2007-641 I (Plans)NoText
NOTE.- TOP OF 0" CURB ELEVATION IS
LEFT, • CL ELEV. - 0.16
RIGHT- CL ELEV. +
0.16
r4 ---- - - - - - -- -- { i { I _ - - - ------ UNLESS OTHERWISE SHOWN. -
I
t ; i _.. -_ ._ -.. -T T� - _- " -""-._ '"� - , 4 L
t
T -T T� _T
__ -_ _ T SEWER MAN SEWER CLEANOUT
"Z MAX C350" TURF REINFORCEMENT, HOLE PER S-2 PER SDRSO S -3
or EQUAL, IF REQUIRED SEE NOTES
-50TW +
NATIVE GRASS or OTHER
6'+
CITY APPROVED
ff -4 BIO-FILTRATION MATERIAL + +
4 E.EV 74. 5 N OTES
Q)_ - -
A 4.60
ANCHOR MA TERAL FOR PIPES &
+ _404)__
10.Z7 FITTINGS SHALL BE GASKETED
(3 PER SQ. YD.) t
ASTM D3034, sDR35, PVC. 8
MAXIMUM PIPE SIZE ShALL
DRAINAGE DITCH
0 1.0% MIN. BE 8 INCHES.
8" x 8" x 8"
X s* CROSS
75 E pod k �0
" 2 FORCE i i � I _ � l LATERAL
FE-i E� �=1
ROCK- REINFORCE )UNO
LINE I �El '' I
_ F 11 - NGI GRI
R
OPTION OVE
Z MAX 350
GEOTEXTILE L � - I -' � ! i , i � -
LINING.
EX TEND TROUGH
Of
8 TO 2
OF PIPE 8 IN TO
I i ' _ � � d
REDUCER
BMP DRAINAGE TAIL _ __ _
' - ! -- - - --- - _ -- __ ___� MANHOLE 4
NO SCALE k fiT --
4 MIN
NOTES:
TO TOP OF MH
1. CONFIGURATION OF DITCH MAY BE SLIGHTLY MODIFIED TO FIT 65-
FIELD CONDIONS, WITH APPROVAL OF ENGINEER AND INSPECTOR.
MITTED IF iT IS DETERMINED THAT 4 MIN TO TOP
2. TURF REINFORCEMENT MAY BE 0 71
-GRADED" DITCH IS NOT EROSIVE.
' s � I - T I _ f __ __ ___ _ T_ -- I -__ _-- �___T_ �- - �- - -+--T T-- T- +--I -- -�--T
OF MH PCC
VELOCITY OF DRAINAGE IN AS
ENCASEMENT
PROFILE FOR PRIVATE ROAD
+
3. TO BE PRIVATELY MAINTAINED & NOT TO BE MODIFIED w/o CITY PERMIT.
-A
4
_4
(TYPICAL)
T
4
_ -- - _� - - - -- �_ - -� ,� �
& P UBLIC SEWER MAIN \\V
s - - 7 - -- -- -- -- -- - - V - -- 4 -- - - +
CALE HORIZONTAL 1 20'
t- I - -- - +-
__ T_ _ _ ! __ __� ___ _ 4-
T
VERTICAL 1 4
_.__ _ _ ____ _- _ _T -� __ - 1 .- t { _ ._. T ._ .
l t T i T T L
k -T� T- fi 41
t _ _ -� '_ -._. - r -- d
-t-- - - - T j 8 4 .1
90* ELBOW
1 a d
9+00 9+50 1,0+00 L ------ A- vA_ 4
7+50 8+00 8+50 t.,A I 1 1.
I I -- -- - .I �__ ., . 1 7 1 1 IRMA-A
WOW TO BE
-Cq CA TIONS.
8+20-00 5' RT 24 CURB aA TA MANHOLE ADAPTER PER SECTION 208-6 OF THE STANDARD SPECIF1
(D REMOVE /RELOCATE EXISTING GAS METER. AAmmu"a A,&
MH PER S-2 TIAW CAP
MODIFIED PER DETAk THIS S T.
