2002-7344 I (Plans) LEGAL DESCRIPTION
WORK TO BE DONE IMPROVEMENT PLANS F LOT 5, IN BLOCK A, OF STURGES do RATION'S SUBDIVISION OF EAST BLOCK
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE 10 OF ENCINITAS, MAP NO. 33, CITY
OF ENCINITAS, COUNTY OF SAN DIEGO,
PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD STATE OF CALIFORNIA.
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARDS REFERENCE DRA WINGS. JORDAN RESIDENCE APN: 258- 321 -12
LEGEND: SITE ADDRESS
1036 & 1038 DEWTT AVENUE
N0. ITEM & STD. DWG. SDRSD SYMBOL QTY
ENCINITAS, CA. 92024
INSTALL 6" AC BERM G -5 79 LF OWNER/pERMITTEE PAULINE JORDAN
1527 TZENA WAY
INSTALL 1" WATER SERVICE LATERAL N/A W 2 EA
ENCINI CA. 92024
(760) 944-7398
INSTALL 4" SEWER LATERAL S -13 S 2 EA
INSTALL 4" AC PAVEMENT OVER 6" AG BASE N/A 131 SF OWNER CERTIFICATE
INSTALL 18" RCP STORM DRAIN (1350 -0) G -60 = _ _ - _ = 134 LF
INSTALL TYPE B CURB INLET D -2 9 1 EA 1 1 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
TO
INSTALL TYPE A CLEANOUT D-9 = = O _ = 1 EA THESE PLANS.
1EA mmmm mmmmmmmmmmmmmmmmmmmmm mmmmmImm 1 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SMALL HAW A
INSTALL FIRE HYDRANT ASSEMBLY REGISTERED CI VIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
r 1 ( 1 ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ESTIMATED QUANTITIES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
1 1 I 1 1 THE IMPROVEMENTS.
CUT 0 C. Y. * 1 I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
FILL 20 C.Y.* 1 THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
IMPORT 20 C. Y. * AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
* EARTHWORK QUANTI77ES ARE ESTIMATED FOR PERMIT PURPOSES 1 _ - - - -- - -
ONLY. CALCULATED ON A THEORETICAL BASIS. ACTUAL - - - - - - - - - - - - - - - _ --------------- - ---- ---------- - - - _ _ _ _ _ _
- WORK ACTIVELY 3 La-51 EVER NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND D YN INDEPENDENT OF ANY OTHER MbRK ASSOCIATED
TH
QUANT! ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). I ' � � � 1 THIS
PROJECT OR UNDER MY CONTROL
SaLS ENE
W ER*S CERTIFI 1 1 1
{ 1 PAULINE JORDAN DA
I, MAMADOU SALIOU DIALLO, A REGISTERED CI VIL ENGINEER IN THE STATE OF 1 1 1 1527 TZENA WAY
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ENCINITAS, CA. 92024
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL r 1 (760) 944-7398
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY >♦ �� m m m
DIRECTION BETWEEN THE DATES JANUARY 3, 2001 AND JANUARY 30, 2001 . ONE DECLARATION OF RESPONSIBLE CHARGE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 1
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE LO � T 5 1 HEREBY
DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BLOCK 10A 1 1 1 PROJECT. THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
BEEN INCORPORATED IN THE IMPROVEMENT PLANS AND SPECIFICATIONS. ( DESIGN OF THE PROJECT AS DEFINED IN SECTION
6703 OF THE
MAP 33 I BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
1 1 1 CONSISTENT WITH CURRENT STANDARDS.
SIGNED: APjV 258 -- 321 --12 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
MAMADO SALIOU DIALLO RCE 54071 DATE 1 1 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO
A
EXP. DATE: 12 -31 -2003 REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
1 i 1 MY RESPONSIBILITIES FOR PROJECT DESIGN.
I
EAST COUNTY SOIL CONSUL TA T7ON & ENGINEERING, INC.
