1997-5280 G (Plans) ' TYPICAL, D CTIa S ENCI
CA M 40' PUBLIC UTILITY EASEMENT I
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4 L 16
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4' (12') (12') _ 4 OW A J 1N A _�J:�J
16
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GREEN VALLEY ASSOCIATES
1 2% HIGH BLUFF DRIVE
\\ Z - ' - 2% 2 SUITE SAN DIEGO, CA. 92130 -2065
3.5' WIDE PL_AP4ER AREA 1 / 4' SIDE SIDEWALK (619) 793 -2622
6" TYPE G CURB-/ � 4" A.C./ 6" A.II.(MIN) (WEAKEN PLANE JOINTS 1� J r
J J L E G AL DE
ANTI GUTTER (SEE I.P. NOTE ; #2) 0 8 -10 INTERVALS) I 7f /
NOT TO SCALE
LOT 41 OF AMENDED MAP OF CITY OF ENCINITAS MAP NO. 13258 CITY OF
ENCINITAS TRACT N0, 94 -066, UNITS I, I1 AND III, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
I MAP THEREOF NO. 13333, FILED IN THE OFPICF, OF THE COUNTY RECORDER
L OT OF SAN DIEGO COUNTY, JUNE 3, 1996.
44' PUBLIC UTILIT EASEMENT r 34
4' l8' 18' _ 4 \
TOPOGRAPHY
4 , - RAISED MEDIAN
8
W/ LANDSCAPING r 4 �� � � -- -- -!
_ 4 \ T PER FIELD SURVEY PERFORMED BY BHA, INC. DATED: SEPTEMBER 1996
-�- •� - ^ 6 „ CURB
� ONLY 1 \\� �Y
. G . .' R,
— —p d
�Ii l''�.SD r�Y. QUANTITY
3.5' SIDE PLANTER AREA „ „ 4' WIDE SIDEWALK y CO r J J J J DESCRIPTION
4 A.C./ 6 A.B. MIN) ) 1
C>'' T'i-PE G CURB ( (WEAKEN PLANE JOINTS y i� - �` v- - -- --
(SEE i.P. NOTE #2) ! -�
AND GUTTER T.I. = 5.0 ® 8' -10' INTERVALS) ��
p I 3 � I C"°
! � 1 � � I L�:7 STORM DRAIN CURB INLET TYPE H' L =5' D -2 � 2 EA
� \ � 18;; STORM DRAIN * D -6'0 -_ = 34 LF
� f 24 STORM DRAIN ° D -60
NOT TO SCALE - - 61 LF
YARD DRAIN INLET' ° � 62 EA
�� E V I A
( i t CURB OUTLET D -27 OH 62 EA
AB AGGREGATE CONCRETE BASE MH MANHOLE � / � � � / / YARD DRAIN PIPE 3” PVC (SDR 35) ' - - --
496 LF
AC ASPHALT' CONCRETE MVC MIDDLE VERTICAL CURVE --
BC BEGIN CURVE NTS NOT TO SCALE �
BVC BEGIN VERTICAL CURVE F' PAVEMENT PROPERTY LINE
BW BOTTOM OF WALL FCC PORTLAND CONCRETE CEMENT UNIT NUMBER
it
C&G CURB AND GUTTER PCR POINT OF CURB RETURN L
CL CENTERLINE PRC POINT OF REVERSE CURVE MODEL TYPE
CO CLEANOUT F'VC POLYVINYL CHLORIDE PIPE PAT) ELEVATION PAD 185.5
E ELECTRIC RT RIGHT r FINISH FLOOR ELEVATION FF 186.2
EB EASTBOUND RW RIGHT -OF -WAY L OT 4 1 J GF 185.
GARAC,E FLOOR ELEVATION
EC END CURVE S SEWER
ECR END CURB RETURN SD STORM DRAIN _ _ w
EP EDGE OF P.AVFMFNT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING - -- - RETAINING WALL* - MASONRY SF
C -1
EQ EQUIVALENT SW' SIDEWALK l
-� -- \ PROPOSED SPOT ELEVATION I85.0
EVC END VERTICAL: CURVE T TELEPHONE
�
FL FLOWLINE CURB TB TOP OF CCURB /DIKP; xI d.� O A RKI I ry ply q ,q NE � � DIRECTION OF DRAINAGE
-� 1
i, lA�� , ilb LtilN A
FS FINISHED SURFACE TF TOP OF FOOTING `
G GAS TG TOP OF GRATE NO PARKING FIRE LANE SHALL BE POSTED ON ALL FIRE SCALE : 1 / " = 100 6' CURB
ae GUTTER TYPE G a G -2 3,265 LF
TIP EUGII POINT 'fv TOP OF WALL ACCESS ROADS LESS THAN 40 FEET IN WIDTH. ACCESS // - --
IE INVERT ELEVATION W WATER ROADS LESS THAN 32 FEET IN WIDTH SHALL BE POSTED /� J r G -6 --
91 LF'
LT LEFT ON BOTH SIDES AND ACCESS ROADS MORE THAN 32 FEET B CURB ONLY TYPE G LE BUT LESS THAN 40 FEET IN
WIDTH SHALL BE POSTED ON - J KE
ONE SIDE ONLY. SIGNS SHALL BE SPACED A MAXIMUM CURB, GUTTER & SIDEWALK REMOVAL G -11 106 LF
u
OF 150 FEET ON CENTER. WHEN SIGNS ARE REQUIRED SUBDIVISION BOUNDARY --
ON BOTH SIDES THEY SHALL BE STAGGERED SO THAT
4 PCC SIDEWALK ° CY -7 �� >" � 9,284 SF
THERE IS ONE (1) SIGN A MAXIMUM OF 75 FEET ON
ALTERNATING SIDES OF THE ACCESS ROAD(S). SIGNS LIMITS OF SHEET $
LEUCADIA BLV SHALL BE PLAINLY VISIBLE FROM ANY LOCATION ON AN PROPOSED STORM DRAIN - = - _ - -
