2005-9289 I (Plans)NoText
7
7 -.17.
w
a 7 m
Or'
- - - - - - - - - - -
...... . ....... .... ..... .. .. . . . . . .
7
. . . . . . . . . . . . . . . . . .
.. ... . .
l�� 7
:7
.7 . . . . . .
:7 7
- -- ---- - - ---- -
7 L ... ... . .. .. .. ....... . . . . . . .
... .... . . 'T go—wv 17- EL_ 71".1 )8- 61=- 5:71 ;%.:: 62;p 4.1; X �RV 641 ----- -
In rj
7=
. .... ... ...... . . . . . . . . . ... . . ......
. ....... ..... .. . . ..... ... .... ... .... ...
. . . . . . . . . .
. . . . . . . . . . .
77._'
7.r7 . .... . . ...
... .. .... ... .
......
cp 01 �V
. . . . . . . . . . . .. ... ..
. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . .... ... ... . . . .
. . . . . . .
. . . . . . . . . .. .. ... ..... . ...... . . . . . . - - - - - -
. . . . . . . .. . . . . . . . . .
. . . . . .. . . . . . . . .....
........ .... ...
..... . . . . . . . . ...... . . .. . ....... ... .
':I' 7 �:=7
7W &
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . ... ...
L
r
Of 01 -9- 45
'C
7 _� .... ... .. .. . . . . . ..
77.�_� 7
. . . . . . . . . . . ..... ........ .... ...
— 7 . . . . . . . . . 7Z'
I k I I : I ! , � I � � i I � � I I
N Q4
zc N_ V
1 ;. : : I � : : ! I I t : � , � � I 1 +1fy. I I � ... � ....... .. �y(� �..
_._ Q.. �� �� - �� I V �- I 1
I
i I i __ ___I I I __ ;. i -: L ! �r I - I I- 1 ' f 1 : . � . I .: � 1. � -f = .__
I __ � i' 1 O -�i 3 , ..'..._ � _ F _ , _ I I 'I '
_._..: _. ..___: - _.L. J .,. .. _.I .. _. ✓.. ... 1 I _! ___.� ..� .-. '� .. —_ —{1I— _— .__.. _.
.... _ _.. - - � i _ 1 _ ..i —_ J I y.�4� '
I I r I fi I 1 - 1 1 �_ _ _ _ _ _ __, 1- t- 1- I � �r�t �� _ _ ... _ _
-.�1 " I I _ _
- I I ( !• -�- . i �_ I I � I 1 I I 1 � T ! I � Q o _ a ... " LIP 58 _
_6 .__ 1 I , ,
' __.. __.... .. -_- ^ -, r � I t -1- r— : t LE I : .. � — �,, .... _. ... _ _. _
_ — .� -f —.__ -- 1__— .— _.— _I— _.'�_'___'_._ r__ - _� .� -._.._
�fv F_ 000�c ED F NI . GRA D L
-- ------ ----- . . . . . . .
FX. 3TINIy CON17171
I TI G E OF PA AVE T
. .... ..... . ..... . . . . . . ..... ........ . . . . . . . . . 4 ........... . . . . . . .
---- ---
C E E C) N IPHAIA
D WE
W R( 6-T 5 A1'ER
or
F_
P I
II T
P1
•
r h 1- -r I } i 1 -�- .t,. —t � _T
I L L L /{.n�I. _ .. (}� .., . _ ,.. - r�-1- — —i I T- - r -� —'-� —, -i
7
t
7 4' T
77F
0+00 0+50 1+00 1+50 NO
STORM DRAIN TABLE CURB TABLE
328.55
STS IsId"m 0 0
LINE DELTA - LEAQTH BEARING PA REMARKS LINE DELTA LENGTH RADIUS REMARKS &,
BEARING NOTE.- vy
wri TO �4 LrTILIT)rs ctoms 1�tvposnp
51 "� 67rQf-K 'MP4?d TIE
1.96
77.99' IB" RCP D-1350 134.81 N16 o15'25"E TYPE "G-4 POLLED CURB GUTTER FRoFOOD 12 PVC 000 D CONTRACTOR TO VERIFY
mcr HORIZONTAL it
BE UC,\ffD 0/ 12"1414 400 CAftf \7- ' Ga4`09 1 5rw, 37'23 214.46 N34 '57 2 4 `E LESS
TgAd -Z/ Ffom fIdISHED AND VERTICAL OF ALL EXISITNO UTILITIE6 A T THE S
IF V%0%L1, SS j6uwovsr� ON som SIDES OF ExllT IN&-)
15 '29 '56 5<160 I N41 o5449'E or- ripe CRO56IN07 WITH PROP0$E0 0" RCP 5TORM o rgs4or DRAIN PIPE PRIORTiO
ORDERING MATERIALS.