10925 HARTLEY ROAD k °
SUI TE I rau�oA
SANTEE, CA. 92071 1
(619) 258- 7901 1 I 1 Imp. '
i cats.
FE o
O
RONALD L. HOLI OWAY RCE 29271 DA
I
NO-0O54071 f R/W 1 1 1 5115 AVENIDA ENCINAS SU/TF L
CfvL RIW I 1 (760)9 Jl - 8700 CAL IFORNIA 92008 - 4387
CALIF 1 / 0 C.L. (760)931- 7780 FAX
10 5 0 10 20 30 1 1 1
SCALE: 1 " = 10' 1 I 1
KEY MALP
1 � 1
1
1 31
RIW 30. C.L. 300 RIW
20'
18 2
I
INSTALL 6 " AC
BERM G- 5
MA TCH EXIS 77NG GRADE
IN GRIND OR 0VERLA Y AS
REQUIRED BY CITY _ VASES 2X 2%
EXISTING AC
PA VEMEN T INSTALL 4" AC PVMT \
OVER 6
lI A
CLASS BA
ENC/N/T,q,s , —
BL ►v EXISTING —
SITE GROUND
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2 NOT TO SCALE
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E. "J" ST. SANTA FE DR.
0
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT
2�
VICINITY APPROV D APPRPVED v o
NO SCALE
BY:
4"
BY: o O
DATE: 3 - � - D� DATE 317-51 z
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY
DRAWN P BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �Q
OC -0139 APPROVED PLANS PREPARED UNDER THE SUPERVISION OF YWECOMMENDE APPR D IMPROVEMENT PLAN FOR: �
H 101 ® "J" ST., IN CONC. SIGNAL HORIZONTAL 1' = to' BY: DATE 3 -22 -o3 BY: BY: JORDAN RESIDENCE 7344
- I R
LIGHT BASE ®S. W. CORNER, OF INT.
DISC STAMPED OC 139 -1968 I fo� 4 R.C.E. NO. 29271 DATE: DATE: i� 0 Z 1036 & 1038 DEWITT AVENUE
VERTICAL N/A DATE: IO 0 RONALD L. HOLL A Y Q
EL' 76.506 DATUM: USGS EXP, 3 -31 -03 WORK PROJECT NO. TPM 01 -096 JOB N0 SHEET 1 OF 3
mU
608 - 0820 -600 DATE: 03 -14 -02
GENERAL NOTES WATER NOTES SEWER NOTES
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK SHALL BE DONE
IN ACCORDANCE WITH THE STANDARD
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUJTO SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, ( LATEST EDITION),
STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, � AND ADOPTED BY THE
OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWSE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE
REGI STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN SPECIAL PROVISIONS:
CONSTRUCTION. (PUBLIC) DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY
THE DEVELOPER. 1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 UNLESS OTHERWISE
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN NOTED.
CONSTITUTE APPROVAL OF ANY CONS7RUCT70N OUTSIDE THE PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 2. PIPE AND BEDDING CONDITIONS:
PROJECT BOUNDARY. GRADE OF STREET. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. ROCK BENEATH THE PIPE.
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO OM OF
BOX FOR EACH RESIDENTIAL LOT. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM T
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER P (B) C. 12 INCHES
MINIMUM ABOVE THE PIPE SHALL T SAND, 5 THE EXISTENCE AND LOCATION A NS WERE OBTAINED BY A SEARCH GRAVEL, CRUSHED AGGREGATE, NATIVE FREE-
DRAINING
FACILITIES SHOWN ON THESE PLANS EXISTING UNDERGROUND 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE GRANULAR MATERIAL HAVING A SAND
EQUIVALENT OF 30 OR BETTER. OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. "Cl P.V.C.
AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK OF PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE 314
THESE PLANS. HOWEVER, THE CONTRACTOR 1S REQUIRED TO TAKE EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE INCH CRUSHED ROCK. A.B.S. SOLID
WALL PIPE MAY BE USED ONLY
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. WHERE PIPE INVERT GRADES ARE 19; OR GREATER.