21-23"
REMOVE EXISTING 2" WATER METER AND OBTAIN CREDITS S88*5257"E
RIM 17J. 30
FROM WATER DISTRICT (SIZE NEW METER W1 314 WM PER WS-01) IE 169.12 PAP, C 3r A
0U^L. 5 j �L N01`07`0jmE
INSTALL 1 " WATER SERVICE If " METERS PER WAS C-01 E SH T 17.00 � ,�- �---�-
WI CATHODIC PROTECTION PER WAS WC-17 (PARCEL J)
%. 1 4 +5. U68*5257"W
METERS
INSTALL 1" WATER SERVICE W PER WAS WS-01 Af 1 LE 16.67'
7+56.73
38
WITH CATHODIC PROTECTION PER WAS WC- 17 (PARCEL 2) NOW DWY 3 6 5RT N05'00'30 "E
INSTALL I" WATER SERVICE W METERS PER WAS WS-09 FL FL 140.62"
WITH CATHODOC PROTECTION PER WAS WC- 17 (PARCEL 1) 172.1 po-- mm� man am. e
N05'00'30 IE
FL
t It- *7 206.43'
T
0
INSTALL 4-INCH PRIVATE SEWER LATERALS PER SDCRSD SS-1- soda ..Wmamm"W" 4,OX
1.0z IP
ACT
APPROXIMATE LOCATION OF EXISTING DRY UTILITIES • EX 000
00
LOCATION TO BE FIELD VERIFIED BY CONTRACTOR. REMOVE AND In
RELOCATE IF NECESSARY. 1 . 2 % �L
FL -it WLK
CN _DVEW
UTILITY, AND -GB GO-
RESERVE NEW 27-FOOT± PRIVATE ROAD,
DRAINAGE EASEMENT FOR THE BENEFIT OF PARCELS 1, Z AND J.
t4O5*00'30*E 135.00 al
.'405'00` 37" 87A9
CONSTRUCT 16-FEET OF A. OR P.C.C. PAVEMENT 4 173.9 TIV STA 10+00 5' RT
PER DETAIL SHEET 1 2:1 173.9 BIN
2 4 RIM 176.46 1E 168.06
CONSTRUCT 6' -WIDE STORY WATER TREATMENT SWALE 1 1.73.0 15' WIDE PUBLIC SEWER 2 MH PER RSD S-2
71.0 BW 0
PER DETAIL THIS SHEET EASEMENT 4K
TIN
&6 MAW*DtmE
RECORDED DROP
FL i 172. 0 61W DOC. NO. r an,&
INSTALL 4-FOOT LANDSCAPE STRIP ALONG PROPERTY LINE ss
41
TC
6 PVC'
EA.cEAEW ND ti
-GB- 2'
]�- FL
FL FL
EXISTING 50' PUBLIC ROAD EASEMENT RECORDED
C 4"- 12 7f
7-21-23 IN BOOK 937 PAGE 487 OF DEEDS. -0--m-ft I
F
CENTERLINE EXIST 20" EASEMENT TO SOG&E 25$
C! T h
RECORDED 3-13-75 AS FILE NO. 75-071973, 0. R. 50'
12'X 12 C13
GRATE 169.0 C4 GRASS SWA
EASE MENT
EASEW!"Iff NO"MS
PROPOSED PRIVATE ROAD AND UTILITY E 166.0 IE PL
T AND FOR FIRE DISTRICT VEHICLES w va
A� CoRaWCE PRIVATE EASEMENT ROADS AND UTILITIES ARE TO BE WNTAINED IN
RESERVED FOR FIRE DISTRICT VEHICLES FOR TURNAROUND WITH PRIVATE RW A ND U'RLME'S MAINTENWE AGREEMENT
164.5 FP A-- - - T" 1 1 1
PER PM 16868 GRASSY SWALE 1 1 16' 60 RECORDED AS DOCUMENT NO. 92-0211255 , RECORDED 04-13-92
PRIVA 4
FL
EASEMENT FOR PUBLIC ROADWAY DEDICATED PER SEWER PUMP bo PRIVATE ROAD AND UTILITY EASEMENT TO BE GRANTED
BY THE OWNER
NNI PARCEL 3 FOR THE B ENEFIT OF PARCELS i AND 2 CONCURRENTLY
PM 16868 Go �F tol fEss/ o*
N EXISTING GROUND POST-8UP GRASS WITH THE TRANSFER OF TITLE FOR PARCELS I , 2 AND J.
E.