SIX If4clkrLt WTO Cot Groajotp
AND To rAlo
7.98' S49 •3947'W POTHOLE INFORMATION TO BE PROVIDED TO
ENGINEER OF WORK'rO CONFIRM STORM DRAIN
_' �; WILL NOT CONFLICT' WITH EX161rNO UTILITIES
VMIS 7 &F-L - 30T�ral-\ O'F TA
oikr" _mL1"q-c09wx To VIE
+ � EXISTING PAVED WIDTH • �_A ';,OF LONE JACK ROAD APPROXIMATE 16 t4w t4itgw"
CAD Of SD,
S -- - - -- -
S
l y
APPROXIMATE LOCATI
_ UTILITY LINE. 1.5' OFF EDGE OF N OF EXISTING ���, -I j
7— -CO STA: PAVEMENT.
POSM5�HgAQWALL
TOP NALL,=79�0, APPROXIMATE LOCATION OF EXISTING
PE A
IE'�OuT=77.14>< IT • 7 wis zi�,
MA
q 5
0
+
ED PROPOSED TYPE "F" CATCH
STA: 1+82.55
BASIN PER SORSD D-7 ZL
0 0 FL IN -84.75 WGt UAILITIES
r lD ( ltn
INV OUT=80.8
G ow
lore 1*4 egm
INLET BASIN �n'Q
SAWCUT LITN M TALL G10NCPETE\_DUPq ROPOSED
P ROPOSE
ER DWG.
�6URB PEP�1SDP5rD'%G771 WITH I iONG
AND GUTTER t MATCH EPGk.-. O PEN I NGS At 9' -10. C.
PROPOSED TREATMENT SWALE s, `. , •� . ` ` l; ...\_ �,,- --
q rn OF EXISTING READ INSTALL CONCPETE3?L;HANiVtL PEP DETAIL SHEET I R R
lo
t 7
SEV PUBLL1.
CLE
INSTALL 5' x 10' x 1' LIGHT 1.
PIP RAP ENERGY DISSIPATOR DROPOSED CONCRETE
le, + -� 1 11 \1
INV �ATQH BASIN OPENINGS
ST4. E
MATC ISTIG CURB �ND GUTTgh 4" GAS MAIN. 2.5' NORTH OF CENTERLINE BO UNDARY APPROXIMATE LOCATION OF EXISTING
PROPERTY
so
LO 1 N, TO BE VaRIF�f�q rIN FIELD LONE JACK ROAD. TOP OF PIPE AT
XISTI PAVED-WIDTH
Clij \OF LONE C R APPROXIMATE
APPROXIMATE LOCATION OF EXISTING
ADELPHIA (CABLE) 5' OFF NORTH EGDE
OF PAVMENT.
