2006-408 I (Plans)GENERAL NOTES
GENERAL NOTES CONTINUED...
1
A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
LENGTH
ENGINEERING SERVICES DEPARTMENT FOP ANY WORK WITHIN THE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
STREET RIGHT -OF -WAY.
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
39.91'
6716" ZERO HEIGHT PCC
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
2
THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
40.20'
OF ENCINITAS PUBLIC ROAD STANDARDS.
REGIONAL STANDARD DRAWINGS (LATEST EDITION).
'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
20.10'
CONSTRUCTION. (PUBLIC)
25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY
3
APPROVAL OF THESE IMPROVEMENT. PLANS AS SHOWN DOES NOT
ENGINEER. 'R "VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
CONSTRUCTION. (PRIVATE)
PROJECT BOUNDARY.
4
ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY
WATER NOTES (SANDIEGUHO WAYER DISTRICT)
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION
5
THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND
OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE.
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS. SHOWN ON
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN,
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON THESE PLANS.
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
6
LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK
BY SAN DIEGUITO WATER DISTRICT.
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
PROJECT. ALL AFFECTED WATER FACILITIFS MUST MEET CURRENT
ACTUAL LOCATION OF EXISTING FACILITIES.
WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE
7
THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 9 ELECTRIC
UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
REPRESENTATIVES.
PARALLELING WATER SERVICES.
NOTICE. ALL ELECTRIC AND GAS SERVICES WITHIN
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
THIS PROJECT ARE UNDERGROUND
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
INSTALLATIONS ". FOR LOCATION OF
VAULTS.
ELECTRICAL CABLES AND GAS PIPING AND
APPURTENANCES, CALL S.D.G.& E.
6. ALL WATER SERVICES TO BE �,ONSTRUCTED CLEAR OF DRIVEWAYS
TELEPHONE. 1 800422 -4133 (DIG ALERT)
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN
FRONT OF THE PARCEL THEY ARE SERVING.
B
THE CONTRACTOR SHALL NOTIFY PACIFIC hF'LL PRIOR TO
STARTING MAND SHALL COOROINATE
HIS WORK WITH COMPANY REPRESENTATIVES,
LEUCADIA WASTEWATER LISTRICT (LWD) NOTES
NOTICE ALL TELEPHONE SERVICES WITHIN THIS
1. Lbi3O APPROVAL OF THESE PLANS DOES NOT RELIEVE ThL�APPLICANT,
PROJECT BOUNDARY ARE "UF'1ERGROUND
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR
INSTALLATIONS ". FOR LOCATION OF
THE rf)PRECTION OF ERRORS AND OMISSIONS DISCOVERED ;DURING OR
CABLES AND APPURTENANCES CONTACT
AFTER CONSTRUCTION.
PACIFIC BELL.
TELEPHONE: 1 800 422 -4133 (DIG ALERT)
2. ALL DESIGN, MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE
9
THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
MOST CURRENT EDITIONS, IN THE EVENT OF CONFLICT THE LWD SEWER
STANDARDS GOVERN.
NOTICE: ALL WATER SERVICES WITHIN THIS
3.
PROJECT BOUNDARY ARE 'UNDERGROUND
OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
INSTALLATIONS ". FOR LOCATION OF
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
WATER MAINS AND LATERALS CONTACT
4•
SAN DIEGUITO WATER DISTRICT.
THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3.
TELEPHONE: 1 BOO 422 -4133 (DIG ALERT)
DOCUMENTS ON THE JOBSITE AT ALL TIMES.
5• THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE
10
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED.
WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
WITHOUT EXPENSE WHATSOEVER TO LWD
11
ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
APPURTENANCES CONTACT.' TELEPHONE. 1- 800 -422 -4133
LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM
OF 4B HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
1?
POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
SHOWN ON THE AS- BUILT" IMPROVEMENT DRAWINGS. ALL
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF-
REPRESENTATION OF THE ACCURACY OF THE LOCATION OF OR THE
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF
EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY,
ENCINITAS.
PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
13
NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
14
THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE
ONLY BE DONE IN THE DIRECT PRESENCE OF 1Hf_ LWD INSPECTOR.
FIELD.
NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW
TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
15
ALL SIGNS TO BE ALUMINUM WITH 3 FOOT iTGH INTENSITY TYPE
UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED
REFLECTIVE FACE OR EQUIVALENT.
BY DISTRICT ENGINEER.