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT 8 PROVIDE AI RELEASE ASSEMBLIES A T ALL HIGH POINTS !N WATER
SHOWN ON THESE PLANS. J. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS,
MAIN. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY THE PRESENCE OF THE
INSPECTOR. AIR PRESSURE TEST SHALL BE
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY USED UNLESS OTHERWISE DIRECTED BY
THE INSPECTOR.
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE RIGHTS -OF -WAY. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE POURED OURED
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED YWTHIN EXISTING COUNTY RIGHTS -OF -WAY, MONOLITHIC POUR SDRSD
No. S - 17. P FINISH COMPLETE AT THE TIME OF POUR. IN PLACE MANHOLE BASES SHALL BE A
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WI INCH
ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER 5. THE CONSTRUCTION
OF 4 -INCH SEWER LATERALS SHALL BE PER
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE
AND SHALL COORDINATE HIS WORK WITH COMPANY DIRECTLY INTO MANHOLES.
REPRESENTATIVES. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICT'S SPECIFICATIONS. SDRSD No.S -10, TYPE A.
THIS PROJECT ARE "UNDERGROUND 7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED W11H 42 -INCH
INSTALLATIONS". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT . 'S INSPECTION MINIMUM COVER.
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
APPURTENANCES, CALL S.D.G.& E. FOR INSPECTION OF PROJECT 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS
TELEPHONE: 1 800 422 -4133 (DIG ALERT) 13. FILL AREAS MUST BE COMPACTED TO 9OX PRIOR TO PIPE PRIOR TO ACCEPTANCE OF WO
ORIGINAL AS -BUILT PLANS,
K .
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A DISTRICT ENGINEER IN WRITING
PRIOR TO ACCEPTANCE FOR
HIS WORK WITH COMPANY REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE PUBLIC USE.
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 10. FILL AREAS MUST BE COMPACTED
TO 909e PRIOR TO PIPE INSTAL -
PROJECT BOUNDARY ARE "UNDERGROUND STRUCTURE WITHIN THE LIMITS OF PROJECT. LATION.
INSTALLATIONS ". FOR LOCATION OF 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE 11. THE CONTRACTOR SHALL NOTIFY THE
DISTRICT'S FIELD OPERATIONS
CABLES AND APPURTENANCES CONTACT CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK
TO ARRANGE
PACIFIC BELL FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS FOR INSPECTION OF PROJECT. (760) 633 -2770.
TELEPHONE. 1 800 422 -4133 (DIG ALERT) WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 12. CONTRACTOR SHALL OBTAIN A PERMIT
FROM THE CITYS ENGINEERING
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER SERVICES DEPARTMENT FOR ANY EXCAVATION
WITHIN EXISTING CITY
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. RIGHT OF WAY.
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 13. THE CONTRACTOR
SHALL, AND HEREBY DOES, GUARANTEE ALL
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE
10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND SATISFAC170N. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY
OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH
APPURTENANCES CONTACT.• TELEPHONE. 1- 800 -422 -4133 EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW MAY BE DISPLACED IN SO DOING,
THAT MAY PROVE DEFECTIVE IN
DEVICE ARE RESPONSIBILITY OF OWNER. WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE TO THE OWNER, EXCEPTING ORDINARY
WEAR AND TEAR, UNUSUAL
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT - OF - HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO ABUSE OR NEGLECT.
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER 14. CONTRACTOR SHALL FURNISH AND
INSTALL, PER SPECIFICATIONS,
ENCINITAS. SERVICES. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
12 NO PA WNG SHALL BE DONE UNTIL EXISTING POWER POLES ARE 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY TAPE ABOVE ALL PUBLIC
SEWER LINES, AND PORTIONS OF SEWER
RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) LATERALS LOCATED WMTHIN PUBLIC RIGHT
OF WAY OR EASEMENTS.
