2004-9080 I (Plans) LEGEND
P TO BE DONE IMP ROVE) E- PLAN FOR
THE CONSIST OF THE FOLLOWING WOIFK TO BE 60 ACCORDING TO TH
HE iix E SPECIAL PROVISIONS, MID TH FOLLOWING S T D DWG Y BO
SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS:
T LJ.�G
STANDARD 5PECIFICATIONS
AST WATER
_ DC NE U
-SAN EL130AVENUE
1. 'GREENBOOK' STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION), EXIST SEWER UNE -
--
EE
' Z~ CALIFORNIA DEPARTMENT OF TRANSPORTATION. 'MANUAL OF TRAFFIC CONTROLS FOR COISISTRUCTION AND " EXIST TELEPHONE
- -- 7
&WNTENANOE WORK ZONES." (139.8 EDITION,). EXIST CAS MAIN X;
3 STATE OF CALIFORNIA STANDARD SPECIFICA11ONS -JULY 1592. EXIST STORM DRAIN s sp s
Ta EXIST CONTOURS `-- 495 -�--
aE SAN DIEGUITO WATER OiSTRiCT STANDARD SPEgF7CATJ0AiS. EXIST RIGHT-OF-WAY LINE -
PROPOSED RIGHT -OF -WAY LIME
DRAWNGS
��..;
PROPOSED CONTOURS Go
1. COUNTY OF SAN WOO REGIONAL STANDARD DRAWINGS -J=ULY
GRADED SLOPES -
2. STATE OF CALIFORNIA STANDARD PLANS -JULY 1092. - - -
3. SAN DiEGU110 WXILK DTSiKILA STANDARD PLANS. < S11 PROPOSED SPAT ELEVATIONS
.. BLVD. ° _.- - -- - --
DAYLIGHT UNE -! �+ ► ..J1 h �+1
- - SAL HOTS - - - -
-
Q Of o COLD PLANE AND AC OVERLAY (5 WIDE) IsEE OQ1. !TOTE 3
1. A PERMIT SHAM BE OBTAINED FROM TW ENCINTTAS ENGINEERING SERACES DEPARTMENT FOR ANY WORK WM04 THE STREET � s s
RIGHT -OF- WAY. <. +4 AC O_ VER 6 CLASS 11 BASED
f 3. THE STRUCTURAL;ECTION SMALL K iN ACCORDANCE WITH CITY OF ENCIINi R TAS STANDARDS. VALUE PESTS SHALLL IBE iIEQURED PRIOR TO �s
n ': S21 I _ CONCRETE DRIVEWAY
9 EN ND�
CONSTRUCTION. � �-
3. APPROVAL OF THESE NPROVEIMMT PLANS AS SHOWN DOLES NOT CONSTITUTE APPROVAL OF ANY CONS1RUCTM OUTSIDE THE PROJECT
tQUNDrRY. �
4
N 1NiTA
ti
E C S
UNDERGROUND ND U11 WITHIN THE STREET RIG
4. ALL U UTILITIES fTH E HT-OF -WAX SHILL BE CCNSIAIlCTED. CONNECTED AND Pl?!QS TO � U
i
- CONSTRUCTION OF BERM, CURB„ CROSS GllTIEEi ARID PAYING. - - _ -- - - - -- _ - - - - PROJECT ..: SATNTA FE OR.
OCAT�ON' s ,kTtiq;
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACIUTTES SHOWN ON THESE PLANS WERE OBTAMNED BY A SEARCH OF THE
- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 9 APO
HOWEVER, THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY a<xlsTlrG FACILITY I:INOwN HEREON AND 9.37 Ml x, 2
- SAN 'DIEGO REGIOtVAt STANDARD DRAWINGS
ANY OTHER WHICH IS NOT OF RECORD OR NOT MOWN ON THESE PLANS. 16 gg
F S. LOCATION AND ELID AT10N OF *01"tOVEhellS TO BE WET BY WORK TO BE DOW STALL BE CON IRMED 18Y FIELD MEASUREMENTS PRIOR TO � IRMINGHAY
v � C � DRAWING N0, I)ESCRlPTION
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES
'� C-3 CURB AND
;SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS i0 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION) OF p
SORSID EXISTING FACILITIES.
