336'36"
490.00'
116.39'.40
2.0%
RaLED
U TYP
5
55 48'33"
28.50'
27.76'
40
ROLLED
CUB TYP
4.9'
6_
1444959"
37.50'
II&33'
4"
ROLLED
CURB 0' HT
7
394729"
2850'
19.79'
4.4'
6" G -1
0' HT
41591
8
1501'40"
522.00'
136.91'
25'
6" G -1
0' HT
78.0
9
794457"
70.00'
97.43'
6" G -1
0' HT
42'
10
N8919'57 0W
784
96.66'
4.7'
6" G -1
0' HT
SEWER ESMT.
/l
8970'55"
25.18'
24.82'
j,5,
'
6" G -1
0' HT
78.5
12
36000'00"
10.00'
62.83'
mF m
6" G -1
0' HT
13
12920'59"
1 37.50'
79.24'
LOT 8
6" G -1
0' HT
* RED CURB PER ENCINITAS RRE DEPARTMENT STANDARDS
X WATER
DATA
DATA
DELTA OR BRG RADIUS
NO
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
IV8979'49 "W
0935:210 200'
1079'
80 P. VC. CL -150
2
N3473'35 "E
16. -
3.68'
8" P. V.C. CL -150
3
N8979'49'E
20%
110.67'
8" P. VC. CL -150
4
N51:3020 "E
71.54
71.04'
8 "P. V.C. CL -150
5
0541'39"
512.0
50.84'
8" P. VC. CL -150
6
3170.4
512.0
122.
4" P. VC. CL -150
X LWD SEWER
DATA
NO.
DELTA OR BRG RADIUS
LENGTH
REMARKS
1
24'73'09" 502'
200.28'
B P. VC. SOR 35
1
0935:210 200'
1 34.5 '
8 P. V C. (SOR 35
3
N7309'3 "W
16. -
8 P. VC. (SDR 35
0
-1 0.
V *47 V.
I
± 127 IKH T 80. it I v 0$
N S __ �( A...= t54,J7_
N V = 30 P STA = 1'60
* A.D. = 2. - _
K 30.9
El
A
5 +00 4 +00 3 +00 2 +00
---Nmm
SCALE 1' =30' ° LOT 5 0; -+ ^ LOT 7
1+00
LOT -
+ ^ �, ORA/NAl EASEMENT
` . OWYv�i Q Q y"i S� PER DOC.
LOT 4 �• h h m +ti �o ^� ?� �p REC.
TYPE F' CB
ip
2w O b B �{�
...� 'yw ..... ....... _ +_lid° _ � -. www>• -
lE�dQ
a=PCC CONCRETE
O=GRASS SWALE
= ACCESS RIGHTS TO SHERIDAN
ROAD RELINQUISHED (LOTS 1,2,3 & 8)
- - = BOUNDRY LINE
P• = PROPERTY LINE
REVISIONS APPROVED DATE
S\i IZEb 13M WE %
P0 111 T n Lf. R•1L.c
4.01 VC � j ( 9 l I l I~ 14'
1
SEWER SUMMARY DATA TABLE
STA 5 +20
SOP MAIN
INV. ELEV.
RISE FROM
MAIN
LENGTH
IN FEET
INV. ELEV.
AT ESMT.
TC ELE
GROUND
EL 0 ESMT.
DEPTH ®
ESMT.
LATERAL
SLOPE
STA77ON
SWR. LA T.
STATION
WTR. LA T.
COMMENTS
1
72.41E
L2'
Dwy
73.3
79.2
79.3
°•
20%
31721
3131 -+
2
71.54
L.2'
16'
73.1
78.9
79.0
5.9'
2.0%
4+221
3170.4
3
71.08
BC =2 +38.328
10'
72.4
80.1
80.1
7.7'
2.0%
STA 2+38
41641
4
71.02
10.5-1
15' PUBLIC STORM DRAIN
72.6
77.6
77.5
4.9'
2.0$
4169- •
5
71.40
1.2'
27'
73.1
77.6
77.5
4.4'
20$
4 +491
41591
6
EASEMENT PER MAP
1.2'
25'
73.3
78.1
78.0
4.7'
2.0%
4+001
41391
7
241
42'
25'
73.6
784
78.3
4.7'
20%
3+38i
SEWER ESMT.
