6646 E ET DRAINAGE IMPROVEMENTS W ORK TO BE DONE
P H O E B E ST R WROVMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANSITHE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
STREETS AONSSAANDAROS ALL PER V ISI NS FOR OF SUBDIVISION
S.D.C. = SAN DIEGO COUNTY
PREPARED FOR: S.D.w.D. = SAN DIEGUITO WATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
GENERAL NOTES CITY OF ENCINITAS S.D.R.S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS
'' T ACCORDANCE MMMTN THE CI OPEN ALL STANDARDS AND NO ITEM & STD. DWG. SYMBOL
BY THE CITY ENGINEER.
20 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 1. 18" RCP (STORM DRAIN)
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PREPARED BY.
BOUNDARY.
3. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY RICK ENGINEERING COMPANY 2• TYPE B INLETS
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION
3. TRENCH RESURFACIN
OF BERM. CURB. CROSS GUTTER AND PAVING.
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 4. ROOT BARRIER SEE DETAIL
ON THIS SHEET
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY
MAP PLOTTING FROM THE CITY OF ENCINITAS DEPARTMENT OF PUBLIC
WORKS AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR
KNOWLEDGE, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE REMOVE AND REPLACE
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN EXIST CURB /BERM
HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE AND PAVEMENT
PLANS.
5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO
BE DONE SHALL BE CONFINED BY FIELD MEASUREMENTS PRIOR TO
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY — V�
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES CONSTRUCT NEW CURB /BERM
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS EXIST TREE AND PAVEMENT AS SHOWN
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF . EXISTING PLAN ON PLANS
FACILITIES. -�-��
6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & V!f?rV / AC
ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY
REPRESENTATIVES. / \ � • � /
TELEPHONE: 1- (800) 422 -4133 DIG ALERT -EXIST AB
LA COSTA AVENUE
B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC BELL TELEPHONE /
"4EEPROOT "UNIVERSAL
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND
2
SHALL COORDINATE WITH COMPANY REPRESENTATIVES. BARRIER TO INST (CUT TELEPHONE (619) 546-3606
ROOTS
N BARRIER R PER MANN UFA MA T CTUURR
ER'S
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT Z RECOMMENDATIONS)
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL PROJECT SITE
COORDINATE WITH COMPANY REPRESENTATIVES.
TELEPHONE (760) 633 -2709 o ROOT BARRIER DETAIL SECTION A A
D. THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY A
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL m NOT TO SCALE
COORDINATE WITH COMPANY REPRESENTATIVES.
TELEPHONE (760) 806-9809, EXT. 2257
E. THE CONTRACTOR SHALL NOTIFY SOUTHERN CALIFORNIA GAS COMPANY PHOEBE STREET
AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF ANY CONSTRUCTION CONTRACTOR'S RESPONSIBILITIES
ARRANGEMENT FOR SOMEONE TO STAND -BY AND OBSERVE THE WORK NEAR GLAUCUS STREET
EXISTING SOUTHERN CALIFORNIA GAS COMPANY FACILITIES SHALL BE MADE
BY THE CONTRACTOR BY CALLING SOUTHERN CALIFORNIA GAS COMPANY AT DIANA STREET
LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY 1. THE CONTRACTOR SHALL ENFORCE
A SAFETY MEASURES, THE
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS
CONSTRUCTION. APPROVED BY THE CITY ENGINEER. INCLUDING SHORING AND SHALL BE
TELEPHONE (714) 349-5504 LEUCADIA BOULEVARD SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.STATE. AND
F. THE CONTRACTOR SHALL NOTIFY MCIWORLDCOM PRIOR TO STARTING a L' FEDERAL SAFETY AND HEALTH STANDARDS,LAWS
AND REGULATIONS.
ANY WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH o 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR
COMPANY REPRESENTATIVES. PACIFIC 1 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION INCLUDING
TELEPHONE (714) 783 -1175 SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENY SHALL APPLY
OCEAN CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
G. PRIOR TO START OF ANY WORK THE CONTRACTOR SHALL NOTIFY NORTH
COUNTY TRANSIT DISTRICT AND SHALL COORDINATE WITH COMPANY 3. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY MONUMENTATION
REPRESENTATIVES. AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY
TELEPHONE (760) 966 -6504, CHIP WILLET, NCTD REP. ENCINITAS BOULEVARD CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED
AND REPLACED WITH
REP. APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A
7. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND REGISTERED CIVIL F REC AUTHOR TO
PRACTICE LAND SURVEYING.