5
7. THE CONTRACTOR SHALL NOITM'Y SAN OTECO CAS AND ELECTRIC COMPANY PRiOR TO � WORK NEAR iCOfvIPANY FACILITIES AND SHALL � ,(
COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE `UNDERGROUND INSTALLATIONS'. <.
FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO SAN
GAS do ELECTRIC COMPANY. TELEPHONE: (BOO) 422 -4133 ELD
- - -- 0. -- THE CONTRACTOR SHALL -NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACIUTIES AND 5HALL COORDINATE UjHER WORK SZi
WITH COMPANY R.EPRE$EAlTAT1YE$.. ;;
----------
-NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY_ ARE 'UNDERGROUND INSTALLATIONS'. - - - - -- -
- - -- - - -- - - - - -- -- - -
OR I OCAT1 N OF CABLES AND APPS COAITACT PACIFIC BELL ULEPHOUL (800) 422 -4133 ,
iE iT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT IHE UTILITY AGENCIES ADVISE THEM OF IME PROPOSED IMPROVEMENTS. VICINITY MAP
OW NME ADDR :
- AND BEAR THE COST OF RELOCATIONS, IF DEEDED. - - -- - NNO SCALE - - - --- 1QMBERLY JUDTTR bINZOMU LK
1G_KFiAS OWNER
- VACANT LOT
_ 10. ALL TELEVISION CERVICES WMW THIS PROJECT ARE * UNDERGROUND IINSTALLATIONS'. FOR LOCATION OF CAMMS AND APPURTENANCES
CONTACT (800) 422 -4133. CA ANCHORAGE AVE SAN EUJO AVE
CRLSBAD, CA 92011 ENCINITAS. CA 92007
1 4.-M ASMI -BE ADONE VWIL -fDt 3TM POWER -ARE MOCATED IXYP IDE -THE 41tEAS -TO H9E SAVED. OWNER'S CERTIFICATE
ASSESSOR'S PARCEL NO.: _
12. TFTE CONTRACTOR S 1XL REQUEST FRM THE EFUINEERRNG SERVICES DEPAK I ML jT A PREP MEETiNG AND SKILL PROWDE AT iIPN:
Z60- b2o -54
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER 633 -2770.
1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 _
13. THE l7EVEL'OPER SHALL BE RESPONSIBLE THAT ANY MONUMEFIT OR RENCH NARK WHICH iS DMURM OR DESTROYED SHALL BE DAYS AFTER ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO PURSUE
R E- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
WORK L EGAL DESCRIPTION:
14. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS `S" AND `W", ASSOCIATED WITH THIS PROJECT
OR UNDER MY CONTROL -
RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. I E NORTHWESTERLY ONE -HALF OF THE SOUTHWESTERLY ONE
-HALF (SAID
- - DIMENSIONS BEING MEASURED ALONG THE SOUTHEASTERLY AND SOUTHWESTERLY
15. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR LINES)
OF THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP
' 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN
y IC ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE �l� ��
- ( DIEGO, STATE OF CALIFORNIA. ACCORDING TO UNITED STATES COYERNItdENT $lJKYEX -
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN KIMBERLY JUDITH SINSHEIMER ALXHAS,
OWNER DATE APB 10. 1881. DESCRIBED AS FOLLOWS:
DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION).
867 ANCHORAGE AVE DEO1fiQNRNG M THE INTERSECTION OF THE WESTERLY PROLOINOATTOFI OF TM 140RTF1
- - - - CARLSBAD, CA 92011 - - t - - =BOUNDARY LINE OF CARDIFF VILLA TRACT, ACCORDING TO THE
MAP THEREOF NO.