THAT ARE AFFECTED BY THIS PROJECT. 15. "AS- BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS ACCEPTANCE OF
WORK.
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A 16. THE DEVELOPER MAY BE REQUIRED
TO GRADE AN ACCESS ROAD TO
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS AND MAY BE
REQUIRED TO DEDICATE ADDITIONAL ACCESS
REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE REQUIRED PRIOR
TO CONNECTION TO SYSTEM.
A PRECONSTRUC77ON MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140
FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN
9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90o CUTOFF, AND ALLOW REPRESENTATIVE.
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 21. THE SUBJECT PROPERTY IS CURENTLY SERVED BY A 2" WATER
18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR MAY DOWNSJZE THE EXISTING METER AND APPLY CREDIT TOWARD
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY
CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIEGUI TO
WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 22. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL
AND REPLACED BY A REGISTERED CI VIL ENGINEER OR A LICENSED LAND WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT.
SURVEYOR.
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S"
AND "W', RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
CURB.
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
REGIONAL STANDARD DRAWINGS (LATEST EDITION). g
N
22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY 2
ENGINEER. R VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PRIVATE) W p
o �
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT RAWIN G �g
D N 0.
A V
OC -0139 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR D IMPROVEMENT PLAN FOR: Q
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HWY 101 ® "J" ST., IN CONC. SIGNAL HORIZONTAL N/A BY: ' � � � d
BY: DATE: 3 • Z2'o 2 - BY:
LIGHT BASE O S. W. CORNER, OF TNT. JORDAN RESIDENCE 7344 z Q
DISC STAMPED OC 139 - 1968 VE RWAL NIA DATE: y 0 RON L. HOLLO Y R.C.E. NO. 29271 DATE: o DATE: 6 / O
1036 & 1038 DEWITT AVENUE
EL: 76.506 DATUM. USGS EXP. 3 -31 -03 WORK PROJECT NO. TPM 01 -096 SHEET 2 OF 3 m;�
608 08 _V - 600 DATE: 03 14- 02
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cs W ? EASEMENT TO THE CITY Q o ( N
` ` N1 128.09' "W
10' OF ENCINITAS PER Z W N 1
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3 INSTALL 1" WATER
SEE 7344 -G SERVICE LATERALS
+AN:
PI PUBLIC STORM DRAIN CON TRA C TOR NO TE (THIS AREA)
20 10 0 20 40 60 CONTRACTOR TO VERIFY EXACT HORIZONTAL Pte: DEWITT A VENUE
AND VERTICAL LOCA77ON OF ALL EXISTING
SCALE: 1" = 20' U77LI77ES PRIOR TO START OF CONSTRUCTION. 20 10 0 20 40 60
ANY CONFLICTS THAT ARISE SHOULD BE
BROUGHT TO THE A TTEN T70N OF THE DESIGN
ENGINEER IMMEDIA TEL Y SCALE: 1 " = 20'
E s o s APP VI I N
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WIN N F ENCINITAS ENGINEER DEPARTMENT DRA G .
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R ovED D ATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT
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DESIGNED BY DRAWN BY CHECKED BY AP P ROVALS ITV
I
OC -0139 APPROV PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR IMPROVEMENT PLAN FOR: % v
HWY 101 0 "J" ST., IN CONC. SIGNAL HORIZONTAL 1" = 20 BY: DATE 3- Z2--o7- BY: BY: JORDAN RESIDENCE
7344 -IR Q
LIGHT BASE 0 S W. CORNER, OF IN T. - �- 2 m
DISC STAMPED OC 139 -1968 VERTICAL 1" - 10� DATE: RONALD L. HOL WAY R.C.E. N0. 29271 DATE: (x / o � DATE: 1036
& 1038 DEWITT AVENUE ,�
EL: 76.506 DATUM.- USGS EXP. 3 -31 -03 WORK PROJECT NO. TPM 01 -096 SHEET 3 OF 3
sz = 608-0820-600 neTF nz_id_n