I
7231
L2'
j,5,
'
73.7
78.6
78.5
4.8
2.0%
2 +721
2+381
mF m
LOT 1 PER DOC
LOT 8
>. w M m
-. `
1.0'
LOT 3
g2�'�Or LOT 2
REC
L`1
41' SDWD WATER ESMT.
DETAIL 0" CURB
ll a
PER MAP A
$
49',
A
o
,
21
NO SCALE
SEE GRADING PLAN SHEET 5 /l
20' PUBLIC SEWER
ry
FOR STORM DRAIN DATA /
EASEMENT PER MAP
CURBS 5 1HRU 13 SHALL BE PAINTED
CURB
s s
I
z
lE�dQ
a=PCC CONCRETE
O=GRASS SWALE
= ACCESS RIGHTS TO SHERIDAN
ROAD RELINQUISHED (LOTS 1,2,3 & 8)
- - = BOUNDRY LINE
P• = PROPERTY LINE
REVISIONS APPROVED DATE
S\i IZEb 13M WE %
P0 111 T n Lf. R•1L.c
4.01 VC � j ( 9 l I l I~ 14'
1
SEWER SUMMARY DATA TABLE
LOT
No.
SOP MAIN
INV. ELEV.
RISE FROM
MAIN
LENGTH
IN FEET
INV. ELEV.
AT ESMT.
TC ELE
GROUND
EL 0 ESMT.
DEPTH ®
ESMT.
LATERAL
SLOPE
STA77ON
SWR. LA T.
STATION
WTR. LA T.
COMMENTS
1
71.75
L2'
16'
73.3
79.2
79.3
6.0'
20%
31721
3131 -+
2
71.54
L.2'
16'
73.1
78.9
79.0
5.9'
2.0%
4+221
3170.4
3
71.08
1.2'
10'
72.4
80.1
80.1
7.7'
2.0%
5+201
41641
4
71.02
0.6'
51'
72.6
77.6
77.5
4.9'
2.0$
41911
4169- •
5
71.40
1.2'
27'
73.1
77.6
77.5
4.4'
20$
4 +491
41591
6
71.65
1.2'
25'
73.3
78.1
78.0
4.7'
2.0%
4+001
41391
7
71.96
42'
25'
73.6
784
78.3
4.7'
20%
3+38i
3 +28i
8
7231
L2'
10'
73.7
78.6
78.5
4.8
2.0%
2 +721
2+381
RED AND WITH ND PARK /NG LETTERS 4' ROLLED CURB
PER EXaNITAS RRE DEPARTMENT
-4
STANDARDS PCF & GU77E71 (G )
CIE = 9V0 PARKING RRE LANE" SIGNS ,o i ; • S•(p 1 +41.85
PER ENCINITAS RRE DEPARTMENT /BA INSTALL 2" MAR OUTSIDE OF
TYPE F' CB (7 TOTAL) 7RAVELWAY AND GRASS AREA
NSTALL 2 BLOW - ------------ ------------------------------ j ------- - ------------
ACCESS RIGHTS TO SHERIDAN
ROAD RELINQUISHED (L075 1,2,&
REFERENCES DATE BENCH MARK
CLSB -022
FOUND 2" lP W/ DISC STAMPED LS 6215
PER RECORD OF SURVEY 17271
- ELEV =62.95
n
EASMENT FOR PEDESTRIAN AND PUBLIC
,UlaLID- s- Fat-- gfERIDAN ROAD ........ -------...... ._.,..