DRIVEWAY G -14 �_ � 10,500 SF
°-� ACCESS ROAD(S). SIGNS SHALL BE PER ENCINITAS FIRE
IT F, DEPARTMENT STANDARDS. EXISTING STORM DRAIN _- = EXTENDED FOOTINGS -- I
AS BUILT PLANS FOOTING EXTRA DEPTH ELEVATION (SEE DETAIL, SHT 3) l.fl
/4 � SLOPE EMBANKMENT (2:1 MAX)
RONALD L.mouowAY DATE - — — — -
4 a PUBLIC' UTILITY EASEMENT rp ,. RC8 29271 EXP. 331 -03
fs
m 4�� �A. I ROA
. 52,500 SF
4,� LEUCADIA COUNTY WATER DISTRICT Ac PAVEMENT (4 /s' MIN, SEE I.P. NOTE #2) � ` 3 EA
IMPORTANT NOTICE STOP SIGN
.. C C� _ 1. °1 PUBLIC SEWER SYSTEM APPROVAL SECTION 4216/4217 OF THE GOVERNMENT CODE
APPROVED BY: DUDEK AND ASSOCIATES, INC. REQUIRES A DIGALERT IDENTIFICATION NUMBER STREET NAME SIGN - or
STREET NAME SIGN
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL
AS SHOWN ON THIS PLAN SATISFIES THE REQUIRE- h BE VALID. FOR YOUR DIGALERT LD NUMBER
MENTS AS STATED IN THE FINAL NOT[CE OF APPROVAL /2 !o/g7 1228 -52 CALL UNDERGROUND SERVICE ALERT AT: NO PARKING SIGN
t4 EA
FOR TM -96 -007 AND THE STANDARDS FOR PRIVATE
t>~ E
STREETS. AP ROVED BY: TOLL FREE 1 - -4.
DATE JOB NUMBER 300 22- 41.33 PEDESTRIAN SIDEWALK RAMP * G -27 ��
NCINITAS BLVD. ' 14 EA
� � TWO WORKING DAYS BEFORE YOU DIG
� G-12
RONALD L. HOLLOWAY RCE 29271 DATE ENCI FIRE PROTECTION DISTRICT CROSS GUTTER -12 � 1,240 SF
� � L. Y _' . k . IN EXISTING TOPOGRAPHY LINE
N ,1 [ M < (�
NOT TO SCALE _C88197 _ 1 -2 TITLE. SHEET AND NOTES PROPOSED TOPOGRAPHY LINE
BY' DATE STREET LIGHT
�--- �- �------- - �-�•- 3 -7 GRADING SHEETS 14 EA
STATEMENT CA
STATEMNT OF ENGINEER OF VVORK / FLssr
/ 44° � GRADING DAYt.ITE LINE -�- � ••�-
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY 9 SIGNING AND STRIPING SAN D1650
TO !lf/!-,'TER D /STR /CT
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE RONALD L. �� 8 CUBA AND BOUNDARY
HORIZONTAL CONTROL
h HOLLOWAY
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. bD
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THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEV PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC N0. 292 STRIPING AND PARKING PLAN
b;k u �+0 u v
P. 3 -31 -99
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL 10 PRIVATE STORM DRAIN ,
nn a , ef
D THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AN Pr 9j I ' ` � I hs) 9 5115 AVENIDA FNCINAS
-�
THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY \�' op C ®`v`� SEE
LANDSCAPE ARCHITECTS PLAN FOR ALL LANDSCAPE AND IRRIGATION SUITE
OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM ENGI�UEER/A/G SU�RU /SOR DA7� 11 EROSION
CONTROL ITEMS, NOT A PART OF THESE PLANS. CARLSBAD, CA. 92008 -4387
THE NEGLIGENT .ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND A�PDU/JL E�/P /2ES Z S�AQS FPO/YI
l�4TE5 /!i/1/ED
(760 31 -3700
SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ) 9
'
S DESIGNED HY DRAWN BY CAECKED BY -
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT ER DP RM APPROVALS CITY
®F ENCINITAS ENGINEERING DEPARTMENT NT 17I�A lIVG O.
DESCRIPTION TOP of HRASS DISK IN DELL PLANS PREPARED UNDER THE SUPERVISION OF RECnMMENDED APPR VED i, ; - '' GRADING
PLANT FOR M 9 6 - 007
n !
MONUMENT HORYZObfAL N� DATE: �Z / BY: `~ U BY: / vT/ - i
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LOCATION ST A. 48 +61 C.L. E.C. EL CAMiNO REAL
D. CO. VERT. CON 18 2 . PG. l — � � — R.C.E. N0. 29271 DATE:_2 -� � -q� DATE: 2 M �� �A ^"1N���
°��"� RANC
RECORDED FROM S
- VERTICAL NL /c�*� /�'y7 RONALD L. HOLLOW Y -
ELEVATION: 129.81 DATUM: _M.3.L.— EXP. 3-31 -99 WORK PROJECT NU. T.M. 9 6 - SIIF:ET 1 OF
I
-- -- - -- - WO 440 -060 5 -600 DATE: 11 - 10-P7 ,