224 EUCADIA DRAINAGE & SF-. FIDRCE MAIN
WORK TO BE DONE
CMD95A & CEE97A 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.C. SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER DISTRICT
RM DRA
OW 1 STO IN SYSI • S.D.P. = SAN DIEGO PRECAST
S.O.R.S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS
NO. ITEM & STD. DWG. SYMBOL QTY
1. PROPERTY LINES & RIGHT OF WAY
2. FLOW DIRECTION IN EXISTING SWALE _ -
• RCP BLOCK 0 AS S 'ET TO PONTO BEACH 3. UNLINED EARTH TRAP. CHANNEL
(SEE SECTION B -B. VARIOUS SHEETS)
GENERAL NOTES 4 U SECTIONHCTCAUSES HEFTS)
WING ~
T B TRE • BLVD R . R . AVE 5. WING TYPE HEADWALL L (SDRSD D -34)
6. TYPE A -4 CLEANOUT (SDRSD D -9)
W/ M.H. LOCK PER M -4 TYP.
7. STORM DRAIN CLEANOUT / SEWER ACCESS BOX UMON STREET TO ORPHEUS AVENUE
1 THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE • PER DETAIL SHEET 2. M.H. LOCK PER M -4
TYP 12" PVC
WITH CITY OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY B. 12" PVC ( SDR -26)
ENGINEER. _ _
2 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 1 18" RCP _ —
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE f • 10. 24" RCP/ HOBAS OR POLYCRETE 24" RCP
PROJECT BOUNDARY. 11. TYPE G INLET (SDRSD D -B)
3 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY • W /BMPCB SERIES CATCH BASIN
FILTER (DC SERIES, MODEL L.E.)
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
12. TRENCH RESURFACING
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
AD rlFJE (PER DETAIL SHEET 2)
4 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 'ET NORIM SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP •
13 W TYPE "B" INLET /BMPCB SERIES CATTCH Li
PLOTTING FROM THE CITY OF ENCINITAS DEPARTMENT OF PUBLIC WORKS FILTER (DC SERIES. MODEL L.E.)
AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR
KNOWLEDGE, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE W
14. LIMITS OF GRADING —
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES 15. 14" PVC ( C -905) SEWER LINE & DATA LABEL L23
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
SHOWN ON THESE PLANS. 16. JACKING AND BORING OR RECEIVING PIT
5 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 17. INSTALL SEWER ACCESS FITTINGS: I�STALL SEW.
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 14" MJ (EPDXY) X 14" FL X 14" MJ (EPDXY)
TEE
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE • (2) 14" UNIFLANGE RESTRAINED JOINTS ACCESS
FITTI S
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
2 WATERPROOF LINK -SEAL
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT FOR (2) FLANGE SUPPORTS
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
ACTUAL LOCATION OF EXISTING FACILITIES. 18. TYPE "I" INLET (SDRSD D -29)
W /BMPCB SERIES CATCH BASIN
6 A THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC FILTER (DC SERIES, MODEL L.E.)
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES CITY OF NC TAS
AND SHALL COORDINATE HIS WORK WITH COMPANY 19. 14" PVC SEWER FORCE MAIN 14" PVC W. F.M.
REPRESENTATIVES.