SCALE
HORIZONTAL. _n:!!0'
VER77CAL: -l--6'
]VJAF 613
T (PVT.)
ilk
• ° :�`c.•` h a a
SCALE. 1 " =30'
/ifCCESS RIGHTS TO SHERID,
ROAD RELINQU SHED _(LOT I
6 +00
7 + 00
ucxwvcu c UrrNmv L/7Ctd1GU o, APPROVALS
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVE
DATE:
R.C.E. N0.:95 8Y BY
ANDREW✓. ANN EXP. 9 -30 -05 DATE• 3/24-/ 04
PL PL
NOTE
SEWER CLEANOUTS (PER LWD S -B)
REQUIRED AT ALL BENDS IN LATERALS
AND AT THE PROPERTY LINE.
ALL SEWER LATERAL CONIVEC7701VS
SHALL BE PER LW S -17
FOR IMPI?O VEX -NT
OF SHERIDAN ROAD
SEE SHEET 3
n
X.
N
ANCHOR \ 0.8 \
Om CURB 401 a h
SEE DETAIL `� a
SEC7M A -A HANA COURT
pFESSI IQ o e
4' AC MIN NO SCALE o QR 0N9! Qt
o,
CLASS ll AB (MIN) go�EW J. 49�y �� 0�.m'�'�
00 C)o
w No. 50940 a R:
FINAL PAVEMENT SEC71ON PER SOILS ENGINEER Exp. 9 -30 -OS
�f1 b4
f Of C A��F A J •�
SIGNER- AIN DA
✓. E• J 3 D W
DREW UA
w
ROE NO.: R.C.E. 50940 EXP. DA 7E• 9 -30 -05
AS ENGINEERING DEPARTMENT DRAWING N0.
IMPROVEMENTS PLANS FOR: �1
SHERIDAN ESTATES 1365 -1
AVRK PROJECT NO. SHEET 2 OF 4
PWILT
32'
GRASS OR TURF LINED
0.5'
OPI7ON OVER LANDLOK
12,
20'
4.0'
TURF REINFORCEMENT
V
V
15.5'
.5 ¢' 2' 7' 2.
2%
PAD
AC PAVING
29
P� GRADE
NOTE
SEWER CLEANOUTS (PER LWD S -B)
REQUIRED AT ALL BENDS IN LATERALS
AND AT THE PROPERTY LINE.
ALL SEWER LATERAL CONIVEC7701VS
SHALL BE PER LW S -17
FOR IMPI?O VEX -NT
OF SHERIDAN ROAD
SEE SHEET 3
n
X.
N
ANCHOR \ 0.8 \
Om CURB 401 a h
SEE DETAIL `� a
SEC7M A -A HANA COURT
pFESSI IQ o e
4' AC MIN NO SCALE o QR 0N9! Qt
o,
CLASS ll AB (MIN) go�EW J. 49�y �� 0�.m'�'�
00 C)o
w No. 50940 a R:
FINAL PAVEMENT SEC71ON PER SOILS ENGINEER Exp. 9 -30 -OS
�f1 b4
f Of C A��F A J •�
SIGNER- AIN DA
✓. E• J 3 D W
DREW UA
w
ROE NO.: R.C.E. 50940 EXP. DA 7E• 9 -30 -05
AS ENGINEERING DEPARTMENT DRAWING N0.
IMPROVEMENTS PLANS FOR: �1
SHERIDAN ESTATES 1365 -1
AVRK PROJECT NO. SHEET 2 OF 4
PWILT
2 +00
NOT A PART
1 +C
I;
DELTA OR BRG.
Q
I
i f
°ml
-PCC PED RAMP
I
0 GRAD VALVE CASE
la
Z /
N0. OF LINES
7HR010i MH
Z
'
39794'
INSTALL 2' MAR OU7510E OF
m +
NO031'07'E
(7-o
t
3
(5
0 'PEI
DESCRIPTION
OUTSIDE OF IRA WlWAY
I
UPS
DO
r
DON
UPS
;1. 0
�wi „. ..