P4 (760)518 -0020 1469, FILED IN THE OFFICE OF THE RECORDER OF SAN DiEGO COUNTY, AUGUST 10,
' 1912, WITH THE NORTHEASTERLY LINE OF THE COUNT) HIGHWAY ROUTE 1, DMSiON
SAN DIEGVIM WATER DISTRICT NOTES 1; THENCE NORTH 31 DEGREES 28 WEST ALONG THE SAID HIGHWAY LiNE 213.03
- -- - - TfEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST HAVING A - -
RADIUS OF 1275.82 FEET AND A CENTRAL ANGLE OF 08 DEGREES 01'00'; THENCE
1. REVIEW OF THIS PLAN BY SAN DEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE [NORTHWESTERLY ALONG
SAID CURVE 178.49 FEET; THENCE TANGENT TO SAID CURVE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTiUTY, PIPE OR Ac s ASPHALT CONCRETE BCR s BEGIN
CURB RETURN 23 DEGREES 27'00' WEST, 412.59 FEET TO THE TRUE POINT OF BEGINNING; -
k STRUCTURE WITHIN THE LIMITS OF THIS PROJECT -- PVMT s PAVEMENT ECR s END CURB RETURN THENCE CONTINUING NORTH
23 DEGREES 27'00" WEST, 100.04 FEET; THENCE NORTH
PCC s PORTLAND CEMENT CONCRETE (72ASS) s EXISTING ELEVATION 66 DEGREES 48'00' EAST, 398.71 FEET; THENCE SOUTH
23 DEGREES 12 EAST,
LIP s GUTTER UP - PCR POINT OF REVERSED CURVE 100.04 FEET; THENCE SOUTH 66 DEGREES 48'00" WEST, 398.27
FEET TO THE TRUE
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LiNE CROSSING, LiNE PARALLELING OR PROPOSED X--GTR CROSS GUTTER (R)
s RADIAL BEARLUG POINT OF BEGINNING.
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 ET OF EP s EDGE OF PAVEMENT , +■ VERTICAL
FE VERT `
rt ' PROPOSED WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. TC s TOP OF CURB HORIZ, s HORIZONTAL
_ FL s FLOWLINE SDRSD s 'SAN DIEGO REGIONAL STANDARD DRAWINGS
- INV s PIPE INVERT _ EXIST. EXISTING - -
3- CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY _ TOP OF BERM s REQUIRED S
HEET INDEX -
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER BC m BEGIN CURB pVCD. s POLYVINYL
CHLORIDE (PIPE AS
FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE ASC STANDARDS. iF FACILITIES DO NOT EC s END CURVE PP s POWER POLE
) SHEEP 1 - TITLE SHEET \
MEET STANDARDS, THEN THEY SHALL BE UPGRADED HE OWNER'S EXPENSE
- TO CURRENT STANDARDS AT . F'H w FIRE HYDRANT CMP s CORRUGATED METAL PIPE
o - -- R/W s RIGHT OF WAY CAg s CRUSHED AGGREGATE BASE SHEET 2 '� PLAN Nt PROFILE
--
4 . tnXffIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN RARAL.LELMIG WATER SERVICES -- -- - 3T ALT STREET 11CFiT - �ARHM Am ASPHALT
4tUBBERIZED 4IOT4TX ,
M m ,r
1'00 3. -MINIMUM HORIZONTAL SEPARATION 'OF -10 -FEET REQUIRED BETWEEN FIRE +iYDRANTS AND SAN DIEGO SAS AND - � - - - -- - <- -
- - -- -- - DATE - - -- _ - -- - --
ELECTRIC VAULTS.