LINE "VEL U1 IMAM& 'MOILS pr�)% 4
mo it
82.17 i34uv__q#b1 W CLbirz.-Ii 'ft CADO A. p
6 14
1A LL74 61.42� 06 1 gap t> PLAN VIEW OFF-SITE IMPROVEMENTS SCALE 1"=20' CD m
A5 SUILTS w
6"6p%mp� m Ex 07 z
0 20 40 60
VA rE
WAY r'j PASCQ CIV IL
r2CEN0. 28577 OF c Ln
Z
H
x F. 3151L, w w
Z
i cu
DATE REFERENCES DATE BEN C HMA RK SCALE PLANNING & BUILDING m
REVISIONS wis SRJ/ BMA I WAP APPROVALS C= OF ENCDUTAS ENGINEERING DEPARTMENT DRAWINGNO. 0 z m
w
FOUND 112" SQUARE IRON PIM NO DER THE SUPERVISION OF RECOMMENDED APPROVED OR:
OVED 0 cm
�"D r�
U EAf-A 6 fr
�_A
A S GO ILTS 611,0 STAMP DISCERNABLE NEAR THE REV
E ED
i
in
NORTHWESTERLY CORNER OF DATE: 6 BY: /1/1 BY: 4 � , 0
11 104. 4 9 CL a in C�n
PARCEL I I PA
MAP NO. 17911. d�laaco -f— I - w---, SSO FIORE LONE JACK RD
CCS
STA ES CK 23 VERTICAL _NJA A.P.N. #264 - 160 -16 R.C.E. NO. 29577 DATE: 712-71 DATE:
EXP. 3 -31 -07 AT E.' PASCO
ELEV. 225.17 MSL. NAD 83 PLANNING CASE NQ: 04-087 TFim rs
' PE 1232
NoText
A
GENERAL NOTES GENERAL .NOTES CONT[NMED see NOTES: LEGAL DESCRI WORK TO BE DONE Y
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), CONSTRUCTION MATERIALS:
PORTION OF BLOCK B7, TOGETHER WITH THOSE PORTIONS IMPROVEMENTS CONSIST OF THE FOLLOWING WC7A'�C TO BE DONE` ACCORDING TO THESE
STREET RIGHT -OF -WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO
THE OF 13Th] 14TH, "J" AND "K" STREETS AS SAID STREETS WERE PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED VACATED
AND CLOSED TO PUBLIC USE MARCH 4, 1915. ALL SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO TO THE SATISFACTION OF THE
FIRE DEPARTMENT: WITHIN THE COLONY OF OLIVENHAIN, IN THE CITY OF STREETS AND STANDARDS REFERENCE DRAWINGS.
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED
BY ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA S.D.C. s SAN DIEGO COUNTY
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. O.M.W.D. s OLIVENHAIN MUNICIPAL WATER DISTRICT
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE S.D.P.
s SAN DIEGO PRECAST
CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY
A•P.N. • 264- 160-16 S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY VEHICLES
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. "A" VALUE TESTS SHALL BE REQUIRED PRIOR TO 3. ALL FIRE HYDRANTS SHALL BE
INSTALLED, IN SERVICE, AND ACCEPTED SM ADDRESS
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT
LEGEND:
PROJECT BOUNDARY. NEC OF LONE JACK ROAD AND JACKIE LANE
ENCINITAS, CA 92024 THE QUANTITIES LISTED BELOW ARE PROVIDED FOP REFE'RL7NCE OILY AND DO NOT
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET AIENT -OF -WAY OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: RELIEVE THE CONTRACTOR
FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO SEWER TOTES ALL ROADWAYS SHALL BE A MINIMUM OF 16 FEET IN WIDTH DURING
QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
CONSTRUCTION OF BERM, URB, CROSS GUTTER AND PAVING. MIM) CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE O THIS
PROJECT.
(CMWIFF S ATION DIS
C PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD AND THE ENCINITAS FIRE DEPARTMENT.
BRUCE WIEGAIND
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), WIEGAND/
NEGLIA CORP. NO. ITEM 6 STD. DWG. SIDS SYMBOL
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD O INSTALL
ROLLED CURB & GUTTER G-4
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON SPECIFIC NA P U B LIC
STANDA W OR KS CONS TRUCTION, A OWNERS ADOPTED BY THE T�FI'CATE THESE PLANS. HOWEVER, THE CONTRACTOR
IS REQUIRED TO TAKE S N DIEG D REG IO L S DS COMM TT I EE), T E S ND DIEGO O INSTALL 4 " SEWER LATERAL S -13 -{
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SPECIAL PROVISIONS: O INSTALL 4" AC PAVEMENT OVER 6"
AG $ASE N /A """"
SHOWN ON THESE PLANS. 1 • TRENCH WIDTH SHALL BE PER SDRSD Nb.S -4 UNLESS OTHERWISE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE
CHANGES TO
6 L OCA T ION AND ELEVA T ION OF IMPROVEMENTS TO BE MET BY WORK
NOTED. THESE PLANS• Oq INSTALL MODIFIED TYPE - F' - CATCH' BASIN D-7
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 2. PIPE AND BED01M CONDITION• IT IS FURTHER AGREED THAT THE OWNER
(DEVELOPER) SHALL HAVE A O INSTALL CONCRETE HEADWALL 0-30
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 314 INCH CRUSHED REGISTERED CIVIL ENGINEER
MAKE SUCH CHANGES ALTERATIONS OR
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND ROCK BENEATH THE PIPE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER
DETERMINES #3 BACKING RIP RAP WITH FILTER FABRIC Dr-40
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
REVISIONS TO PLANS IF REVISIONS APE NECESSARY BECAUSE OF (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF THE IMPROVEMENTS.