D.G. PATH
UPS
j)yIQ,7-i FILL AT
03 -0933
jZ0ZC.E MAIT1
03 -0932
6,239,354.21
(M_11L SEE
oer��
20028
8
TN \s 5�.ke,6T
.50
7850
78.05
II
2 +00
NOT A PART
7 +0
DELTA OR BRG.
m
LENGTH
°ml
-PCC PED RAMP
I
0 GRAD VALVE CASE
8
52'
O Z�
N0. OF LINES
7HR010i MH
ESTOP SIGN
UPS
V °'°° T` "� RESURFACING
CONN TO EX.
CONTRACTOR SHALL VERIFY
IE OF EX. S WER PRIOR TO
rmsmucnOw OF ANY SEWER FACILITY
EXISTIWNG
R /
7' 1
5.5'
a
V
z•
FUTURE
4' P.C.C. SIDEWALK
FUTURE
6" TYPE "G' CURB
& GUTTER
REVISIONS
9E -VISED SEWER OES)C,ln
N c• tl
L REVtSEn S 2 DES\<
3 REVISED DRAINAGE 5EE C
AS -BUILT
40'
EXISTING
AC PAVING
3 +00
FOR STORM ORA /N-�
SEE GRADING PLAN o 20' PUBLIC SEWER EASEMENT
1365 -G SHEET 5 4 ® PER Doc. Z� 0 -262 - �
REC. u N -s -LOO 2
cw
3
SEE SHEET 2
TYPE r EASMENT FOR PEDESTRIAN AND PUBLIC
ETAIL IV03 U71UTES FOR SHERIDAN ROAD
ETAIL NL
"-PVC SEWER PIPE WI7H RUBBER RING
JOINTS (PER AS7M D3034) OR EQUIVALENT
REQUIRED DUE TO PROXIMITY OF WATER MAIN
NO JOINT SHALL BE INSTALLED AT-
WATER LINE CROSSING
17'
Ih
I�
�W
�u ACI
V
cz
U
EXING
R
7'
DEDlCATIO
10'
.5 5.5'
SAWCUT MAY REQUIRE` i
GRINDING FOR
SMOOTH TRANS
SHERIDAN ROAD
NO SCALE
4' AC MIN
6' CLASS II AB MIN
T.1. =6.0
FINAL PAVEMENT S£C77oV PER SOILS ENGINEER
APPROVED I DATE I REFERENCES DATE
£RAIL 1CROSS- GUTTER
VEL
1 AN RD. =ST 6+7u' D4 SEWER MAIN ROAD
n o E
ROAD f'44i✓ N
r r
rrl TON V1/ I r IVIAJ J7:i 6 +25.45 =Z
SHERIDAN RD
4+ _
Q PSE MAT81ZIAa-
A -A
PA PER
� MANUFACTURER'S SPECIFICATIONS
1 MAX.
4' STABILIZED DG PATH
6'X16' PCC
0' CURB FACE
CURB PER G -1
6 +00
DATA
7 +0
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
LOCAPON OF MANHOLE (ADDRESS)
UPSTREAM DOWNS7REAM
4$' '
2000'
8
52'
O Z�
N0. OF LINES
7HR010i MH
N00%10'320E
UPS
39794'
INSTALL 2' MAR OU7510E OF
m +
NO031'07'E
7RAVELWAY AND GRASS AREA
m� 11
3
INSTALL 2' BLOW OFF
ADDRESS ,
DESCRIPTION
OUTSIDE OF IRA WlWAY
DESCRIPTION
UPS
DO
UPS
DON
UPS
DO
�wi „. ..
D.G. PATH
UPS
DEVELOPER IS RESPONSIBLE FOR FUTURE ULTIMATE -
WATER IMPROVEMENTS IE CONNEC71ON OF 8' WATER
A NITH/N HANA COURT TO NEW 12' MAIN ON SHERIDAN
2' G 2so�iC IMPROVEMENTS INCLUDE
suAM 12x8 FLANGE TEE
w _ 2 -12' GATE VALVES FLANGE x PUSH ON °
i 5 —Lf11 b n -= 2: ° 741 6 8' MAIN EXTENSION W/ COUPLINGS
1 -8” GALE VALVE FLANGE x PUSH ON
�asEweQJols 2 -2" M.A.R.
