1996-4766 G (Plans) TYPICAL DRIVEWAY SECTIONS
40' PUBLIC UTILITY EASEMENT PR ROAD
4' 16' q, 1
4' 4 16' 4' CERTIFICATION 4'
- I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS
AS SHOWN ON THIS PLAN SATISFIES THE REQUIRE -
2;1 MENTS AS STATED IN THE FINAL NOTICE OF APPROVAL ��► M ENDOCINO
q 2 % 2$ FOR TM -96 -007 AND THE STANDARDS FOR PRIVATE �� %
L O T
�'•L 2. STREETS. %
3.5' WIDE PLANTER AREA C ! �� ///�
4' WIDE SIDEWALK / 0 Z/ 96
6" TYPE G CURB 4" A.., 6" A. #2) �` OWNERS / PERMITTEES
(WEAKEN PLANE JOINTS RONALD L. HOLLOWAY RCE 29271 DATE ;
AND GUTTER (SEE I.P. NOTE #2) ®8' -10' INTERVALS) / � �� +
PRIVATE DRIVEWAY / PACIFICA PLACE ,� /.' GREEN VALLEY ASSOCIATES
(STA 14 +00.00 TO STA 18 +88.52) 0 ��� / 12526 HIGH BLUFF DRIVE
NOT TO SCALE \J �` / _ n SUITE 100
SAN DIEGO, CA. 92130 -2065
PUBLIC UTILITY EASEMENT , �I ~ I _J \, % V %� (619) 793 -2622
44' PENT ♦� J \` � \%
4' 18' 18' 4 ' ,., �' ,* _ LEGAL DESCRIPTION
4 BUILT PLANS
•
8 LANDSCAPING LOT 43 OF AMENDED
6" CURB ♦ MAP OF CITY OF ENCINITAS MAP NO. 13258 CITY OF
ONLY
! � RAISED MEDIAN AS " 1 �/ r ENCINITAS TRACT NO. 94 -066, UNITS
I, II AND III, IN THE CITY OF
2% i r ENCINITAS, COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING TO
__ MAP THEREOF NO. 13333, FILED IN THE OFFICE OF THE COUNTY RECORDER
RONALD L. HQLL04V `f DATE OF SAN DIEGO COUNTY, JUNE 3, 1996.
o �,c RICE 29271 EXP. 3.31 -03
3.5' WIDE PLANTER AREA 4
j 4" A.C./ 6" A. #2)) 4' WIDE PLANE IN I� TOPOGRAPHY
' B" TYPE G CURB (WEAKEN PLANE JOINTS
AND GUTTER (SEE I.P. NOTE #2) 8' -10' INTERVALS) �� U , ,►
PER FIELD SURVEY PERFORMED BY BHA, INC. DATED: JUNE 1996
PRIVATE DRIVEWAY — ENTRANCE — � � ' 0\•
MONTEREY PLACE �,
NOT TO SCALE � � \ '1.
30% LEGEND ( *PRIVATE)
0 ���` •`~�� / `0i DESCRIPTION SDRSD SYMBOL QUANTITY
4' 16'
* 0 60 0100 0
PHAS 1 PHASE 2
� �
40' PUBLIC UTILITY EASEMENT G G w ,�
rL 16' 4' I f
4' ,� 4 I II �� STORM DRAIN CLEANOUT TYPE A -4* D_
4 � — =::z _ 5 3
L�r'
! I a"I I� STORM DRAIN CURB INLET TYPE B* L =5'
''� ?+ D - 4
1 zl STORM DRAIN CURB INLET TYPE B -1* L =8'
D -2 2
21 * I 18" STORM DRAIN (SEE SHT 6 FOR MATERIAL) D
5 - - - -- 166 LF 405 LF
2.