16
CONTRACTOR SHALL REQUEST FROM TKE ENGINEERING SERVICES DEPT.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48
THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY
HOURS OF NOTICE FOR SUCH A MEETING. (633 - 2770)
LWD ON THE PLANS.
17
ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
11. A 2 -INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED
LATERAL LOCATION BY THE CONTRACTOR.
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE.
HYDROSEEDED SLOPES SHALL BE IRRTGATED BY WATER TRUCK
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL
UNTIL THE MIXTURE GERMINATES ANU GROWTH IS ESTABLISHED.
THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO
THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE
18
ALL LUMINAIRES SHALL PROVIDE TRUE 90e CUTOFF, AND ALLOW
PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND A90VE GRADE
UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF
IJ
PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
CONNECTION.
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE)
14' ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR
�0
CONCENTRATED FLOWS ACROSS DRIVEWAYS ANA /OR 'SIDEWALKS `HALL N07
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK,
TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET.
DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
21
THE DEVELOPER SHALL BE RF,�PONSIBLE THAT ANY MONUMENT OR BENCH
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO
EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED
22
THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S"
PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR
AND "W, RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
INSERTING WYES INTO AN EXISTING SEWER.
CURB.
23
THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
APPROVED
A.r(ii ��
REVISIONS I APPROVED I DATE
SAN DMGL= WATER DISTRICT
APPR
BY:
qDAT 7ZV6:7
SIGNATURE EXPIRES 2 YEARS AFTER DATE
REFERENCES DATE BENCHMARK
CITY OF ENCINITAS
CONTROL POINT
1002 PER ROS 18416
NA VD 86 EL =313. 6B
,bar.ADIA WASTEWATER DISTRICT (LWD) NOTES
17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM
FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND
BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A
DOWNSTREAM LWD SEER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM
FLOW, LWD MAY REQUIRED TEMPORARY PROVISION OF DUTY AND BYPASS
EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED
BYPASS SHALL BE ALLOWED.
18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR
COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL
REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED.
PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO
CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF TEH REPAIR COUPLING(S). THE REPAIR COUPLING SHALL
BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND
ADJOINGIN PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING
SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN
END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED
BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PINE AND k�YES MAY BE USED TO
TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIk OF PLAIN END VCP
TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501. OR APPROVED
EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET
RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMTER
OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER
RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL
BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE
TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SBR PER ASTM D2000 MBA710,
COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL
BE TYPE 316 STAINLESS STEEL.
OWNER'S CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHO °'N ON
THE; PLANS WITHIN EXISTING CITY RIGI,T -OF -WAY WITHIN 60 SAYS
AFTt;3 ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
WORK Af7TIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECT OR UNDER MY CONTROL
STATEMENT OF ENGEVEER OF WORD
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
DOES NOT PELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS ANO ITS
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE 03 BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE: OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
fig
PASCO ENGINEERING INC.
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92075
PE 1548
APPROVED
BY: lop&nr4g, ZAVp /D"St7v�
DATE: ��? 1
Vtl
DATE
No. 68964
Exp. 12/31/07
GRAPHIC SCALE 1 " =20'
0 20 40 60
LEGAL DESCRIPTION
THE NORTHERLY 100 FEET OF THE SOUTHERLY 326.12 FEET OF THE
NORTHERLY 652.24 FEET OF THE WESTERLY 416.89 FEET OF THE
EASTERLY 667.85 FEET OF THE SOUTHWEST ONE QUARTER OF THE
NORTHWEST ONE QUARTER OF SECTION 3, TOWNSHIP 13 SOUTH, RANGE 4
WEST. S.B.M., IN THE COUNTY SAN DIEGO
A,P,N.: 254- 1B1 -03
SITE ADDRESS
1423 RAINBOW m!L)GE LANE
ENCINITAS, CA 92024
OVV1VER/PERAff=E
BILL & NORA BATLEY
1423 RAINBOW RIDGE LANE
ENCINITAS, CA 92024
El RIA-iN50W RIVOE LANE - CU,e07 Darn
LINE
DELTA
CHORD BEARING
RADIUS
LENGTH
REMARKS
L1
S05 05752 'E
39.91'
6716" ZERO HEIGHT PCC
L2
S11 *40'30 "E
40.20'
6'X16" ZERO HEIGHT PCC
L3
S05 °57'52 'E
20.10'
6716" ZERO HEIGHT PCC
SCALE PUBLIC WORKS
APPROVED
HORIZONAL 1"=20' BY: a a, .