EXISTING 6' EASEMENT TO SDG&E RECORDED SWALE PER DETAIL
C) COVENANT OF PRIVATE ROAD AND UTILITIES IMPROVEMENT
ON THIS SHEET CA
9-27-55 IN BOOK 5808, PACE 557, O.R. (NON-PLOTABLE) AFEQUIREMENTS GRANTED TO THE CITY OF ENCINITAS By
FL GRASSY SWALE 2% DOCUMENT NO. 92-0211254 RECORDED 04-l3 -92
C 39726 M
P f1kIR, C E��, L - 1
�'--
EXISTING EASEMENT FOR PUBLIC HIGHWAY GRANTED TO Exp. 12/31 /09
THE COUNTY OF SAND BY DOCUMENT RECORDED 1 Flj m 11 clvt\
-
AGE 14
7-31 36 IN BOOK 546, P 6, O.R. 0. R. r�-JFI E.. . - 11; � E 111 1 11 F C A
INVERTED 6 - x 12 P. C.C. CURB TI CURVE TABLE
HE ADER EXIST- INVER 6"x 12 WTA
OR 2 x 10 " REDWOOD HE ELECTRIC NO. Wm L06m
EX. DRAINAGE-4 P. C. C. CURB E
F EXIST
Underg round Service Alert z IMPROVEMENS /-FLL"Ll L ." ." @ 09' 25"
'F' 5 TELEPHONE 2000 86 0 x & ������N�
EX. TYPE 4 " . . . ". 1-45: F21 28-00' 3287
42.08' 94 36m HO SANTA FE RD
CALL BEFORE YOU N CATCH BASIN 5 P C C 0 R 3 A C 1635 S RAMC
CAL IM FE 20 10 0 20 40 60 CL. 11 BASE DRIVEWAY 28.00' 45.86 930 5il 2700 SUITE 204
1 1 a I . . i T 110.7 PER SOILS ENGINEER C 850 (V p 34 so SAN MARCOS, CA. 92078
I-W4224133 0 2r 111111&VAY 0 9MI111110 :Tm ' 7.42'
RIM EL= M 5.00
161.31 EX. 21 CSP VEX. 12" MASONRY WALL RECOMMENDATIONS NO SCALE PHONE (760) 510-3152
SCALE IN FEET INV EL= 15737 FL= 160. 1. DRAWING NO.
M WMING [)AYS BEFORE YOU W SCALE: 1 20' BENCHMARK SCALE SPECIAL DISTRICT APPROVALS -- CITY OF ENCINITAS ENGINEERING
DEPARTMENT
REVISIONS APPROVED DATE REFERENCES DATE POINT NUMBER: 1024 PLANS P PARED UNDER SUPERVISION OF RECOMMENDED APPROVED
PLANS FOR THE IMPROVEMENT FOR: 641-1
--- STATION NAME: 134WCCS1 HORIZONTAL AS SHOWN Ze PRIVATE STREET IMPROVEMENTS
ELEVATION: 178.543 NAVD 88 DOUGLA LO N 39726 BY: M, 114 BY: OF PARCEL MAP 16868)
DATUM: CCS 83, 1991-35 EPOCH, U.S. SURVEY FEET R.C.E. NO. ENGINEER NAME PETER COTA-ROBLES A.P.N. 256-171-16 (PARCELS
1, 2 & 3
DESCRIPTION: SET 2.5" DICS IN SIDEWALK IN THE SOUTHEAST VERTICAL AS SHOWN ENGINEER: EXP. 12/31/09 DATE: ZZ2.87 0 jr
DATE: s1/4 WORK PROJECT NO. 5947 11111111 - s SHEET 2 OF 4
QUADRANT LEUCADIA BLVD. AND ORPHEUS AVENUE, 37' 5947-CARSON -5947IP2.DWG
JJASTERLY OF TRAFFIC SIGNAL.
L
2
�4. 5
NOTE. • TOP OF 0 CURB ELENA TION IS
LEFT- CL ELEV. - 0.24
UNLESS OTHERMSE SHOWN.
+
� I I I Ik � � I I k I - � - r - _- _ ; - -�-
' II --�- [ S
_7
�_ - __ � - - � _ I I I I ' � € EXI TIN � I l � + � -t--
-�� ,
G ITU
t t
C
4r
tw
C14 r4% �Rj 1 rl-
4_
Ln s
�– S=
4_
-------- -- .... ....
t--
PROFILE UNION STREET
4- -------
+ -4- - -4- - -
-- . ... . .... 4 4 4 - - 4- 4__ __-4–
t
+ f ----i t __4 _ _
t I t
--- --- -----
SCALE H ORIZONTAL 1 20'
1 i
I I I i r I i E I � _4 4--
V ERTICAL 1 4
_4
_4
+ -t--
I I t I I I i ] I I I I - � i - i - ii �� � � -
`
4--
10+00 10+50 11+00 11+50 12+00
r / 41
�� � � � I . � �° ,� c; was ,. � Y � ,- � �
E S H T 2h 10+30.34 0 12' LT S CURB DA TA NATIVE GRASS or OTHER
01 -1 1 1
PCR
CITY APPROVED
S8805257*E 11� T
$ l + I 167 6J BIO-FILTRATION MATERIAL
_ -1 11+98 12 I _� 11 �e
D OF 0" CURB
*M TO BE
EXIST RECLAIMED 1.5" TURF
WATER VALVE (D BLOCK OVER
REMOVE /RELOCATE EXISTING WATER VALVE 111E
15" SOIL OVER
I EHI 6" CLASS 11
REMOVE /RELOCATE EXISTING WATER METER EX DRAINAGE DITCH
N88 52 208.29' BASE
Dwy 0 1.0% MIN
CONSTRUCT NEW PAVEMENT SECTION PER DETAIL THIS SHEET MEW EX. -tt 4
�L 4
—1 1 kr
�7EXiST 2 WY 4 DWY 7
. � � 186 77 - � I I �- �I
LF=
CONSTRUCT 6'-WIDE 77JRFBLOCK (OR EQUIVALENT) STORM wATER HP GAS
:±Fl��14=1 ::J1F:t:r'T
TREATMENT SW ::tf
ALE PER DETAIL THIS SHEET
G 7T
A S GA
EXIST 8 S'
A S
AS
GRIND AND OVERLAY AS NECCESS4RY to -6 - - - -----------
UNION
t SEWER MA /N Zi 1 4� _ III I r I I I { J J � =
-S J '� � � � � � �. 1 I l 1 � � _ I
I i -- t
_s C WA Y
L - -, T r 1 - -t
IN W C CL
2.5 1 I - MIN. 2. 5'
SP oft. OWW-
EXIST 12 EXIST EX.