REA 205 LF
� CURB & GUTTER (WEAKEN PLANE JOINTS `�► 24' STORM DRAIN (SEE SHT 8 FOR MATERIAL)
3.5' WIDE PLANTER A S_4 _ s_ _
f
6" TYPE G CURB ` 4" A.C./ 6" A.B.(MIN) ® 8' -10' INTERVALS) % YARD DRAIN INLET * SEE ( DETAIL SHEET 10)
AND GUTTER (SEE I.P. NOTE #2) `, YARD DRAIN PIPE 6 " -12" PVC (SDR 35)
� \ • .• . *
PRIVATE DRIVEWAY — SUPERELEVATION ** �•• PACIFICA YARD DRAIN CLEANOUT * (SEE DETAIL SHT 10)
PLACE I a-
MONTEREY PLACE, PACIFICA PLACE, PACIFICA WAY I J `. �� � "� •'' PROPERTY LINE
NOT TO SCALE i
(STA 10 +86.50 TO STA 13 +50.00) i
�r �% I
r� \ UNIT NUMBER 2
�--1 — . 1 �� i 1 J J 1 j-� r, J MODEL TYPE
.. I — .. — .. — .. _ .. R
IMPORTANT NOTICE —
���� ,�� PAD ELEVATION PAD 185.5
SECTION 4216/4217 OF THE GOVERNMENT CODE KEY MAP LE GEND FINISH FLOOR ELEVATION FF 188.2
REQUIRES A DIGALERT IDENTIFICATION NUMBER 4 GARAGE FLOOR ELEVATION G 185.5
F
BE ISSUED BEFORE A PERMIT T EXCAVATE WILL L� % %C _ _
BE VALID. FOR YOUR DIGALERT LD NUMBER SUBDIVISION BOUNDARY % RETAINING WALL* (SEE SHEETS 10 14 -19)
CALL UNDERGROUND SERVICE ALERT AT: KEY MAP � _ 131.21 � '
TOLL FREE 1-800-422-4133 LOT LINE PROPOSED SPOT ELEVATION
SF xz ^
TWO WORKING DAYS BEFORE YOU DIG LIMITS OF SHEET SCALE: 1" = 100'
* 185.0 5145 6.F.
DIRECTION OF DRAINAGE
6" CURB & GUTTER TYPE G
G -2 1750 LF 2230 LF
_
LEIICADIA BLVD. SHEET INDEX 6" CURB ONLY TYPE G * G -6 '---- 243 LF
ABBREVIATIONS
1 -2 TITLE SHEET AND NOTES CURB &GUTTER REMOVAL G -11 106 LF 92 LF'
t+ 3 -5 GRADING SHEETS • G -7 ?:' i,: =[? :•" 7462 SF 9311 SF
AB AGGREGATE CONCRETE BASE MH MANHOLE 4' PCC SIDEWALK •....:,;
AC ASPHALT CONCRETE MVC MIDDLE VERTICAL CURVE CC
NTS NOT TO SCALE
o BC BEGIN CURVE 6 PRIVATE STORM DRAIN
EXTENDED FOOTINGS
w / BVC BEGIN VERTICAL CURVE P PAVEMENT �
BW BOTTOM OF WALL PCC PORTLAND CONCRETE CEMENT 7 YARD DRAIN PLAN FOOTING EXTRA DEPTH ELEVATION (SEE DETAIL, SHT 10)
1.0
o z q¢ r, C &G CURB AND GUTTER PCR POINT OF CURB RETURN O--
1 CO CLEANOUT CENTERLIN PRC POINT OF REVERSE CURVE a CURB AND BOUNDARY HORIZONTAL CONTROL ccn 4 RT RIGHT
NYL CHLORIDE PIPE SLOPE EMBANKMENT (2:1 MAX)
E ELECTRIC 9 SIGNING AND STRIPING AND PARKING PLAN
4' EB EASTBOUND --- _ - -' --
EC END CURVE S RIGHT -OF -WAY PUBLIC UTILITY EASEMENT
GARDEN S SEWER 10 DETAILS
G ECR END CURB RETURN SD STORM DRAIN NOTE I.P. 2)
SEE AC PAVEMENT (4 " /6" MIN, .