TELEPHONE: 1 -(800) 422 -4133 DIG ALERT
8 THE CONTRACTOR SHALL NOTIF TH E PACI BELL TELEPHONE
COMPANY PRIOR TO AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES
ST AR T ING N EAR
N ITIES CONTRACTOR'S RESPONSIBILITIES
TELEPHONE: (619) 546 -3606 BY ,
C THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY
MEASURES, THE CONTRACTOR
PRIOR TO STARTING WORT( NEAR COMPANY FACILITIES AND SHALL SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS
APPROVED BY
COORDINATE WITH COMPANY REPRESENTATIVES. THE CITY ENGINEER, INCLUDING SHORING AND SHALL BE SOLELY
TELEPHONE: (760) 633 -2709 • • RING INC RESPONSI CONF TO ALL LOCAL, S TATE, AND FEDERAL SAFETY
D THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
INCLUDING
COORDINATE WITH COMPANY REPRESENTATIVES. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
TELEPHONE: (760) 806 -9609, ext. 2257 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
E THE CONTRATOR SHALL NOTIFY SOUTHERN CALIFORNIA GAS COMPANY AT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY MONUMENTATION
LEAST TWO (2) WORKING DAYS PRIOR TO START OF ANY CONNSTRUCTION. AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR
DESTROYED BY
ARRANGEMENT FOR SOMEONE TO STAND -BY AND OBSERVE THE WORK CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND
REPLACED WITH
NEAR EXISTING SOUTHERN CALIFORNIA GAS COMPANY FACILITIES SHALL APPROPRIATE MONUMENTATION BY A LICENCED LAND SURVEYOR
OR A
BE MADE BY THE CONTRACTOR BY CALLING SOUTHERN CALIFORNIA GAS REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE
LAND SURVEYING.
COMPANY AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE
ANY CONSTRUCTION. TELEPHONE: (714) 349 -5504 FILED BY THE LICENCED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER,
F THE CONTRATOR SHALL NOTIFY MCI WORLDCOM PRIOR TO STARTING BATIQUITOS AS REQUIRED BY THE LAND SURVEYOR S
ACT.
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH LAGOON 4. THE LOCATION OF EXISTING BUILDINGS AS SHOWN
ON THESE PLANS ARE
COMPANY REPRESENTATIVES. TELEPHONE: (714) 783 -1175 CAR-SBAD APPROXIMATE.
G PRIOR TO START OF ANY WORK THE CONTRACTOR SHALL NOTIFY ENCINITAS 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE
AND LOCATE ALL EXISTING
NORTH COUNTY TRANSIT DISTRICT AND SHALL COORDINATE WITH SUB- SURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION
OR
COMPANY REPRESENTATIVES. TELEPHONE (760) 966 -6504, CHIP WILLET LA COSTA AVENUE CONSTRUCTION. ANY EXISTING
UTILITIES THAT REQUIRE REMOVAL OR
NCTO REP. RELOCATION, SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
AGENCY, PRIOR TO BEGINNING OF CONSTRUCTION. IF DURING POTHOLING
7 THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND OPERATIONS, THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT
BETWEEN
IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR THE NEW STORM DRAIN AND AN UNDERGROUND UTILITY, THE
CONTRACTOR
IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL
ALLOW AMPLE
APPROVAL OF THE CITY. JOB SITE Z TIME FOR THE CITY TO MAKE REVISIONS IN THE DESIGN TO AVOID THE
8 THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS JOB SITE 1 CONFLICTS PRIOR TO THE START OF STORM DRAIN
INSTALLATION.
0
AT ALL TIMES. rn 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND
9 ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION
CENTER FOR AN
TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY PACIFIC LEUCADIA INQUIRY INDENTIFICATION NUMBER,
AT LEAST THREE (3) DAYS PRIOR TO
OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE RUBLIC RIGHT OF OCEAN BOULEVARD START OF ANY CONSTRUCTION.
WAY DESIGNATED TO BE PROTECTED IN PLACE THAT ARE DAMAGED BY
THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE UNDERGROUND SERVICE ALERT (U.S.A.) 1- 800 - 422
-4133
CONTRACTOR AT NO COST TO THE CITY.
10 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY
ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. ATHENA I HEREBY GEPTIFY THAT I AM THE ENGINEER OF WORK FOR THIS Q
RpFESSIO r �,
11 STREET yam► JOB SITE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER � A.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION).
�. THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE Q r1 q F
BUSINESS AND PROFESSIONS CODE
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 9 ENCINITAS . y 11.4 3Q so��
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE '� BOULEVARD ' ABBREMTIONS
SAN DIEGO REGIONAL STANDARDS COMMITTEE). AND THE SAN DIEGO ✓ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND w m
NO 29577 m
REGIONAL STANDARD DRAWINGS (MARCH 1997 EDITION). ,� SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFIDED TO A ct Exp. . 03/31/03
BC BEGIN CURVE
REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WOF#<, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN. �'l T"r BVC BEGIN VERTICAL CURVE
C/L CENTERLINE
CIVIL EC END CURVE
OF CALIF EVC END VERTICAL CURVE
m" WAYNE P 0, RCE 29577 DATE F/L FLOWLINE
LF LINEAL FEET
NOT TO SCALE
LT LEFT
PCC PORTLAND CEMENT CONCRETE
RT RIGHT
TC TOP OF CURB
PVI VERTICAL POINT OF INTERSECTION Mal
cu S
REVISIONS APPROVED DATE REFERENCES DATE $ SCALE D ESIGN E D BY DRAWN F BY CHECKED BY APPR CITY OF F 4CINITAS
ENG G DEPAR DRAWING NO. fl
COUNTY OF SAN DIEGO BM 000140: 200'
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN APP VED IMPROVEMENT PLAN FOR: o �
EAST OF INTERSECTION OF WY 101 & ENCINITAS HORIZONTAL N/A o� BY: � BY:
BLVD, ON NE CORNER OF RR BRIDGE A23 -2B3 DATE 013 -DI � z'
OVER ENCINITAS BLVD. STANDARD DISK IN �� L OY BODAS ALAN D. ARCHIBALD LEUCADIA DRAINAGE PROJECT
CONCRETE ABUTTMENT STAMPED OC 140 1968 R.C.E. NO . 29577 RCE 2312 RCE 21869
VERTICAL N/A WA NE PASCO 3 -31 -03 � �/
EL- 77.489 EXP DATE: DATE: SA WORK PROJECT NO. CMD95A & CEE97A [ SHEET 1 OF 27
PE 815
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JASPER
STREET
GRAPHIC SCALE 1" -200'
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LEUC.ADT A
N� BOLLEVARD
0 200 400 600
2� � ST. 2
� A G -
STREET NG
STREET
D 2 f DAPHNE STREET
s rREET � � • ,,- F
STREET
D� Y.
J` n APITER S aE
LA COSTA AVEM
STREET ,r NlAfIVf 6AOKFILL
16 JASON
�/ ,� ., ��� GRAND VIEW STREET I 0.42 ' Q�FSET
G� '�. }�►�� STREET '� p
A VOf.ADO STREET
PHOE BE' -' ��1. -
C 14' 'j% EDGE OF TF;EM }i
PVC (C -905) 1
STF+EET - SEDER MAIN
�► aAUaS %
. op STREET J �' JUPITER STREET END !4" SETTER OVER OF PIPE /
STREET
VA' DIANiA 14" PVC (C -905)
A TtENA 5 STREET 9
,�{ EDGE OF 17EM�T f SEWR AYIIN
STREET 1 N4 TI BACKFILL
=- NE R � SIN COMER -D E 24"
STREET 5 A� (1 o-a
• - DPAIN
. - STREET PF�BE STREET MIN.
S TOW
(TYP.) \
ROM
. '' • • 150 LB THREADED IT
L V ANCHOR BOLT OR 0
COMPANION 24 ' R DR AIN
�� SELF - DRILLING CONC. LANGE SUPPORT \ ' IE PER PROFILE
DIANA STREET ANCHOR WITH STUD A • • MATCH O.D. OF FLANGE
' 2 NUTS ANC WASHERS PIPE STANCHION LOCATE AT BOTH ENDS OF ALL "TEES"
EACH SIZE TO FIT FLANGE. SIZE AS REQUIRED TRENCH POSITION &BEDDING DETAIL
WELD AFTER
(TYP 4) PER MANUFACTUFAS COMBINED SEWER / STORM DRAIN
�w
ENGINEERING DATA. 3 ADJUSTING STANCHION NOT TO SCALE
HEIGHT
JASPER � � GROUT AFTER LEVEL IN'G I" MIN.