OR
IMPROVEMENTS REMAINING IN PLACE UNLESS NOTED ON PLANS. NO LANDSCAPING OR FILED A CORNER RECORD OR RECORD OF SUR THE
LICENSED LAND SURVEYOR OR REGISTERED C CIVIL VEY. AS APPROPRIA BE
IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. AS REQUIRED BY THE LAND SURVEYOR'S ACT.
S. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT 4. THE LOCATION OF EXISTING BUILDINGS
AS SHOWN ON THESE PLAN
ALL TIMES. ARE APPROXIMATE.
S. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY 5. THE CONTRACTOR IS RESPONSIBLE
TO POTHOLE AND LOCATE ALL
DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE EXISTING SUB- SURFACE UTILITIES, PRIOR TO THE
START OF DEMOLITION
PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE
REMOVAL OR.
RIGHT- OF-WAY DESIGNATED TO BE PROTECTED IN PLACE THAT ARE DAMAGED RELOCATION, SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY
BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE AGENCY, PRIOR TO BEGINNING OF CONSTRUCTION. IF
DIALING POTHOLING
CONTRACTOR AT NO COST TO THE CITY. OPERATIONS, THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN
10. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY THE NEW STORM DRAIN AND AN UNDERGROUND TRA
UTIL ITY, THE CONTRACTOR
ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL
ALLOW
AMPLE TIME FOR THE CITY TO MAKE REVISIONS IN THE DESIGN TO AVOID
VICINITY MAP
11. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION), THE CONFLICTS PRIOR TO THE START OF STORM
DRAIN INSTALLATION.
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 6. THE CONTRACTOR SHALL REOUEST MARKOUT OF EXISTING
UNDERGROUND
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION
CENTER FOR
DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL NOT TO SCALE AN INQUIRY IDENTIFICATION NUMBER, AT
LEAST THREE (3) DAYS PRIOR
STANDARD DRAWINGS (MARCH 1997 EDITION). TO START OF ANY CONSTRUCTION.
UNDERGROUND SERVICE ALERT (U.S.A.) 1- 800 -422 -4133
ABBREVIATIONS
I HEREBY CERTIFY THAT I AM THE ENGINEER OF WORK FOR THIS f ESS/ BC BEGIN CURVE
Q�� BVC BEGIN VERTICAL CURVE
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER �p�
THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE G _
BUSINESS AND PROFESSIONS CODE. � 'p �r EC ENOTCURVE
; S� fi+, FL FLOWLIrE (C CURVE
(UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND No.33O3T Q LT LF LINEAL FEET
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFIED TO A ♦ EXp s/3o/06
REVIEW ONLY AND DOES NOT RELIEVE ME. AS ENGINEER OF WORK, % 0 6 CIVIL PCC PORTLAND CEMENT CONCRETE
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
OF C Al YE TC T OF CURB
PVI VERTICAL POINT OF INTERSECTION
JOH E A
pENS10N8 AppROYM DA NCes DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
N0.
f IoNOIwAIra oc - 0140 PLANS PREPARED UNDER SUPERVISION OF RECOMM UlIIOY
EN APPROVED Pusw IMP"w4sa NT PIJw Pale
otswo1011c DISK IN CONCRETE ABUTTMENT HOPU NTAL l ENCINITAS DRAINAGE IMPROVEMENTS
STAMPED OC 140 1968 �•�� ..
IAoAmh 200' EAST OF INTERSECTION OF RAL No. � -- ' °" PHOEBE STREET / HIGHWAY 101
y3 Q1r
HWY 101 & ENCINITAS BLVD, ON NE %IRIMAL T om IODA7<i ND. _ Pi1iR OORA NIOILi; NO. IIl17I
CORNER OF RR BRIDGE A23 -283 EIIOIIQR ENP. ��� DAM � DAID WON( PRO= NC. *U I I OF 4
R"AlM 77.489' DAUM(t ID COUNTY
.-7
O
—1 • • • • a • s • tlfr rlflllf
M tl
2
100 so 0 100 200 300
GRAPHIC SCALE 1'= 100'
REHSiaNS APPROYM DAIE W DtEMM DAZE BENCHMARK SCALE my APPROVALS CITY OF E N C I N I TA S ENGINEERING
DEPARTMENT DRAWING NO.
NNINNAR a OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED Pumm 1104 b mw PLANS MR!