VIEW RD EP EDGE OF PAVEMENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING 11 -13 EROSION CONTROL
EQ EQUIVALENT SW SIDEWALK 27955 SF 34886 SF C
EVC END VERTICAL CURVE T TELEPHONE 14 -19 RETAINING WALL SHEETS STOP SIGN -� 1 3
Q!
FC FACE OF CURB TB TOP OF BERM /DIKE
FL FLOWLINE TC TOP OF CURB E SIGN CC
STREET NAM
FS FINISHED SURFACE TF TOP OF FOOTING =
a ENCINITAS BLVD. G GAS TG TOP OF GRATE 2 2 Z r
� o HP HIGH POINT TW TOP OF WALL NOTE NO PARKING SIGN + 7 10 C3 o CY
A IE INVERT ELEVATION W WATER
LT LEFT PEDESTRIAN SIDEWALK RAMP * G_27 � 4 ►-�
SEE LANDSCAPE ARCHITECT'S PLAN FOR ALL LANDSCAPE AND IRRIGATION 2 .•-
ITEMS, NOT A PART OF THESE PLANS. In C.
VICINITY MAP CROSS GUTTER G -12 J u � 700 SF �•-{
cc
NOT TO SCALE EXISTING TOPOGRAPHY LINE
ESSI e � PROPOSED TOPOGRAPHY LINE t
w OF _ ••
E R OF WORK p ° �f
STATEMENT OF ENGINEER W
n THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY 4�'
m ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE 4' RONALD L.
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. HOLLOWAY
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN N0. 29271 (SEE DETAIL
SHEET 10) d C� I=> ►�
ENCINITAS FIRE PROTECTION DISTRICT
ITS CAPACITY AS A PUBLIC n �
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL i EXP. 3 -31 -99 vL►
u/%'�o
n� MODIFIED TYPE B BROW DITCH
7� , PRIVATE CURB OUTLET (SEE DETAIL SHEET 10) G -12 "' *' ° '` 9 6 �
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR ICN1d • Chl1
IO ^
THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY ` CIVIL App ODD
�• SECTION NUMBER
co
OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM qT� OF " 5115 AVENIDA ENC!NAS
_A " .. Z
THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND BY • �� ! �5 -9C
SUITE ° L" SHEET NUMBER
SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DATE: o CARLSBAD, CA. 92008 -4387
10
(619) 931 -8700 STREET LIGHT
REVISIONS APPROVED DATE REU/SIOA19 DATE NDED Cl,
BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY 4 6 Dr�� by CHECKED D BY
0-0 p
J t-3 PAD AN® U/�L23 RANUlEGf/gl/75 DESCRIPTION TOP OF BRASS DISK IN WELL SEB GLOBEY RLH APPR OVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. A x
SWO GRAPES, CHANGED °l P�OF2EU /EU/,SUT. /B PLANS PREPARED UNDER THE SUPERVISION OF RECOM d
ELEVATIONS FOR MONUMENT ��e ppp PROVED r ,1 GRADING PLANS FOR TM 96 -007
��� LOCATIO
p N: ET A. 48 +81 C.L. E C FL CAMINO RFAL HORMONAL AS SHOWN 14 Q rr� {fie L
BALANCE DATE: /a Zt 6 BY: _ r��v MENDOCINO AT
W RECORDED FROM: S.D. CO. VERT. CONTROL. PG 18 2 — C�.QC �R D- Z/- R.C.E. N0. 29271 p, 4 766-G
/ j /� 4 ELEVATION: 129.81 DATUM: M.S.L. VERT ` SHOWN l I� ENGINEER DATE: '�� DATE: d -21- C
DATE EXP. 3 -31 -99 ENCINITAS RANCH
WnDTC ADnlvor XTn
NoText
NoText
NoText
NoText
NoText