2002-7431 I (Plans) CITY OF ENCINITAS TPM
99 -291 WORK TO BE DONE
GENERAL IMPROVEMENT NOTES IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD
SAN DIEGUITO WATER DISTRICT NOTES SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO
STANDARD SPECIAL PROVISIONS
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. 1. REVIEW OF THiS PLAN BY SAN DIEGUITO WATER DISTRICT DOES
COMMITTEE), THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE CITY OF ENCINITAS
NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, STANDARD DRAWINGS (LATEST EDITION).
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY
ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
REQUIRED PRIOR TO CONSTRUCTION. THIS PROJECT. ITEM OUANTITY UN1TS
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.,
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT LINE CROSSING, LINE PARALLELING, OR PROPOSED CONNECTION FiOAAY
SHALL BE FIELD VERIFIED. ALL EXITING OR PROPOSED UTILITY
BOUNDARY. CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO lO - -- SAM�CUT AND REMOVE EXISTING AC PAVING AND JOIN NEW PAVING
IMPROVEMENTS. 210 L.F.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF WAY SHALL CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BY SAN DIEGUITO WATER DISTRICT. -- - - - - - O - -- CONSTRUCT
*3" AC OVER *6" CLASS It AB PAVING =fl =6.0 822 S.F.
BERM, CURB, CROSS GUTTER AND PAVING. 3, CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE B I R M I N G A M - - DR _ :
* SUBJECT TO CHANGE BASED ON SOILS ENGINEER'S RECOMMENDATIONS.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE O w
3 - -- CONSTRUCT CURB AND GUTTER - ROLLED PER SDRSD G -4 AND AS MODIFIED PER DETAIL A. 206 L.F.
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE HYDRANT METERS VALVES VALVE BOXES ETC.) WHICH IS
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO AFFECTED BY THEIR PROJECT, ALL AFFECTED WATER FACILITIES N O 4 - --
CONSTRUCT 4" DECOMPOSED GRANITE SHOULDER OVER 6" COMPACTED BASE. 1233 S.F.
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS.
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE P C L O - -- REMOVE
AND RELOCATE EXISTING MAILBOX TO BEHIND SHOULDER IMPROVEMENTS. 1 EA.
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. I O - -- CONSTRUCT *3" AC OVER *4" GLASS 11 AB PAVING
- DRIVEWAY PER DS -7 217 S.F.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
* SUBJECT TO CHANGE BASED ON SOILS ENGINEER'S RECOMMENDATIONS.
DONE SHALL BE CONFIRMED BY FIELD MEASURMENTS PRIOR TO PARALLELING WATER SERVICE.
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO VAULTS.
PLANS IF RE VISION S ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF
EXISTING FA MA
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF KEY
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METER MUST
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL BE IN FRONT OF THE PARCEL THEY ARE SERVING.
COORDINATE HIS /HER WORK WiTH COMPANY REPRESENTATIVES.
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT 2O SHEET NUMBER
ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF -- SUBDIVISION BOUNDARY
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES I
CONTACT THE SAN DIEGO GAS do ELECTRICAL COMPANY. Z L07 LINE -�
TELEPHONE: (800) 422 -4133. P C L 3 - - - EASEMENT LINE OWNER'S Ct=H p � 1 It
8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING I - CENTERLINE
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HiS /HER WORK s EXISTING SEWER MAIN IT IS AGREED THAT FIELD CONDITIONS
MAY REQUIRE CHANGES TO THESE PLANS.
WITH COMPANY REPRESENTATIVES.
NOTICE: "UNDERGROUND INSTALLATIONS "i. T HIS
OR PR B OUNDARY
OF A RE P C L 2 SUCH CHANGES, ALTERATIONS OR ADDITION 0 THESE PA NS WHICH THE DIRECTOR MA KE
TOR OF PUB WORKS
APPURTENANCES CONTACT PACIFIC BELL. DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
TELEPHONE: (800) 422 -4133.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS INTHiN
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE EXISTING CITY RIGHT OF WAY WTHIN 60 DAYS AFTER
ISSUANCE OF THE CONSTRUCTION PERMIT AND
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, TO PURSUE SUCH WORK ACTIVELY ON EACH NORMAL WORKING DAY
UNTIL COMPLETED, IRRESPECTIVE AND
AND BEAR THE COST OF RELOCATIONS, IF NEEDED. INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER
MY CONTROL. I
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10. ALL TELEVISION SERVICES WITHIN THiS PROJECT ARE "UNDERGROUND OWNER: MR. JOHN HAYWARD APN 26 -
^ i
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES 1255 BIRMINGHAM DR.