INSTALL 18" RCP DRAIN PIPE N/A
ACTUAL LOCATION OF EXISTING FACILITIES. PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND,
GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON ® PROPOSED
SAWCUT LINE N/A ---� '
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. THESE PLANS
WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH Og PROPOSED
FIRE HYDRANT N/A 004
AND SHALL COORDINATE HIS WORK WITH COMPANY (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM WORK ACTIVELY ON EVERY
NORMAL WORKING DAY UNTIL COMPLETED,
REPRESENTATIVES. OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED
WITH
INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY THIS PROJECT OR UNDER MY CONTROL 10 PROPOSED TYPE „
A " CLEANOUT D -9
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 1 i PROPOSED WATER
METER N/A ❑
THIS PROJECT ARE "UNDERGROUND O
INSTALLATIONS". FOR LOCATION OF 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS,
ELECTRICAL CABLES AND GAS PIPING AND SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN 12 PROPOSED 6" WATER
VALVE N/A •
APPURTENANCES, CALL S.D.G.& E. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE
TELEPHONE: 1 800 422 -4133 (DIG ALERT) USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR.
PROPOSED 6" TEE N
B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER WIEGAND/ NEGLI
CORP. DATE
O --
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A BRUCE WIEGAND: MANAGING
AGENT SUBDIVISION BOUNDARY �■�■� ��
HIS WORK WITH COMPANY REPRESENTATIVES. MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. LOT LINE
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8- INCH
COLLECTOR SYSTEMS WITH INSPECTOR 'S APPROVAL CONTOURS
-•- -- --- - '.�, 5•- ---• --° --
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS S TATEMENT OF ENGINEER OF WORD EXISTING CONT
PROJECT BOUNDARY ARE UNDERGROUND 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER PROPOSED CONTOURS
255} --- --
INSTALLATIONS". FOR LOCATION OF SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE
CABLES AND APPURTENANCES CONTACT DIRECTLY INTO MANHOLES. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
EXISTING EASEMENT -- -- - -
PACIFIC BELL. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER ENGINEER SHALL COMPLY WITH , THE GENERALLY ACCEPTED
STANDARDS AND
TELEPHONE: 1 800 422 -4133 (DIG ALERT) SDRSD No.S -10, TYPE A. PRACTICES OF THE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER PROPOSE
D EASEMENT --- - -. - -
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN CENTERLINE -- ---
9 THE CONTRACTOR SHALL NOTIFY OLIVENHAIN MUNICIPAL WATER 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH ACCORDANCE WITH
THE RULES AND REGULATIONS REQUIRED BY THE CITY
DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES MINIMUM COVER. OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK
OR REVIEW EXISTING SEWER- - ------ - -----
AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WA TER MAINS PERFOMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A EXISTING
WATER �~
NOTICE: ALL WATER SERVICES WITHIN THIS PRIOR TO ACCEPTANCE OF WORK. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
EXISTING GAS
PROJECT BOUNDARY BOUNDARY ARE 'UNDERGROUND �, ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE SUFFFICIENCY OR ADEQUACY
OF THE PLANS OR DESIGN, AND IT THEREFORE
INSTALLATIONS". FOR LOCATION OF DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY
FOP THE PLANS OR EXISTING EDGE OF PAVEMENT�
WATER MAINS AND LATERALS CONTACT PUBLIC USE. - DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
OLIVENHAIN MUNICIPAL WATER DISTRICT. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS MASONRY RETAINING WALL
TELEPHONE: 1 800 422 -4133 (DIG ALERT) 10.
FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY 2'1
FILL SLOPE MAX.
LATION."• INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
x
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS OMISSIONS
OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT I �
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 2'1
CUT SLOPE MAX.
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. FOR INSPECTION OF PROJECT. (760) 633 -2770. AND ARISING OUT OF THE WORK
PERFORMED BY THE ENGINEER.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS". FOP L OCA T ION OF CABLES AND SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY
APPURTENANCES CONTACT. TELEPHONE: 1- 800 - 422 -4133 RIGHT OF WAY. BY;
13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WAYNE PA DATE
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE WORK FOP A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE RCE No.
2977
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY PAD PROPOSED 6.5" PCC OVER
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH PCC BERM NATIVE SUBGRADE SOIL
PASCO ENGINEERING INC. Q �,pF ESSrO
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN NOTE MAX D'RI'VEWAY SLOPE -20%
535 N. COAST HIGHWAY 101 �O A
ENCINITAS. WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD SOLANA BEACH CA, 92074 �
FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER co Q 13 �� NO
PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL TYPICAL SECTION. WITH TH CURB PE
1232 3 o Z
RELOCATED OUTSIDE THE AREAS TO BE PAVED. ABUSE OR NEGLECT, No . 29577 m
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
N.T.S � Exp . 03/31/07 �
THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE TAPE ABOVE ALL PUBLIC SEWER LIMES, AND PORTIONS OF SEWER
FIELD. LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. 16 ' `�,q CIVIC
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. � OF CA1 -ZF�
REFLECTIVE FACE OR EQUIVALENT. 16. "'AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. ACCEPTANCE OF WORK.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO
HOURS OF NOTICE FDA SUCH A MEETING. (633 -2770) MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS END G -d CURB &GUTTER
AND MAY BE REQUIRED TO DEDICATE ADDI TIONAL ACCESS PROP. ROCK_ PROPOSED 6.5" PCC 'OVER MATCH EXISTING PAVEMENT
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. LINED DITCH NATIVE SUBGRADE
SOIL
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE �
�
e
WITH CITY OF ENCINITAS APPROVED HYDAOSEED MIXTURE. REQUIRED PRIOR TO CONNECTION TO SYSTEM. M7TE MAX DRIVEWAY SLOPE 20X TW @FS _ 78.5
�
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK BW @FS =77. 12' TW @F S =79.0 '
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. TYPICAL SECTION: DRIVEWAY WITH DITCH Bw @r =77.14
1B ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW PROPOSED ROLLED CURB N.T.S
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
AND GUTTER PER SDRSD G -4 TC =7B. 9 ' •
19 PRIVA ROAD IMPROV EMENTS SHOWN HEREON ARE FOR INFORMA T ION 2' 3. 5' 2� 4. 5't 7'# FL =78.4' T W @FS _ 79.0
' ' S _. V .... ,...
I 8 .5'
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE EXISTING PAVEMENT BW @FS =7� vfa ►►te vbr
APPROVAL OR RESPONSIBILITY OF ANY KIND FOP THE DESIGN OR LONE JACK ROAD
FILL BERM ' ° �`+b11ow
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) TC =78.6 ' "
2:1 SLOPE
20 COWCENTRA TED FLOWS ACROSS DRIVEWAYS AND /D4 SIDEWALKS SHALL NOT ": , w ; Y . ., . 5 ' PROPOSED
=78.1' w '
_-
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, / SAWCUT LINE INSTALL 10' x 5' x I'
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. SAWCUT REMOVE, ..... t
AND REPLACE 4 „
EXISTING GRADE REMOVE & REPLACE LIGHT RIP RAP ENERGY
�x
a
r...._:,. 4' AC OVER L I A
1 THE DEVELOPER SHALL E RESPONSIBLE T ANY OR C I B car„
2 L B I E TN AC OVER CL II A8 ,... ..... , . . _ . . ;
1 � . DISSIPATER
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED ::: :"". o : °:' : a . hC1171aa el
41 ^�►^ta
-
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND =- INSTALL G 2
_ _ ,...v ..... _. .. :. .. ........ � a =
TRANSITION CHANNEL FLATBOTTOM - CURB WITH 1 TW @F 78 5
SURVEYOR.