VERTICAL 1 " =8 ' DATE: _ w_ e Z
VICINITY MAP
NTS
Mpg:
G. • :. I i �171��h1
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
;STREETS AND STANDARDS REFERENCE DRAWINGS.
S.D.L. = SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
OVERHEAD UTILITIES WITHIN THE LIMITS OF WORK ON THIS
SITE SHALL BE PLACED UNDERGROUND
LEGEND:
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
RELIF'VE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRFD FOR
THIS PROJECT.
NO. ITEM & STD. DWG. STDS SYMBOL, QTY
6" X 16" ZERO HEIGHT PCC CURB 100 t
INSTALL 4" AC PAVEMENT N/A 0 1500 SF
OVER 6" 0 -AS:S II AB BASE MIN
SUBDIVIS10fq BOUNDARY - -
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING EASEMENT - - - - -
EXISTING EDGE OF PAVEMENT
CENTERLINE -
EXISTING SEWER --
EXISTING WATER
24' TO BE DEDICATED TO PROP PL
THE CITY OF ENCINITAS ROW
RQW 54' EX PL
_ 30' 24'
-'4' _L VARIES
EXISTING - PROPOSED 6" X 16" ZEFdO
AC BERN HEIGHT PCC CURB
EXISTING AC PROP. 4" AC OVER
SIDWALK TO REMAIN 6" CLASS II AB
EXISTING PAVEMENT TO REMAIN (MINIMUM) T.I.
E6
EXISTING PAVEMENT MAY REQUIRED
GRIND AND OVFPLIY FOR SMOOTH TRANSITION
TYPICAL SECTION: RAMOVI RIDGE LANE
SCALE.' N.T.S.
-
vS° PROPOSED RfTLFE 'n
PRIVATE DRIVEWAY Q
Ciiu PER SEPARATE PLAN
gq x P. APPROXIMATE LOCATION OF - ,. `t'_<e^
v EXISTING SEWER LATERAL
- o PROPOSED 6716- APN: 254-181 -03
a ZERO HIEGHT CUM
APPROXIMATE
LOCATION OF s� JOIN CLFB PER CITY O1= ENCINITAS cL`a1 EXISTING WATER DFROVEMENT PLAN 369-IR
r LATERAL
° -- °- - -
- - - - �-`° ° - - - - - - - - - L3 - 24' DEDICATI K . <, 7}f _
L1 2 N 1 CITY OF ENCINITAS
EXISTING M.H. N0. 25 _ PROPOSED, 6.:X16'.w
STA 29+50.00 I.E. 247.80-, ZERO HIEGHT CIAO PROPOSED 40 .
PER LEUCADIA WASTEWATERS PER PLANNING CASE ,TRANSITION
a^ SO5 5752E 100.00'
JOB #751 NIR�ER _68 TM
DISTRICT - -
. _ 4+50
EXISTING 10" AC WATERLINE ZERO IE 6X16" j
PER WO- 82-105 LOCATIONS SAWCUT`LIIEI
ZERO HIEGHT CtA� j
NOT KNOWN RAINBOW R1196E LAM7 v PER DWG. N0. �g IR
EXISTING FIRE HYDRANT TO SDGE EASEMENT NO
REMAIN. ADJUST T0'GRADE E r } WIDTH SPc,71ED PER 1
AS IJEEDED
2393 aG 68 OF O.R.
BK
20 ROAD DAL PER BOOK 2393 x ? 3 E i - - REC.'3 -17A7 _
,TG 68, OF,O.R._REC_4 28 -47
.,.e°" _...,..._. ._._ .... Wes_..': ._..:_... _..._... _.. __ _....,..
x $ PLAN lvmw. - RAINBOW RIDGE LANE
SCALE: 1 "=20'
Utn BM M
A B CU CT UNAB 6T UMML,RCU OT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
BMA = WJS
PLANS PREPARED UNDER TH SUPERVISION OF RELGMMEND D - APP ED PLANS FOR THE IMPROVEMENT OF:
PATE: ' . NO Z BY: BY: �' RAINBOW RIDGE LANE RUPROVEMENT PLAN 408�Il2
R. f , E. NO. 68964 DATE: DATE: a3' 6
WILLIA JUSTIN SUITER EXP. 3 -31 -07 Z/1 t &leeAe,4 r / Ii zav -?
PLANNING CASE NO. C CDP APN: 254 - 161 -03 SHEET 1 OF 1
M\1548.pro212212007 PE 1548
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