LEUMOTA BLVD. STREET - FINISHED FLOOR NON- 59-PIW
GROUT
YPE t STRUCTURAL
3" MIN. _ 4 ATTACHMENT SEE LEFT
N Y TYPE B." STRUCT. ATTACt�fIRIENT PIPE
6 * SUPPORT
�- NO SCALE NO SCALE 1 1/2" C(R-D PLANE S EXISTING AC PAVEMENT
V MAM-IOLE PER M-3 MAN TOLE PEA M-3 BEFORE O*RAY
1 i/2" AC OVERLAY
4" P T DRAIN LOCKING DEVICE PER M-4 LOCKING DEVICE PER M-4 (TYP.) (TYPE III C2 AR4000) TACK
COAT EXISTING afFACE
/ STET ��(� C/L RC S ORM (TYP BOTH SIDES (TYPICAL BOTH SIDES)
a~ STREET / gp►N M -3 MAN-L 24 " - - - - - �._
F CADW S 'TT/ WITH M -4 LOCK CTR SEW BOX ° ? 4" AC (TYPE III
AVEME = !6
(TYP.) = INSTALL PETR)MAl B- ARiI000J
b 3.5' LT CIL S.D. (TYP.) �i, �' OR EQUIVALENT
14" MJ (EPDXY) x 14" FL x 14" MJ (EPDXY)
b4SIL STREET Q n, a -- - _ - ` - - - - AGGFEDBASE
, _- _ _ _
INSTALL #ATERPP� LINK SEAL (2) - 14" U'VIFLANGE RESTRAINED JOINTS (TYP.) v 2. � 3' (g5X �'
_ 95% COWACTION
INSTALL WATERpRO(l� LINK SEAL TYP. C ur- is COWACTION) -'� - -
`
PER MANAFACTU4ER'S INSTRUCTIONS ► - .
(TYP.) 10.0' 2.5' PER MANLFACTLPER S INSTRUCTIONS (TYP.)
12" BOTH SIDE
CIL 14 " PVC C -905 PIPE - - —'
_ —_ — —'
_ —
-, - ►— Q ~ NEXT TO GUTTER hATIVE &IQ(FILL
ThEN TO LIP
` NL' - a ` a OF GUTTER
EQUATIO
- - - -� Q
EL PORTAL 20+73.73 LT S.D.= o ,�, a a ►n a a ti Q
WGIN 14 SEWER 48 +97.59 "50.0 ' PT cv CIL 24 " RCP STORhI DRAIN Q `�' �- °
- - ti a BEmING PER STANDARfT
►.,
- ti .. - - - - - v �� 3 /4 "_pfD R7( ,� / 06 - 12.1
CIL HWY 101 (SD - 28) SPECIFICATIQN 3
CL STA. 6 OFFSET EOUATIOIU� 1' AtIVE TOP OF PIPE /
u ° 18" RAP STORM DRAIN
U g ' 20 +73.73 CIL STORM=
48 +97.59 "52.5 ' PT — — — — — — — — — — — — — — — —
Q -'t' CIL HWY 101 (SO -2B) WATER TIGHT JOINTS 8- MIN 8" MIN
o �, FOR ALL STORM DRAIN 1 �' MAX 12" MAX
AGlAC,�fTA STREET a M - MAN PIPE
MH PER M -3, LOCKING +� Q WITH M -4 LOCK (TYP.) _ OD GET GOOD 4 314' L�SFED RXK
DEVICE PER M -4 g o " CTR S.D. BOX 24 ° ACp — — — — — - — -- — — ACTION IN THIS AREA
., 1.00' PT CIL S.D. (TYP) I CIL 24" RCP STORM DRAIN TRENCH DETAIL
iE FOR RESIDENTIAL STREETS
2208' SECTION C-C NO TO SCALE
NOT TO SCALE
_ _ DETAIL OR C 1 1/2" (TYPE III D7 AR4 COLD PLANE REMavE EXISTING Ac PAVEMENT
STORM DRAIN C.O. AND SEWER ACCESS STRUCTURE. f 1/2" AC OVER 0 E OVERLAY
(TYP.) - INDICATES DETAIL TYPICAL OF AL S.D. C.O. AND SEW. STRUCTURES. 0) TACK COAT 4T ExISTING SUR�ACF
OTHER INFO. PERTAINS TO STRUCTURE AT SA . 20 +73.73 ONLY BOTH SIDES � (TYPICAL BOTH SIDES)
�I - - - --
NOT TO SCALE
WATERTIGHT JOINTS FOR 8" AC (TYPE III 8- AR4000)
J
— — — 18" RAP ALL STORM "IN PIPE. INSTALL PETFAI�LAT ... ....... OR 7" (220 -C
-2500) CCMrC.