TO MATCH EX I S I TING EDGE OF PAVEMENT WIDE OPENINGS
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER AT LONE JACK ROAD. SLOPE VAIRES CONSTRUCT . 5 THICK CONCRETE AT
3 0. C. a BW @FS =77.
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" CHANNEL. INSTALL 6x6 x 10/10 GAUGE
AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CAN EL 'ET�O W • W • M. REINFORCEMENT OR EQUAL. FL =77.0
...
CURB `� TW . 0'
N.T.S TC =77.3' _...r BW @FS =77.07'
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A 1 A
MANNER AND LOCA APPROVED BY THE INSPECTOR. P
FS @BERM =78.5 '
ENCINITAS FIRE DEPARZ'MF�NT PARKS & RECREATION ENCIlVITAS PUBLIC WORKS DEPARTN4ENT OLIVENHAIN MUNICIPAL WATER DISTRICT
APPRO APPROV APPROVED APP D
BY. . BY. BY. BY. PL4 . VIEW CHANNEL VICINIT <�
• ! TE' V ZO OS N.T.S (T. B. #1147 -D6) NTS
DATE. DA : DAT �C�Q A
0
DESIGNED BY DRAWN BY CHECKED BY �N�
REVISIONS APPROVED DATE REFERENCES DATE BEN S� MA AP APPROVALS C= OF ENCR*=AS ENGINEER' IN DEPARTNMNT
DRAWMG NO.
FOUND 112" SQUARE IRON PIM NO APPRO ED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVE PLANS FOR THE
IMPROVEMENT OF.
STAMP DISCERNABLE NEAR THE
NORTHWESTERLY CORNER OF HORIZONAL NIA BY: DATE: 6 vo S
BY BY: �,�,� j < �m
>77
PARCEL MAP N0. 17911. �� G� PASS( FTORE LONE JACK RD Lo Cn
CCS STA ES CK 23 VERTICAL N DATE: R.C.E. NO 9577
. 2 : 7 t8 � �
� WAYNE PASCO DATE: Z �� DATE A.P.N. 0264 160-46
ELEV. 225.17 MSL. NAD 83 EXP . 3 -31 -07
PLANNING CASE NCO: 04 -087 TPM SHEET 1 O F 3
M. 1232 pro611512005 PE 1232
7
4.'
------ 7777'=
7777 77 - 7 -
_4 A
. ......... . ..
4:�
777T=
m -W.... L, . ......
_4
7 7_ 4&0x!. C 1 . � .1 .1 - , .. 1 - � I ___ - _ � i - - 1
........ ..
4
EL-77-27
:4:
. ....... ..
A,
77.
7% 6V:t2o�38%
.. . ....... .
7777T777
- 77 ,
::71.." "'A
. ....... ...
7771 - 7777
7 77F 7
.. .. ..... .. .... ........ -
T .
... . .. ....... .
:4
�q "..-I
t
... . . ... ..
. ... . ... .... .
A a cri �.f
. .. ..... . .. ...... .. . ..... ...
J: . j
L
4 _4
-.1-141 11 -l", .. 1 11 . il - i , " t �_� .... .. . ......... .
..... ..... . ..
71.08� p 77t 71 -:44,
7 t
_24 t , � l: I
., . 1 11, 1.. - I'll. _,......-Al-m Im .- w + cn
A — 111,111.1. 1 1 1 § l A - 11- % - ", i , . .l. - ...1-11 1... -.11.11 ...", �
7777 - - - � __ . - -.- __ - 11-1- 1 - - - - 1 77 77,
� �%__l - ? 11 4
7, jr- --- - - 1-1-1 1 4.----- 7777T - 11--
Lw�� t I q � � 11 -
'7 7 m
T.
A
�77t
A" L A —
A� T777T
J
. ..... ....
7 ... ...
........... ... 0 . ......
.. . .......... ... j,
5.
m
7__
4 1 87:177,74
.. .. ...... ... .
........ ... .
. . ........ ... . ILQ ------
4
4- . ..... ..
L T .,...
.. ........ .
. .. .......
J 4 .1-1:...l."., I
7t77
IM
A LO . . ......