7 -2' d. 0.
al Z4 „FM 1- EXCAVATION AND RECOMPACT
�^ e -
�” °� PLANS SHERIDAIV ROAD
[3Ase pWe'K1AL SCALE l'--30'
1 -8' fLxTYTON GV
2- 8`x6'fLXTY7ON REDUCERS
2 -6' ACVPVC ADAPTERS
W/ RESTRAINER GLANDS
ON PW 9DE
2-45'800
i
i�
mm
MATCH EAIS77NG W;
SMOOTH TRANSITION
h
VEMENT ffDENIIVG
IT MAY VARY W17H FIELD
077ONS. CONSTRUCT SMOOTH
tldSl77tW FXWND OVERLAY
I
� of
mCC
1
8+ .260
�L
Z\
❑ CURB
DATA
N0.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
LOCAPON OF MANHOLE (ADDRESS)
UPSTREAM DOWNS7REAM
4$' '
2000'
'
6' TYPE G -2
N0. OF LINES
7HR010i MH
N00%10'320E
UPS
39794'
0' TYPE G -2
3
NO031'07'E
(,rEFT)
61 j6'
0' TYPE G -2
X
ADDRESS ,
DESCRIPTION
ADDRESS
DESCRIPTION
SCALE 1' = 30'
I F = GRAVEL PAVE OR EQUIVALENT
PER MANUFACTURERS SPECIFICATIONS
=AC PAVING 4" OVER 10" CLASS ll BASE'S
O=PCC CONCRETE
=GRASS SWALE
= ACCESS RIGHTS TO SHERIDAN
ROAD RELINQUISHED (LOTS 1,2,3 & 8)
=BOUNDRY LINE
PL = PROPERTY LINE
=FINAL PAVEMENT SECTION PER SOILS ENGINEER
QRpE E S S /ON'Ll
yQ4�lo��,W J. y9y� �y
z
No. 50940
Erc. 9 -30 -05 y}
OF CA��E�@
SIGNED.• C /Ul/`�i(J�� Clal/i"l/Il DALE• 3 d
ANDREW ✓. ANN
RCE NO.: R.C.E. 50940 EXP. DA 7F• 9 -30 -05
SEWER & WATER LATERAL DATA TABLE
MANHOLE /D
NUMBER
UPS MANHOLE
COORDINATES
PIPE
LENGTH
PIPE
D/A.
PIPE
MATFRLAL
SLOPE
LOCAPON OF MANHOLE (ADDRESS)
UPSTREAM DOWNS7REAM
MH RIM El
(FEET)
MH /NVERT EI
(fEET)
MH DEPTH
(FEET)
MANHOLE TYPE
(ANG,S7D,DE,DRP,5MT)
N0. OF LINES
7HR010i MH
COMMENTS
UPS
DO
X
Y
(,rEFT)
(!N)
X
ADDRESS ,
DESCRIPTION
ADDRESS
DESCRIPTION
UPS
DO
UPS
DON
UPS
DO
UPS
DO
UPS
DO
03 -0933
TO
03 -0932
6,239,354.21
1,975,J54-26
20028
8
PVC
.50
7850
78.05
72.33
71.33
6.17
6.72
SID
SID
1
1
03 -0932
To
03 -0931
6,239,J6987
1,975,55656
19564
8
PVC
.50
7805
79.2
71..33
70.13
6.72
9.07
STD
STD
1
1
03 -0931
TO
EXACT
6,2J9,ln.91
1,975,61755
214.80
8
PVC
50
7923
70.13
68.86
9.10
SID
SID
I
1
BENCH MARK
CLSB -022
FOUND 2" IP W/ DISC STAMPED IS 6215
PER RECORD OF SURVEY 17271
ELEV =62.95
SCALE DESIGNED I DRAWN Li u>tcKtu roj� APPROVALS
PLANS PREPARED UNDER THE SUPERVISION OF RFCOMMENOED APPROVE
DA 7E•
HORIZONTAL: 1 " =3D' ,,� ��
jLvil R.C.E. NO.: 504o BY BY
VER77CAL• I =6 ANDREW ✓. k,4fVN EXP. 9 -30 -05 DATE 3/24 / 0 4
' IMPROVEMENT PLANS FOR:
A (Yl- S
WORK PROJECT N0.