DnWVP 101k DISK IN CONCRETE ABUTTMENT HO NTK 1
STAMPED OC 140 1968 CAM ENCINITAS DRAINAGE IMPROVEMENTS _
LWAT k 200' EAST OF INTERSECTION OF
HWY 101 It ENCMNTAS BLVD, ON NE •
MAIM 7 7.489' oORNER OF FIR �� `i°r" � -� � � LOW �����s PEW � 70 PHOEBE STREET HIGHWAY 1 Q 1
wow PROM' ft WIT 9 of 4
NOTES TOP OF CURB IS 0.09' LOWER
THAN CENTERLINE ELEVATION
UNLESS OTHE WISE SHOWN.
S
J R
55 55 - r 55
10' TTER � v TR R SITION
r- 10' GUTTER + TR TION 10' GUTTER TRANSITION
TRAN 51.0
u
L 1.1 L L
2.5' 2.5'
FE 50.48 FL 50.45 K"Nal L
2.5 '
5' 5 ' ,� O
at Wa
' 2.5 F ,
+ • + ti + >� to, + 00 EXISTING ',� " F " h +
v
u F a
In H w
't + „ H CURB
I + ti ti
V! l N u N V! +
4! 43 —„
297.78' 18" RCP • 0.28X
251.77 - 118m RCP • 0.29�G
264.82' - 18" RCP • 0.231
d
251.51' 18" RCP • 0.28;C
f u w
0 t-
J
PROFILE STORM DRAT
SCALE: HO IZ. 1 " =40'. VERT.
10 11 12 13 14 15 16 17 18 16 19 20
STORM DRAIN DATA
N0. DELTA OR BRIG RADIUS LENGTH REMARKS
1 ea 34 27" 91.00' 54.97' 18" RCP - - -- _— — -- - _ ....... _�___._.,.� ____.__ _ _ _�__ _
_�__ _ _.. ._ _� .. ..-_...._._.__
2 N15 ' O7" W 157. 58' 1 8" RCP
3 A= 32'54'43" 91.00' 52.27' 18" RCP __. «.., i ._ _ __ ,.._. _._. ... ... ....- _.._.......
m.._ ..._._ _.........
4 e = 21' 19' 20" 91.00' 33.86' 1 S" RCP atlET aM• <' ` n"< n. , ,.. "etl • *
r.0 ,es/
9M < .,. virt •*yrr aLTA ,4r.:/ < 41
,"K atlLT' r aw,r rtN •wA atl.0 rMtl .tM17 • r..• ,rrF a'X/ atl'1.1 rtzr ,er0 �•ir77A
N i 5 17 w 1x3.73' 18" RCP __... «_« _...... , __ _ .._ _.__.r __ _ �_- ......_ «..,. , _.._ ...... « «, «._ ,« _ _ _.,....._ _.._
_... m: �' � - ----- . _ ........ �__m m_ . m_ _ . m.., ..w _ . _ _. _... � _m. -- --,._. _ . _ .. __., _, r ,' _m_ _ _...... _ _ _ .
._ m_.. •>s. ...m ......_ « /.._ _ tl., ^ _ ._..,..-.........
.ftt _ __.. _- _
_ m.. ___ ___ _ .,_... _ . ___. ,.. _ _ «., _m . _ m........ _._ «........._........._.. _ r . _ T_..............._. _...,.._..m...m_.
m.....« . _ #- . } _ ...,_ ^ . y —y �^ ^ m }
_._...._. ..,....«:..._..._ .. «.. ..,m.. ..__m ... ._ ..,. .._._...........». . R m. ....... Itl�• -
wYY. atlk*._.__.. .._.._.» ..-. ........1......... .._. ....._ ...... ._ _ -7 ...........{ ....... .I....1. m- 1^... -m --^� m..- ,..
, ....--- •mF'•
s
A= 211 . 21 ' 24" 91.00' 33.92' 18" RCP _E " m._J_ _ C- '' ..........f...� _. __.... w -�i. � _ _
i t"�.. .. _._` 7 . _......._ «.._._. ........,.. _
Y L ...._ « .................__ . _ . _..._m.... _.. _ ....__. �_
" 3 92' 18" RCP _ _` . ..__.._ _ .- .•...- _... m _ _.. _._.....
T ew 21 21 19 91.00 3 _. __.... 117 _ ,.. .... ., , �-_ ,a...« -- - - ......: L. : ._.._ . . _ . .._......m:..... _::_
-...._.._ ..........__. _ _ mM._ __.. ._ ...._ `_.� .. .__.* _ .. ..... . _ _ _ . .. _ _.... _ _ _.m....... ...
�......,".`� / ......
'^- ^.^••_«.,....... - ^ ^M.,.. - " - .«+.....-. �...... __- •r._.... «•• .•"_.......�`9.- _ «••- •....,,.._..,,,,.,....,_,.. .,....... +.."..�
.'.". » «.,,,. •M.. yMN <Q.l .,_.. ...... ,-...,. ,..,,...--- ._.rx....••.�.....r= �_.�w....x. .. '-•• ....