..... ...... . . .........
7 4- C, > . .....
-J UM tL
lJVl J+L T 77
-
... . ..... .
4 ........ .. ... .... ....
777.7 777�7. =t
4-��.:�tL1'.:--
Vu
,6: tn f;" I
A
4 7
�,7
.. ...... . .
w - 7 - - , I - -
j 4
f ---
J
v r.-
77, 77t_
. .......... ....... .. .
........ ..
4
Z5
� P4,
J 7 7
. ..... ....
cn 1`�
c w 4 .
+
... .. ..... ..
A
. .. ....... 7_7
_7:
L VbH -or_
tit
mc
77
to
I ntl
t 17
f7
Al a 777
77'
4 --t7e
7
.. . ..... ..
OL DLJ.L V L�
j 4 A,"
...... ...... . .
------ '77 71 - 7
. . . ...... BOUNDA, Y-
PI 11L� A' A A--- x-i ff-
......... .
..... ... . .
-7 7V"T' -of %of
.............
4 111 . ... .. .. .......
u =7 77
j ,
t
77 777
=T
...... ...... . 7- % tu 77" _
...... .....
..... ... . ....
A
J _
T
A .... .. . .. .
... .. .... .... .. ... .. ....
U- uu
.1 .1 1 . 1. r r 1 " . "'L . I .. . .. ......
4__ . . .. .... ,
..........
f 7 -7, .. ...... ... j . . ... ......
. .. ....... .
. ... ..... . ... V uj Q En Q
. . .... . ........ ..... . ....
... ..... . .... . . .... ..... . . 7777
........ . .
... .... . ......... . ....
......... .
- 7 .1 1. -7
!7!
... . .....
J , .... .. ...... . .... ..... . .. ... ....
..........
. ... .. .. ..... .. ...... ..
.... . .... I
. ............. .. ......
.... .... . .. .... .. . ...... 4
AZ ........ .77 7 = 7 r= 4
...... . ... . .... ..
off .... .. . ......
4- ... ... .. ........ . 77 j . .. ..... . .. .....
7� ��4 :� . , :]: L �,: L- r, ' ,""", I" "LL
7, t C)
T . .... . L ' .. . 11., . f , � , 'L _' �
........... ...... ....... .
q. J
t
77' . ........ ....
7777.
... . .. . .......
. . ......... ........ .... ..
7= ... . ... .... ...... . 77 PP'94
.. ... . ...... . . ...... ... r r , 'L - L. 1 r , ' L "' L ' , '
U 3F
........ .. ... ... . .. ... .
. ... .... ......
F_ T
_4 I LIL BE, p
7-77�'- 7 . ......... . . .. ... . ......
...... . ..... Oj# r : L ' " r
77= .......
7
F IN I P .. ...... .... . ...... .. .........
4 ,
- 7 _7
RE Pf7i 7
A B EL
A
_j P 0 p
J L
saw-
�: :, L .. .... . . ..... .
77
t
J. U
I N( C'OND I' T'
7 . ........ L' ' - _, I ��L � ' , �l : -
Ivs
. .. ... ..... ...
.. ...... ..
1 L � t jL NU . .....
17, X
. ...... ...... . .. . ....
..... . ... . . .........
. ..... .. ..
..... . .....
j .. ....... ... .
4, TEP
.. ....... .. ...... . .. .. PA` VEWNT_�_�
. . .. .... .... .. ...... . IS TIlvG
.. ........... ......... . EX
........... ... ...... .... .. ..... . ....
. .. . ..... 61
........ ..
A&—
a, 77
NE AGA A'
.. . .. . ...... + ,
.... ... ...
. . ... ... . . ... . ... .. . ..
j J L �0 . - --- ----- . .. .... .. ... .. .. . .....
. ..... . . ...
7 , 7 . . . . . . . . . . . . . . . . . . . . . . . . .
OA4 A ND S WEP
Xl_
-A
�
J' ...... . ... .....
. ...... ...... .. ........... . f . . . . . .
77
. ..............
jr
b _�_C _E" _D]�,' -7 - SHEE T . ..........
_ _ :" m
TA
....... . . . . . . . . . .
. .. . .. .......... .
F F
A 8
-'A F
4 . ........