ENGINEERING DEPARTMENT DRAWING N0.
HERIDAN ROAD 1365 -1
SHEET 3 OF
AS - 5UIL
[1
s
N
AHEAD
ROAD
C18 CONSTRUC•
AHEAD
C27eOPEN
TRENCH
R17
KEEP
SR45
RIGHT
R41 RIGHT
TURN
ONLY
C36
PREPARE
STOP
1110 I ZI W44
C12
POST "NO PARK TOW AWAY°
EN77RE WEST SIDE 72 HOURS
PRIOR TO CONSTRUCTION. ALLOW
PARKING OFF PAVEMENT FOR
NURSERY.
C13
REVISIONS I APPROVED I DATE
C13
LEGEND
- •
- DELINEATOR /CONE
1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE LATEST ED1770N OF. CAL TRANS MANUAL
- TRAFFIC DIRECTION
I--E -i
- BARRICADES
V
- SIGN
ER
- FLASHING ARROW SIGN (FAS)
- WORK ZONE
LA COSTA AVENUE
r
n
w
I
CONTRACTOR SHALL N077FY THIS
NOME OWNER 48 HOURS PRIOR
TO START OF LANE CLOSURE
I AND CON57RUC77ON OF WORK
DRIVEWAY SHALL BE CAR
ACCESSIBLE TO STREET
C27
=';/
Mal
I�rI
C27
mid
•%
SHERIDAN AVENUE (PHASE 3)
I l
�'1.
C27
I H
W44
11 � C18
REFERENCES DATE BENCH MARK
it o CLSB -022
FOUND 2- IP W/ DISC STAMPED LS 6215
PER RECORD OF SURVEY 17271
EL£V: =62.95
U
FLAGMAN CONTROL TRAFFIC
0
QI
I
a
U
POST R25 (PARK
OFF PAVEMENT)
.ii
I
a Z
I
a
�I g
I
%� _"
CON7RACTOR SHALL N077FY THIS
HOME OWNER 48 HOURS PRIOR
TO START OF LANE CLOSURE
AND CONS7RUC770N OF WORK
_ TRENCH PLAIES SHALL BE
PLACED OVER TRENCH AT THE
END OF EACH WORK DAY
UNI7Z PAVEMENT IS BROUGHT
BACK TO GRADE FOR EN77RE
LENGTH.
STREET SHALL BE OPEN AT
THE END OF EACH WORK DAY
TO TWO WAY TRAFFIC
W2(L T)
C9A
C6
50'
CONTROL TRAFFIC
LA COSTA AVENUE (PHASE 1)
TRAFFIC CONTROL NOTES
1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE LATEST ED1770N OF. CAL TRANS MANUAL
OF TRAFF7C CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES (1996 REVISION 1).
ALL SIGNS DESIGNATED BY A LE77ER AND A NUMBER ARE CAL TRANS STANDARD SIGNS
C18
2 THE CITY 7RAFFlC ENGINEER RESERVES THE RIGHT TO OBSERVE THESE 7RAFFIC CONTROL
PLANS IN OPERATION AND TO MAKE AND CHANGES AS RELD CONDITIONS WARRANT. ANY
UNDUE SAFETY RISK
I
`
CHANGES' -WALL SUPERCEDE THESE PLANS ANY WORK THAT CREATES AN
OR CREATES SEVER£ CONFES7701V MAY BE SHUT DOWN BY THE CITY TRAFFIC ENGINEERS, CITY
RELD INSPECTORS OR THE POLICE DEPARTMENT.