8 N15 32 "W 217 65' 18 RCP _. _r- -..
. .�
9 N ..... ti� \._,— ....rJ" �,•/+w'A4/��G4'•,w,�Y �.'.,.,'._` ""`w..a""..w\ rrn '� . tl'/Y�•.. �...._.•... ».....,. a �•.... w.. .�..,......w....«......
..,..... ..... �� , ', e Yw.Yw�" . ' ^+w�.�r .��..+• r'Il6 <i4. � ,.,,. ,� .a«•« .w� «... w"ww•?5...,.....««."'..« ««.,
' 18" RCP ...,.".. «....m.- w » «.......... ._.._._r. ...«,... .�.,,� •w "ww.r•rw.wr w. 'ti..w a.m«•Y'Y.r•.tlY....�"..'
rr �.' �'^•.rWfr'_�+' r.. wv +•w".w� ..+,w y « y 7
(--••^ « r�, 3 ,.'36'w...�.w." "'_......_.�..«/ <'{U. _ r•wur.«,..r.. . _. Y.Yw,..... � «.,ti »
._.._..r * ..
15.02' 32 W 263.87
,40 'rrrK' "w".'w r.< T?'.."'L.vw.�•wr'.'..o.•C"i :tua {,.P r f ., ti. __,........,...... •+u" e
.rv-
r
.< v 4 h.
4, ( 1 MT
1 YMA •Y Y
s 1 RCP .aMw• -•^'~ r•' r+ r
1 0 33.91 8 . -- -- 1
10 a 21 21 04 9 .0
.1 « «�'. \� «tll'r tltl •Ir9,l./ullntle ., .. ..... ......., ............ . ».................. ?'!u
... t.}., a l3V(r,.,.....,. «._.�',..._...._ <ax ...._w�a;"�. .... .....
,w.�...ri•••.:.••<•w«_......... «...,._......... «.....a•... ,....... �. y ....nP_..«........._. «... «... � �...aC_.a✓'I r, .... �,�<N� .��
.. `� _.._.
e ALL JOINTS ARE TO BE WATER -TIGHT " = = s, .: m. ........ ::X _ 'a+�< ' .�err'a _.
.__. _.. ,.
w'
NOTEA �_. _m.m _ _.......w..m..__....m. _..
._. ......- .,.r.r»... -_.. .m,......._..,._...n� _ . r...... ���' m_... ......................................._..__............ ..........c"�.
.._.m..__.,.._._._._ ....., c
�.. r � r
f r + «M W �r,r y � 1 _
rY.T ,,..._.. 4NMMMw<N`...«m. .We......... .,...H ,w}......... /1M ".� .w4...._ _...._. , .......... f •- .-.Il r.,.,✓ �•.« .._._
ywlt._..... .«_. 15P 4..� . aMA_._ ._. - Lam..«..., ....,,... AV4......wAy1- rYi'>♦. ..r...« .Ml.....- ...___. m...... .�..,.« ,.M..«......
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............ . «....m
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_.._ .................... .......... «.._,.,.,.....__._.._ .... 101 _...�
lei ^'_- ""�C --�^- w.• ._...,... »,,,..
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nn^^ Ii
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,..__..»......._._..._. •. w_... wrrxn•. •rT.n•» +irr..vn:rm:rra::r,:•.r. .... .... ........._........ ...«.... "'
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...— ....,.•r ,y t
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.. _... ._.... ... _. _... _. _.. < _.._. ......... _ _ _ tl4T _ � __.._
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all
�,^r -r tt i tt ` O
\ � ' \ U �� y _.,�„ ,tln i t I � , � � ! ..__ I � �_ .,.._.1 •� ._ � _�,�
m ~ 3�
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„.,.. «.= :.,^�,”' .1 sli - "JJ'Ma' An '
PUWP EXIST SUMP ANK w (!Sli f
S , Vi ,1• 4 J l r t t I :row x
r .'•'•' ~ Z
CORNER OF RR BRIDGE A23 -283 ,J .u• . ; •f.,r..w- ''°� e++w.� `ten,,,,.•••'« ,..,.., . ;lay 3 .www'r Q
,,,,..«.n_ i m ONE Tmu t ou
rY t » 8 Q' ,SR atlJe .ti V LY a'a'/1R ,nl eftf /- .14 <• ,ttl \ IUA+ ....,....,.«. Y , •pp....,.