7
........... ..... ...... ,
SB
f-q. Li
N
4
- - - - - - SO
.. .. .... .. .. ... ..... ..
... .... . ... ..... ...... . . ..
A ... . ...... .
777T77 . . ... .....
..... .. .... . ....... . ........ ...
t7777V7 (to/
. ...... . ....
. .........
- 777 _7'_L�__' - - ----- q
4 � 4
j
. . .. ..... ... .. . . . . . . . . . .
4
.... .. .....
777_71=77' 7
L4 . . . . . .
:q
--T7= 77=T=- 7'
j ... .. . ... ... .. ........
. ... .... ...
. .... .....
A
.. . . ... ..... . . ....... ... ...
. .. .. ... . .. . .. . .. .. ... ... ... . . . .. .. .
4
7=
4-
.. . ... ... ..
j -=a
......... ..... .
SCALE'
. __ f I Lr % , , ' ". '. . �' L r , , , ',r L ' . ..... .... 7 777 .
... ........ _77,* �l - - L � ... . .1. 1 1
7
.. ....... . . ... .......... .
444 q
: � j .. ........ __
.. . . ......
jjjjj&jjjjjjj
. ....... . ..... .. .. ........
. . . . . . . . . . .
0+00 0+50 1+00 1+50 2+00
STORM DIMIN TABLE CURB TABLE
LINE DEL TA LENGTH BEAPING RADIUS PEMAPKS LINE DEL TA LENGTH BEAPING RADIUS REMARKS NOM:
77 _99 S34 `09 51'W 18" RCP D-1350 134.81 N16"15'25'E TYPE "G-4" POLLED CURB & GUTTER CONTMCrOR rO VERIFY
-W- _Cr HORIZONrAL
to of to of ANO VER77CAL OF ALL EX/5IM6 U77LI77EO Ar 1*HE
R� 1.96 1 S34 009 '5 1 'W 37 023 59 to 214.46 N34 057 '24 "E 32B .55 CROOSINO3 K4rH FROPOOE0 161 Rcp OrORM
73 15 *29 '56 54 . 10 N41 054 '49 "E 200.00' ORAIN PIPE PRIOR TO 60FIRWERIN07 MVERIALSe
r UTHOLE INFORMAT70N'rO 13E PROW-DE-D rO
S49
7 -9B 039 '4 7 tow to OF WORK rO CONFIRM %5rORM 01"IN
14 ENOINEER
KILL NOr CONFLICT MT*H EX15ITNO UT7LI77EO
EXISTING PA VED WIDTH
OF LONE JACK R
-A
_j
__A
Q
` 5
S 4.
s
-A
s APPROXIMATE LOCA
cl
N
J
rlD
(0 co STA +36.2,3 PAVEMENT.
,HEA L
-opesto
'N,
A, TOP WA L L- 719,,0, APPROXIMATE LOCATION OF EXIS TING
SEWER MAIN. TOP
R
OUT=7 7
IEr
ELEV-
v- -4
,/ (b %
_
4
woodw STA: 1+82.55
Q
PpOPOSEu I B Ill t1l 1:
e7 R
I P. N� D
A I
'STORM �pr
A p r
on
FL IN=84 . 75
C . 1 tD
% 4%
do
k,
-NS- TA L �L- _e
PP6 Y WeNCPETE
POSED
B77 1 W I TH I L, ONG PEP DWG. NO. 9289-G
PER ,SDPSD -3
c SAWCUT d�4 to POLLEMCUPB
If JPPOPO.S6
@)
ND GUTTER - c
o MATCH ED GLV 9PENTNGS,,, AT �
P
OF EXISTING ROAD
J\
tT8�CHANNEL
INSTALL CONCR R
Z _
2B9-G
0
+
X , "PRO SED UB
7u P
A�
CLEANOUT
Z
A
77�� ?P00SED CONCRETE
N,7 �KN
R ATOP 1.
79�86
TR
IN -T C A TC H BASIN OPENINGS
- 1, 5
T k. 1 + SEE M `- NO 9289-G
EP Y
'0
7 s All .
PP6
APPROXIMATE LOCATI
BOUNDARY
4" GAS MAIN. 2.5' NR
MATCH F I
NoText