CONTACT (800) 422 -4133. ENCINITAS, CALIFORNIA 92024
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON TEL (760) 436 -3053
THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE BY DATE
LOCATED WITHIN THE DEDICATED RIGHT OF WAY, OR WITHIN EASEMENTS
DEDICATED TO THE CITY OF ENCINITAS. N
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 4m
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE
APPROVAL OR RESPOSIBILITY OF ANY KIND FOR THE DESIGN OR V
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS.
14. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO 2
ESCAPE OF LIGHT ABOVE THE HORIZONTAL. ti
15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES >_
DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT La
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER
J
633-2770.
16 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. m
17. 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. somas CEH I I ATE DECLARATION OF RESPONSIBLE CHARGE
DIGALERT 4. 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A I, BOB BARRY
A REGISTERED CIVIL ENGINEER IN THE STATE OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR g 'Q
MANNER AND LOCATION APPROVED BY THE INSPECTOR. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF �� �-
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED �
�
19. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE STANDARD AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS cr
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES CODE AND THAT THE DESIGN
IS CONSISTENT WiTH CURRENT `r
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 01 JAN 2001 AND 26 JAN 2001. ONE COMPLETE COPY OF THE STANDARDS,
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY �,��
V
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE I UNDERSTAND THAT THE CHECK
OF PROJECT DRAWINGS
REGIONAL STANDARD DRAWINGS (LATEST EDITION). CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS
° �
IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS IN CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, iu J
S OI LS THE
GR DING PLA A
OR EC HAVE I . PROJECT DESIGN. BEEN INCORPORATED p WORK, , OF MY RESPONSIBILITY FOR
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A. R. BARRY, P.E. e.v. srs+roe DATE /I f /3/07- N
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P.O. BOX 230348 `�orec 48 HOURS NOTICE
r��a r 27525 VALLEY CENTER ROAD, SUITE B REQUIRED
ENCINITAS CA 920 ��F VALLEY CENTER, CA 92082
W.O. #P -1661 TEL. (760) 753 -9940 (760) 749 -8722 C3
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SAN DIEGUITO WATER DISTRICT COMMUNITY DEVELOPMENT DEPT. ENCINITAS FIRE DEPT ENGINEER R. CARDIFF SANITATION DISTRICT
WYMI AYC A MMY MAP Z
27525 VALLEY CENTER ROAD, SUITE B ar. NO SCALE
T.B. PACE 1167 �
4 SEC F - *
�/ / �Z VALLEY CENTER, CALIFORNIA 92082 760 749 -8722 310 306 -9728 'l' �rvj� ��'
REVIEWED BY DATE ( ) ( ) .� �a
SIGNATURE EXPIRES 2 YEARS FROM DATE REVIEWED BY DATE REVIEWED BY DATE A DATE GPL WEI JOB NO. 00 -216
DATE: 02 -12 -02 1 D -112
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE "ASBUILT" I N Y H K Y APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO. Z o
P.K. NAIL ®STA 12 +45 NEAR
PL A S PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO ED PUBLIC ROADWAY IMPROVEMENT PLANS FOR:
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CENTERLINE OF BIRMINGHAM DR. HORIZONTALIA BY:
DATE DATE to 3o - o t. B Y: B Y: CITY OF ENCINITAS TPM 99-291/02-054 7 - 4 - 3 1 1 - 1
(7 t WESTERLY OF SEWER M.H.) GAR R. W N N0: _�- g
VERTICAL N RCE: EXP: EXP. 3N 12 11 o L Z 12 5 5 BIRMINGHAM R M I N G H A M DRIVE SHEET 1 of
2 Z
CONTROL POINT 1208 ELEV. 326.10 DATE: _�L ��
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_ - _ CONSTRUCTION NOTES:
- - - _ STA. _
PI -3 1 99 Is
340
- - - ma 340 O - -- SAWCUT AND REMOVE EXISTING AC PAVING AND JOIN NEW PAVING IMPROV WENTS
.. !� + 2 - -- CONSTRUCT MIN. 4" AC OVER 6" CLASS II AB. PAVING
. O
S CT TO CH BASED SOILS ENGINE RECOMMENDATIONS.
E� � AC IN L� + � , �- -- o � UBJE CHANGE ON ENGINEER'S
U
.-�� - O3 - -- CONSTRUCT CURB AND GUTTER- ROLLED PER SDRSD G -4 AND AS MODIFIED PER DETAIL A.
8ty CONSTRUCT 4" DECOMPOSED GRANITE SHOULDER OVER 6" COMPACTED BASE.
+ ¢ o cb • ^ N G� +. O5 - -- REMOVE AND RELOCATE EXISTING MAILBOX TO BEHIND SHOULDER IMPROVEMENTS.