O27' .34' _ OR EQUIVALENT _ FOR ALLEYS.
_ 8" CR.&fD AGGREGATE
A -4 CLEANOUT
- -
. - TYPE TYPE A - G1EANgUT 3 l95X `- 16" (AU9,ED AGO. FOR ALLE
J CLOPACTION) ~ j ` �' - . 951 COWACTION
E N A A WATERTIGHT JOINTS FOR TM x T i i i l l
12' BOTH SIDES
S CTIO TIDEFLEX _ E CEP MIEN— — _ I — 1 = 1 El ALL STORM DRAIN PIPE.
NOT TO SCALE OLECK VALVE NEXT TO GUTTER _III =I I I=i ( E NATIVE _ _
0.83' BY FED VALVE CO. INC.
- FLOW TWN TO L IP _ - - -
24' MIN R/W R/W 31 v – a – OF GUTTER I
- –
314' Dtro •t ROCK
M I N ' M FLOW m 1 ABOVE TOP OF PIPE /
SR'ECI CA pV .f
15 IN 26 a – TIDEFLEX TM / / / / / 18" PDD STOW DRAIN
SAN DIEGO aCAN AVE HIGRINAY 101 SAN DIEGO STORM DRAIN PIPE FLOW ChECJ( VALVE
AwTft - w BY FED VALVE Co INC. i
RAILWAY \ — — — / R41LNAY 10 FESS /pN PROVIDE BOLT ON PR BOLT ON 8' MIN
INSTALL K-AAIL 6 TEMPORARY 6' CHAIN — — — —� �— — INSTALL K-RAIL 6 TEUPORi4RY 6' (MAIN �Q� N � A P4S' ��' � /`
PER E O CO VER Y2' w 38"
LIW CWTR .CTIAN FENCE. LINK Q0hGTRJCTICN FENCE, ti j► O G, CAWT GET GO(X!
REMOVE AFTER CCWETION OF PR)PM 24" REMOVE AFTER COWLETION D Z COWACTION IN THIS 3/4" (IiI�rED ROOK
STORM GRAIN INSTALLATION. STORM DRAIN �� ADD 24 "_ �� OF STOW DRAIN INSTALLATION. u N o. 29577 � AREA H
DETAIL
TYPICAL E TION: S �" IN ExP. 3/31/03 WATERTIGHT JOINTS FOA
C S C TYPICAL SECTION: * ALL STORM DRAIN PIPE. FOR HIGHWAY 101 CROSSINGS
11+16.38-20+73.73 20 +7373 95E 79.25 q � o crv». ` � p ���P PLAN: TIDEFLEX V ENCLOSURE PLAN: TIDEFLEX MULTIPLE VALVE ENCLOSURE
AND ALLEYS
NIT TO SCALE F CAS- NOT TO SCALE at W
WW t
Z
DESIGNED BY DRAWN BY 7cHECKED BY �"� "
REVISIONS APPROVED DATE REFERENCES DATE BEN SCALE MH PF WAP APPROVALS CITY OF ENCR*UTAS ENG �1G DEPARTMENT
DRAWING NO.
L ROY BODAS ALAN D. ARCHIBALD
COUNTY OF SAN DIEGO BM OCO 140 200 K E Y M A P F O R
PLANS PREPARED UNDER THE SUPERVISION OF RECOMME APP OVE o .