AC WA, TER P DWY EXIST POWER POLE
wo
• _\j POLE 5 5
4?
— 7—EXIST FIRE H'�DRAIVT
ID TURF BLOCK BMP DRAINAGE DITCH DETAIL-
0-- EXISTING 50" PUBLIC ROAD EASEMENT RECORDED ROAD TRA VEL ED NO SCALE
7-21-23 IN BOOK 937 PAGE 487 OF DEEDS. E4SEMEN WAY NOTES:
PL 50' PL 1. CONFIGURATION OF DITCH MAY BE SLIGHTLY MODIFIED TO FIT
FIELD CONDIONS, WITH APPROVAL OF ENGINEER AND INSPECTOR.
(D— EASEMENT FOR PUBLIC ROADWAY DEDICATED PER 13' 2. TURF REINFORCEMENT MAY BE OMITTED IF IT IS DETERMINED THAT
PM 16866 VELOCITY OF DRAINAGE IN "AS-GRADED" DITCH IS NOT EROSIVE.
13 1 2f 12' 6 3. TO BE PRIVATELY MAINTAINED NOT TO BE MODIFIED w/o CITY PERMIT.
EXISTING EASEMENT FOR PUBLIC HIGHWAY GRANTED TO EXISTING GROUND
THE COUNTY OF SAN DIEGO BY DOCUME NT RECORDED MATCH EXISTING
7-3I-36 IN BOOK 546, PAGE 146, O.R. 5 •VARIES qtofEss/o
T
4 E.
[- --,TT T - 7 —
Fli T - T - � , � -1— .
L �zl I I - I [=' I I
If
Uj C 39726 rn
11 IM. I F1 I m FIILI�1`
—_1 I I_—P I-- I 1__I I 1_1 11-1 Exp. 12/31/09
civo,
4" A. C. OVER 6 OF C A
Underground Service Alert CLASS 11 A.B. (MIN) INVERTED 6 x1 6"
CM-L BEFORE YOU N P.C.C. CURB ENGINEERING
rAi
4� FE 20 10 0 20 40 60 & CURVEYING
41 M SECS L
V L*AM ti i REET CFKM�M 1635 S RANCHO SANTA FE RD
NO SCALE SCALE IN FEET SUITE 204
TTWO WORKNG DAYS BEFORE YOU DG SCALE: 1 20' SAN MARCOS, CA 92078
PHONE (760) 510-3152
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT
POINT NUMBER: 1024 A APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
- STATION NAME: 134WCCS1 PLANS P ABED UNDER SUPERVISIOL4 OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT FOR:
ELEVATION: 178.543 NAVD 88 HORIZONTAL AS SHOW DATE: 7 Ole l f4 0
DATUM: CCS 83, 1991.35 EPOCH, U.S. SURVEY FEET DOUGLA 0 N BY: BY: A PRIVATE STREET IMPROVEMENTS
641 -1
DESCRIPTION: SET 2.5" DIGS IN SIDEWALK IN THE SOUTHEAST VERTICAL AS SHOWN R.C.E. NO. 39726 ENGINEER N E PETER
COTA—RILES
QUADRANT LEUCADIA BLVD. AND ORPHEUS AVENUE, 37 ENGINEER: EXP. 12/31/09 DATE: ���� DATE: 56-171-16 (PARCELS
1, 2 & 3 OF PARCEL MAP 16868)
EASTERLY OF (NAI 7/-4 4 �a 0 W O RK PROJECT NO. 5947 SHEET 3 OF 4
I
W
PCR
T
E CURB
XI
W
A
I � r
C4
.
N1
1( y
5947-LARSON-5947IP2.DWG
NoText