_ -_ -- � - - - O CONSTRUCT AC OVER CLASS II AB PAVING - DRIVEWAY PER DS -7
°C +2 - * SUBJECT TO CHANGE BASED ON SOILS ENGINEER'S RECOMMENDATIONS.
I
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330 330 ROADWAY GEOMETRY TABLE
NO BEARING DISTANCE DESCRIPTION
_ 1 N8933'13 "W 205.42' CURB LINE
_ N00 - 26'47 "E 30.00' DRIVEWAY
i
+ U
0 4 I �
N
310 I � 320 N Y CA Y
RY BIRMINGHAM DR. �.
-�- - - -- -
- -
- - - -- - _ - -- - -- - - - - - - -
JId
- TT T T LL t t H I f T T I
11 r 4 r r " 6 ' e - - EXIST. AC Z I
I PAVEMENT
1 '
i I
- - - - -- - - - PROFILE - - - - - -
N
310 VERTICAL 1 4' 310 - - _ - - - - - 4" DECOMPOSED N
HORIZONTAL 1" = 20' - GRANITE SHOULDER
- - - - - - 00
1 L 41 1 OVERLAY, GRINDING OR COLD PLANING MODIFIED CURB &
AS NEEDED TO PROVIDE SMOOTH TRANSITION GUTTER- ROLLED rl-1
tf ---- --- r _ - - PROP. *4 "AC
co
14 +00 15 +00 16 +00 17 +00 OVER *6" AB
TYPICAL SECTION TI =
NOT TO SCALE N
N 00
O
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1 Gate I /
STA, 15+71. 00. - +7* _� - _ -
A. 4+ 6 MODIFIED
- I
W
- -A. l h ^ 1 `� CENTERLINE PROP. AC DRIVEWAY W=16 r - U
IVI E -� CENTERLINE AC DRWY W=16 DWG. 6884 -G) _ J _ ��� —� V -6" 2' -0"
_ STA. 14 +57.81 18.0 ' RT STA. 15 +63.20 18.00' T STA. 15 +79.20 18.00 _
RT > MODIFIED u
STA. 14+5T. BEGIN ROLLED CURB IMPROVEMENTS - 331.25 TC ,- - 331.95 TG I PROP SDRSD j
N OADWAY IMPROVEMENTS 328.82 TCfFS 0" CF BTM OF 'X' STA. 16# 63.13 18.00' RT % w G -4 CURB Q
Cl $ $ (328.83 FS) JOIN EX. AC PAWWG / ! Q ? >
END ROLLED CURB IMPROVEMENTS PER STD
Yo S 1+ S - S S S S w 15+ 4 6 +00 END ROADWAY IMPROVEMENTS 17 +00
BI IV 34j T
i 2 3 f�189'33'13 W t
—►M — — — -fir= W P". -U) �C�lT _ �W — _
JOIN EX. AC LINE
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PROP. TOP ROLLED CURB - O
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E �� MODIFIED G-4 CURB DETAIL A
- EXIST>�G�AR METES f L - �� O fECT IN PLACE EX. P0� POLES
EXISTING FIRE HYDRA1�r NOT TO SCALE 0=
r MOVED TO 2' BEHIND SIDEWALK - T0 BE RELOCATED BE)IIND
WORK TO 9E,DONE BY SDWD AT_ - SIDEWALK
OWNER EXPENSE W
PR(�OSEDPRIVA ROAD STA. 14+5 4. \ _ _
BEGIN DECOMPOSED GRANITE SHOULDER IMPROVEMENTS STA. 15 +63.20 • � I }.
AND UTILITY EASEMENT 328.44 FS END AC PAVING IMPROVEMENTS lLJ
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SEE DING (330.75 FS)
G 6884 -G - TAG 15+ L \ -�
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DOC. N4 ?002 - 040629 �- _ND AC PAVING IMPROVEMENTS U � J �� f I ) GRAPHIC SCALE
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GPL WEI JOB NO. 00 -216 DATE: 02 -12 -02 D -1 12
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE "ASBUILT Y A CHECKED Y APPROVALS CfTY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO. Z
P.K. NAIL ®STA 12 +45 NEAR HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR (W ES
PUBLIC ROADWAY IMPROVEMENT PLANS FOR: p
CENTERLINE OF BIRMINGHAM DR. 1" =20'
BY: _ _ py Z _o
DATE DATE rte— ST - 2
( 7 f WESTERLY OF SEWER M.H.) GARY R. W N N0: Z��'
eY: BY: CITY OF ENCINITAS TPM 99 -291 /02 -054
VERTICAL I pz ,� , 1255 BIRMINGHAM DRIVE
CONTROL POINT 1208 ELEV. 326.10 RCE. EXP: EXP. 3 DATE: SHEET 2 OF 2
x' DATE: 2111 0
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