• ENCWITAS RRE DEPARTMENT SAN DIECIUI'TO WATER DISTRICT PARKS AND CATION Fn.MNING FRUBULiC WORKS -
6• _ ALL WATER SERVICES TO 6E CONSTRUCTED CLEAR OF ORNEWAYS AND ALL OTHER TRAVE[..ED WAYS. WATER METERS
_
�o REVIEWED W: RENEWED SY: RENEWED 8Y: REVIEWED BY: REVIEWED BY: s ��r ` "
MUST BE W FRONT OF THE PARCEL THEY ARE SERVING. - - : m& xm � H��cH & CO MPANY
s % - EV. 1 CONSULTING ENGINEERS
4499 RUFFlN ROAD, STE. 300
7 - - - lF V1LF - SAN DIEGO, AL -IFO RNL F US-45" 1
o -DATE. ATU E EXPIRES 2 YEARS FROM DATE ' DA E DATE DATE 4 aFCAU ) - C / C
-
REVISIONS APPROVED TE REFERENCES _ DATE BENCH MARK SC 6PECIAL DISTRICT A APPROVALS C 7Y OF
EE NIIYAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
1 S- SUiL.T __ _ 9 5 HOslzON ltet, ►ER Duo W FES doss iTAT10N - j -- PLANS PREPARED UNl?ERPERVISlQN OF REC4M ENDED - K APPROV PUBLIC
wP &oVEMENZS FI,a: �A+IPROVEMENT SHEET
MONUMENT PEAK - -- _
it PER 98 PM HORIZONTAL NSA, �� DATE 07 -19 -06 BY: BY: A _ SAN EUJO AVE 4
9080 -1 CM STA11ON
- i0 VMERTICAL R.C.E. NO! _ LL O� PC
TT ,p= ELFV. NnszoTS MICHAEL A SIAWSON DATE: ��ZT a►TE: 04 --00 7 PUBLIC IMPROVEMENTS
EXP. 12 -31 -115
R.C.E. R.C.E. WORK PROJECT N0. SHEET 1 OF 2
s _
-, PROF ERTY _-
50 0' i- CONC.
T
M o m EX R/W EX R/W «
IN
J
+ v EXIST TC z Z ' Q o w �°`' EXIST Cm 1D
o o o a5 p� � l� M co 00 o N EXIST EOP t #�
20 2X
tV r _ N _ c � � N � 00 M [V � � O) 8 --�--
o n m oo�a � o °' FLOWLtNE
� rn socncaa' °0r WW a, 0) QA t .j Q w�» o� =o��
00 _ h
TOO cv m e MLj +C) °W�� C) No +� o�� +oQwO' 1QO 0
- \ 0.5% 94 Co • c� a o
ez _. -
- - -- - - --
- - - -- -- 8
28.3' OWY . b
- OPENING RET. WALL PE 9080 -G
6" CURB &GUTTER PER G 2
LL E XI LINE RS . SECTION 'A' (TYP1
20 - -
s_ - .• TA x+00 30 STA 10+00
4 - o to WIDTH DWY _ _ T_
- 94 -
O ,o wztnm
17
+ LLJ ��U 0 EX
- - 5 EX Rip EX RA + 11 I _ EXIST 10' 10` 30'
0 0 It r` 11 P 12' 14'
' --
-SEE DETAIL "Am
p
- - - - -- _ _
- U" S1iE1`T -_ --
.-
- -- - - -EXIST 18 --
OWY OPENING PROFILE
- - - -- - - _ -- - -- - - --
ti - - - -- - - - -- c�
r HORIZ: 1 =10' 3 � w 5, 2 •
LEFT CURBZEDGE OF PAVEMENT VERT. 1 " = 92
9+00 ID 50 10 10-50 11 00 11+50
�'
FOR ON= GRADING SE 9080 -G ,
APN 2 APN 260 - 620 -54 APN 260- 620 -53
-71 ° a SEE 9080 -G
><
SECTION " rrypl
NEW BUILDING STA 1
♦ t -- ��
I ° 4 APN 280 - 830 -6i O STA 11+00
o+oo T
♦ 10 +1a:a8 ' USE moot m PROPERT LINE ;I
- - NEW T WATER SERVICE - - -
WITH WATER METER ♦ CLASS 11 BASE EX R/W
STA. 0 +63 PER GRADING PLAN. a
EXIST CURB INLET - Qp cw - U - -
-
LENGTH- iO+12. ♦ J - r X11 - 99 50 S9.SD _ 1� - _ D( RJ1N I _ too
-Ex -
IE 91.44 SEWER LATERAL ♦ W t w I `
w 3 LF -3 a PVC CONNECTION TO 3 PVC
r
IE 92.02
•
(d w
I.