EAST OF INTERSECTION HWY 101 6 ENCINITAS 4' _ �j-- _
BLVD ON NE CORNER OF FIR BRIDGE A23 2B3 HORIZONTAL 1 "-4 0 0' DATE: 3 Q1 BY: BY: LEUCADIA DRAINAGE PROJECT
013—D I a l §g
OVER ENCDVAS BLVD. STANDARD DISK IN /I 1` a
- CONCRETE ABUTTMENT STAMPED OC 140 1968 R. C. E. NO. 29577 RCE 2 3 RCE 21869
VERTICAL N/A AYNE PASCO
EL-77.489 EXP. 3 -31 -03 DATE: 8 / O/ DATE: SHEET 2 OF 27
- - WORK PROJECT NO CMD95A � CEE97A
PE 615
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2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 5 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00
MARCHETA
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CUT TRAPEZOIDAL t
PITG�4L •9g
75 y �j � 71 MATCH EX. PV=
... , ,
71.01 FL
I�ULCN A 1/EN P T
:71.46 MATCH
2+100 z
pppl .
71.6 MATCH EX. PVWT. _
Y yr. ,..•... Y ... -. -... r - v .... . -..�_, . ....,. -.. .. ... -... .�... �„ - - _ . ^.r •v.-'v
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� t � �+� � � � �'r ,� � y� i ' � •: n - -�. 71 FL v- -:
EX. PVhNT � •`'� �,, -Y. ..
uj
�- HAnD VOW TO BE DOLE J
�7FTfFL Y vE AIFY agA INAGE ALOwG THIS � SAWCUT A ND REMOVE EXISTING PAVEhE•NT J � ORPHEUS
TO FACILITATE N
FLOW IN THIS RTEf ALIGNMENT. GRADING MAY hVT AND RECONSTRUCT NEW PAVING AND BASE p /�
BE WGUIFED (TYPICAL). PER CITY OF ENCINITAS STANDARDS. -' y V O AVENUE
BEGIN EARDLEN SWALE
AS NECESSARY TO PROVIDE
POSITIVE DRAINAGE NORTH
RR TRACKS AR QPpFESS /0N EXISTING GROUI'rOD VARIES VARIES A/W
O E A. p � K -RAIL W/ 6' VULCAN
RR TRACKS
Q� yN qs C.L . FENCE AVENUE
—__—,a — 3 '
GRAPHIC SCALE 1 " =40 ' PLAN 0 m FULL TIME INSPECTI � II —
u , No. 29577 m J , —�
EX. F/L d REQUIRED DURING 2:1 SLOPE 2.'1 SLOPE
Ram - - - TO REMAIN SCALE: HORIZ. 1 " =40' Exp.3/31/03 EARTHEN SWALE CONSTRUCTION OF
" =8' � * EARTHEN SWALE. TYPICAL SECTION B-8
o ao 80 12 VERT. 1
TYPICAL SECTION A A s� ���,� �,�P DETAIL: SWALE TRANSITION
NOT TO SCALE OF C pP NOT TO SCALE NOT TO SCALE
W n�
DESIGNED BY DRAWN BY CHECKED BY
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VERTICAL 1 " =8' WA NE PASCO EXP. 3 -31 -03 BBD/ DATE: ,D� WORK PROJECT NO CMD95A 6 CEE97A SHEET
3 OF 27
EL-77
1� - PE 815
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EL VERTICAL 1 "`8' WA NE PASCO EXP. 3 -31 -03 DATE: 8 ®�� DATE: 8,,q WORK PROJECT NO. CMD95A & CEE97A
ISHEET 4 OF 27
PE 815
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DESIGNED BY DRAwN BY i CHECKED BY
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REVISIONS APPROVED DATE REFERENCES DATE $ APPROVALS CrrY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 2
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OVER ENCINITAS BLVD. STANDARD DISK IN � G `' O '`' 0 R.C.E. N0. 29577 LRCEY223D2S ALAN R 2 14� PRESSURE
SEWER
CONCRETE ABUTTMENT STAMPED OC 140 1966 VERTICAL 1"
E� -77 489 AYNE PASCO EXP. 3 -31 -03 DATE: 8g DATE: WORK PROJECT NO CM095A & CEE97A [ SHEET
5 OF 27
PE 615
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