3. TRENCHES SHALL BE BACKFILLED OR STEEL- PLATED DUWNG NON - WORKING HOURS STEEL
PLA7ES SHALL HAVE ASPHALTIC CONCRETE BERM ON ALL EDGES ALL DIRT, DUST, AND DEBRIS
SHALL BE REMOVED FROM STREET AT END OF EACH DAY AND AT END OF THE JOB. THE
STREET SHALL BE IN DRIVEABLE COND177ON AT ALL TIMES
4. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING THE ROAD BACK TO SA77SFACTORY
CONDITION W1/CH WILL INCLUDE, BUT NOT LIMIT TO, PAWNS STRIPING, MARK /NGS, SIGNING, AND
LOOP DETECTION.
5. ALL TRAVEL LANES SHALL BE A MIN /MUM OF 12 FEET WOE, 14 fF£T lF ADJACENT TO BIKE
LANES, UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER
6. ACCESS TO ALL PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES
I
7. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT ALL TIMES.
AND�W
8 WARNING (W) SERIES SIGNS USED IN WORK ZONES SHALL BE BLACK ON ORANGE
REFLECTORIZED BACKGROUND.
�- - -
9. CONES AND PYLONS SHALL HAVE REFLECTOR /ZED SLEEVES FOR NIGHT WORK.
10. 771E CONTRACTOR SHALL POST TOW- AWAY/NO PARKING 57GNS TWENTY- -FOUR (24) HOURS
IN ADVANCE AND SHALL BAG PARKING METERS (WHERE APPLICABLE).
11. WORK DAYS ARE MONDAY THROUGH FRIDAY. NO WORK ON SATURDAYS SUNDAYS OR
HOLIDAYS UNLESS APPROVED AND NOTED.
12. FLAGGERS SHALL BE EQUIPED WITH A C28AA STOP /SLOW PADDLE, A HARD HAT AND A
HIGH VISIBILITY VEST, JACKET, OR SHIRT. GARMENTS SHALL BE ORANGE, STRONG
YELLOW -GREEN OR A FLUORESCENT VERSION OF THESE COLORS. EYE CONTACT OR 7W0 WAY
RADIO COMMUNICATION SHALL BE MAINTAINED AT ALL TIMES
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
ENCINITAS
TRAFFIC DEPT.
APPROVALS
PLANS PREPARED UNDER THE SUPERVISION OF
RECOMMENDED APPROV D
DATE: 4-18-94
ff ,
LA COSTA AVENUE
WORK ALONG LA COSTA AVE
SHALL BE LIMITED TO THE HOURS
OF 9:00 AM AND 3:00 PM.
h
i
U
h
i
I� C
C
i
PARTNERS
Planning and Engineering g
15938 Bernardo Center Drive
San Diego, CA. 92127
o QRp F E S S lON9! Ph. (858) 376 -3444
d, Fax: (858) 376 -3555 0
z �
m
w No, 50940 m 0
Exp. 9 -30 -05 r} 6, 4-
sr C I V 1\� ��� ANDREW J. KANNI R.C.E. 50940 DATE p
9jF OF C A� � MY REGISTRATION EXPIRES 9 -30 -05 c
CITY OF ENQTAS ENGINEERING DEPARTMENT DRAWING NO.
TRAFFIC CONTROL PLANS FOR SHERIDAN AND LA COSTA AVENUE:
1365 -1
HORIZONTAL: 1 =50 1� u�L SHERIDAN ESTATES
R.C.E. N0.: 50`�40 ' `d�cYl� >rC. �-,l �`�� 2I O BY BY �..{.` 1 4U w
N/A ANDREW J. NN 9 -30 -05 APPROVED BY DATE DATE 41?f_ /n � Z
VERTICAL: EXP. WORK PROJECT NO. SHEET 4 OF 4
S - bUILT