16
- 3
9.34 I I - --
ti 4 I
99.4 OUTLET FROM PE)3F SUBDRNN
ca `! rte 3
- PER GRADING LAN h ' _ - - 12' 14
PROPOSED 101 ,�9 v NEW ROW WALL
TW 102.3 � PATH ♦ 10 t W 9 .9 ; t I ij 7
A BW 99.3 SEE DETAIL 'A' 9 99.9 3 LF -3 0 e PVC C NNECTION TO 3" PVC c
t'
EXIST ROW VLUI 3 o P C OUT DETAIL bA' 98.8# &Q 9 56 w- i
V
- 198.7 % I 1R1tLL 1d1T1M AND R11MIT-CF-WAY a dS J.2
CONC 5' GU DRAIN','VE . EASMENT 0 CITY ;;; gg • Kj8.g6 ENCROACHMENT PERMIT DOC REC D N=: 5'
`°�
CURB OF NCINITAS PE OCUiAFNT S W WALL TO BE REMOVED AT TIME OF A LL UTIL TO E 10' 12
13' L�--
o ♦
LE. GATE DEVELOPMENT OF APN 260- 620 -53 N G
REC. 5' LF -3 - "e , s PVCJ SID ROUND.
- i- URB OUTLET 0 3% 8 1'.: a : x a 2 * ��� LF. 2 -3 D 0 29 S 3
PER DRSD D -27'
EXIST ROW IN STALLED U
- _
� N
\ - TO' ROW DEDICATION PER . STA 10+49.02C
s as,saF; END CURB Qc +' -
DOCUMENT ;1 t`s,l °€ sti i ai ` r i TC 98.89, FL 98.39 POINT
J
T REC - - ,:: ..- .,s t F , B � s '^ . i" +�"
T TEL 3 '° T 16 N :., , . 3 ;.
1,956,50
2.12 - I 1
L . �T, S; i R$ r ` E� T r' j SECTION Cj'� T _
--
• V • / /
BEGIN CURB de GUTTER ` 4 4 _
PER SDRSD G -2 „ STA. 10 +47.6. PCR STA i 1 +00 TO STA 11 +50
G (; r t .� � V � C .88 w .. � � ...+ €X R so' cn �.
- >- t -9s:r - G 4 HP GAS G (n G G ,.� -,: , R/W
, , . � 1�
w 1A1 N 195654729( 10+03 AN + / 98.40. �,
- •I _ 6•
8734 C 98.46 W .-. wl 12" PVC WA TT j W -W ' 10
_ MEW EASEMENT T 5' COLD
CITY OF ENCINITAS PLANE & A
CORIGRI" 11r E tI6.4(2 - a RrC)
-AS NESSARY FOR SMOOTH OVERLAY
SM i iQ# 0 t 1 3 TRANSIT=. 51 +00 CURB DATA TABLE Exlsr � N
?� 0.33
S S S S 11 30 N0. DELTA OR BRG. RADIUS L& H REMARKS GRA DE �� A.C. Itt£FR
S S S 6 SEVER 40 SAN E� S • _� SpflsF
tot
_ - N897844 - - - -- 19.37' 6 CURB GUTTER r PER G-
G G G ' G G G 3: HP GAS G G G z 59VO'04 2.00 2.06 4" THICK
EOP STA 10 +19.37 I ` � a N3141'13 - - - -- 4.69'
FL 98.24 r + N89'18'44 - - - -- 1.39'
DG TRAIL 0.50'
s 59
i \ - _ ti3'23 200 2 A.D. CLASS 1
. 06
_ ELEC. - OC45 OS7 - EXIST SWR 11H -- s N3 I w W
- - , POINT 6 - -- - -- - - -- - - Lt.m 7.8, R- WRLVE& 93
(IE= W.19) PROPOSED CURB &
- 6" TER _
CONNECT 7II km A C. 0.33'/A.B.=0.50'
W W
- I W W W - I j W GUTTER PER G -2
f ! ; W . W T O PER FACEOTE�HR GAOL CITY ENGINEER.