«..,..m.� „...._.n' I ......._.m.� ! i
j� j
f 1 .. .. � \� I at1Y L.i
( t y 1 rr w �.. ..._..__......r No N C . __ J i _ r ✓' �rl� an ue ale ,
r x/A r �.._ �. y.. z+ Y + ” ' r^ . Y +✓. alt I I
,: �. �. v ,/i • _...__ a r __71J —. _ _ 1....
R .'y�,...: . , I i + � i....
art �� L.. ._. ' I w 1
<uy / < atll• „r'r tla! r - ..._ IO • _ '� -- ... .m , J- _.._.,. _» , tlp,W.
a 1 4 1 1
rnrw..an -�-- -• + J S ..._...,..... ... ._.......... t+ �
......._..�r` .., I i
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LD
,pF.««• T +
. c
1i7 ` + �t
.. .... .•n,«.n:r.%.•a~•^^n.. <Y,rX, .r ..•' + I TJ.4 Wpr,t Yv ^rL r v4}G
wT "
S , �."� .�ww. n ..... �..._ �..._._... ...u...nn.._....m_..._._. -.. ... ...............:.... e.... un.......«« n._ n._-................_.._ ........n....mx.x."u.
..nn...m_. n......_.._............_..." n........««....«. w..... n..« u._ nn_,..._. u__.,. uu......_....«............"..........« ew........ m___....««... YNY.: AI :In:I:NtlHI1pWL�iL'Y—
(J _ ' '.rM, —• � �.r... n...�
�' ' IM.r•tl wx,ao w .Dole 1"Rt .......�.... .............._
, n anm •merr i
40 20 0 40 80 120
GRAPHIC SCALE 1= 40'
IONa NW49M DA RffEI NIM DATE BENCHMARK SCALE APPROVALS CITY OF E N C I N I TA S ENGINEERING DE PARTMENT
DRAWING NO.
• 8WOHMAIN OC -01 PLANS PREPARED UNDER SUPERVISION OF RECOMM ED APPROVED � +r FLAW 1e01R
DIl01l11ft DISK IN CONCRETE ABUTTMENT ENCINITAS DRAINAGE IMPROVEMENTS
ST •
NONMTAL °"
1 �0' ,f/ _�I
AMPED O IN ,9S8 � --- PHOEBE STREET /HIGHWAY 101
LADA710fk 200' EAST OF INTERSECTION OF
H w,r 101 k ENCNIITAS BLVD, ON NE B 1•� Et1oxl�e R.CE. Na_...._ Ia M �1 pmt aoTA —naps; No. W76 r
E1;�VA110Nt 77.489 DATI Mt ID 0=7Y DAM WOnK l�IW R1Cf N0. FIEET,3 Of
NOTES TOP OF CURB IS 0.09' LOWER
THAN CENTERL INE ELEVATION
UNLESS OTHEF WISE SHOWN.
,0
Ln
N
Ln
i
� 10 G TTER
i6l au TRANSITION ~ TRA TION
TC 52.49
FL 51.99 FL 5
TC 52.
L 1.
LL •
O o a
Z <
O a
I— } F
Z
I— " S.O. • 02TA 18" S.D. • 0.29%
Z
O
U
An firo
O
LL
PROFILE:ST DRM DRAIN
SCALE: HORIZ. 1 VERT. 1" =4'
15 16 17 18 19 20 21
STORM DRAIN DATA
Na DELTA OR &% RADKIS LENGTH REMARKS
1 N15 "W 239.00'
2 N15'03'1 7"W 279.06'
3 N5' 03'1 7"W 34.47'
S —�
Vf
1sf K 117 1i 19 20 20 21
' h I
G G G G G G G
1 mf 2 w �� ----- G
r 3
S S S S
I
# 3
C7
N
2
4
40 20 0 40 80 120
GRAPHC SCALE I 40'
NEWS" APPRqVW DAIE w 9wm DATE BENCHMARK SCALE Ill APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT
DRAWING NO.
o DISK II CONCRETE A . � ENCINITAS DRAINAGE IMPROVEMENTS
PLANS PREPARED UNDER SUPERVISION OF RECOMME APPROVED Now +T PL" Fm
STAMPED OC 140 1988 NORMAL 1 � _
LOOAUM 200' EAST OF INTERSECTION OF °'� .,,: y3 ar
HWY 101 k ENCI ITAS BLVD ON NE ,,.t RAL NO. 90DA ;
LEW PHOEBE STREET / HIGHWAY 101
CORNER OF RR BRIDGE A23 -283 Minim
..:S 'EIQ OOTA -R id ROf N0. 0117r
MAW* 77.489' DA7IRAI ND OOUNTY �• �� VAS' � DAM WORK PRO= N0.
�MW OF