&
40 - } r,
SA TIS FA CTIO N F ENGINEER.
- - -- -----------------
__ - DETAtL A tTYP1
ROW - - - - - -- - --
10 +33.5 - -- -__
- - _ - O' WIDE 32'28 "_ W 106.25 _ - - - --- _-
N 21' _.--�__ -_ _
ao o
U.%�NVr E"Fe AEa� 10+12.38 2 -- - LTA 10 +44 T4 STA 1Q + Q
(� UJ: ' ail S►ER �+- DWY PER STD -
i0 +17.38 G -14, MODIFIED
_ - - POC SEWER tAT. 1E 90.181 -POC WATER LATERAL PROJECT CONTROL PT �l
(MAIN IE 69.69y) CONNECT TO MAIN SET 60d NAIL D ESIGN NOTE: G1�,p1�iC SCALE - �
=� °oo GALCT7.) PROJECT CONTROL PT AS "�1LT N 1,956,414.87 �r,� k_ W I�� & COMPANY - -�
^ - SET 60d NAIL _E 6,243 V ...... VERIFY EXIST LOCATION '
TRENCH R ESulzrXING, N 1 956 513.70 ELLY t3,14 & ELEVATION of EXIST. �0' ?�' W CONSULTING
ENGINEERS
PER CITY OF ENCINITAS #` 4499 RUFFIN ROAD, STE. 300
L
CIV1 !
E 6,243 ,247.44 �
r� TELEPHONE ONES
SCALE: i i0' � SAN DIEGO CALIFORNIA 92123
STANDARDS. L
l
TYP 0
TMi - - -- -- - -- - - - - - -- - - - - ( - - - -- ELEV- 97.71 -- - - - -- - - 2
-_ - -- - - ��CALIE� - FH01E (ibi) ii6 -4b4b J VAX (i6!) Md -�64t
DgTE
O ...... wEr -FLOAT CONIC. s'GGA,tF, PROVIDE
... _ _-- REVISIONS - APPROVED DATE _REFERENCES DATE __ BENCH MARK - .SCALE 6PECIAL DISTPoCT A _ __ _- APPROVAL.6
_ _ _ CITY OF � NCINITAS ENGINEERING 'SERVICES DEPARTMENT �RAW11dG i40.
E
As -6u1 T PER Ism W) PEA SRS 0"m ! PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED �Z PUBUC IMPROVEMEN FOR;
IMPROVEMENT SHEET
ONUMENT PEAK
_- - _ -__ __ APN 260- 620 -54 '90130-1 �
16ATE 07 -i9 -QS BY: _ $Y:
A c HORIZONTAL 1 w = O� FYI �
D �T es alt Dees srA�r s SAN LIJO AVE
jj w r
K VERTICAL 1_Z R.C.E. aO I2Z DATE: �T.(rja/_ DATE: 1 � a PG 04 Z UBL[ IMPROVEMENT
p= REY • 61=075' MICHAEL A SLAWSON
Exp. 1 = R.C.E. R.C.E. WORK PROJECT NO. SHEET 2 OF 2