901 WORA TO BE ,DONE
1AIPROYEMENTS CaV57ST OF THE FOLLOW/N6 IVORA' TO RE DONE IN ACCORDANCE WITH
THESE PL 4NS, THE CURRENT SAN DIFOO COUNTY ENGINEER /NO DEPARTMENT
774AI04RO MrChrIC471ONS, 4ND SPEC/QL PROYISIONS FOR 11VPR0YE1yENTe`i•
OF SUISD/Y/SION STREETS 4NO Alff(510NAL 9; WHC14kzV DRAWINGS'
SEWER 1474F/Z.4Z D.4TA TArQLE IMPROVEMENTS STD. DWG. LEGEND
/NV /NV. ASPHALT CONCRETE SURF4 C1NG — — — — — — - - — — — — — — — — — — — — — — -
L OT IV-411V l.�ROP EL El! L E/1Y% CURB ,DEPT .P EMAQKS
NO /NY. TO AT ELEV. AT
ECEV. MA /N e it- 6" TYPE 6' CURB 4ND GUTTER — — -- --
19 ..S 5 .G8 -- G-2,G-/0----------
15 59 3 W.–E 5 5 C 4 "PC.C. 5 1DEW4LK -- --- - - - - -G 7,G- lO--- - - - - -- —
08' 907qq CONCRETE CROSS GUTTER -f RETURN SEGMENT — -- G - l2
/7 NORTH CO NTRY
— — — -- — — — — — —
I oo 3 35' O 0 ?g CONCRETE OR/ VEWAY - RE51DENTIAL — — — — 6 - 14,6 -15, G -1G -- — — -- —
— SEE N�OrE
2 3 . foe 4 11-5
3J' 11. .5 l 4 4 - VO STORM DRA /N — — -- -- - - - - -- D-LO - - -- - --
G7 I . 3.
2 3o2 /G 30 5�T G, STORM DRA /N CLE4NOUT D - 9, D - 1/
TYPE 4 - - - -- ---- - - - - --
s 4 /14 3 SC A y O t TYPE "8 "CURB INLET— — — — -- - - -- D-Z, D- /l, D -lZ — - - - - --
— 1 g OR
.. 3 / .G S f9� l� �l H R g l TYPE "A "CURB OUTLET — ---- - - - - -- D - - ----- - - - - --
- III
3 / 00 /O+ 2 Pff N tN•
G27 9 ✓5 �.� AG��y TYPE "B - 2" CURB GUTT
30 7 .3 — - -- - - -- G - G, G-/0 - - - - - -- — —
/ 5.5 / /•A-7 C AIN •• /
O 5 5 i 35 PAVEMENT CUTOFF WALL
✓c f K. ARK G
.9 9-V 1D S.9 > + .yam 3 ,34 TYPE "A "4. C. DIKE — — — - - - - -- G -5
�5 3 1.9 2 7. 5 +2 ( ---- - - - - -—
3 W. / 5. ! f1 S /I 5 3 7
SIDEWALK RAMP — -- — -- 6 - -= -- - - --
5 104.31 , r5 fµ i V I L g�� 39 32 i
3 51 37. 90 114-00 t y a' 'IL I O /CP SENER LINE — — — -- — -- $ -/Z - --
- - - - -- — VGP
10 2 3 /0� sB� IM � a l i p ) � iy► 39 I � 8..
O ff ' /O P 5 ad K � �- O SEWEQ MANHOLE
. 13 40 / � �
3 "J8 / 21 ( ® I 30
°13 G/ 7 • 17, 4/ �-n Q' O J FiVeR 14 TFR4L
IQ� 5 G 1, 70 42 I Zg � O DEAD END -- — — — — — -- — - S - 9, S -/O — - -- —
-- — —•-0 DE.
n
GO 5 i .J �� UZ ( a� + A. C. W TER A01", cG 4s6 /50 6 — — — — — —
— — — — — — — — — — — — B A C P
it- �coNT oN f� T 2J R/W � � UO G7 c ,. 43 1 7 2� KEY M + WATER SERVICE — — —
— — — — 9 -- — — -- — — — �-- -�{�
51' \ 2G � AP LEGE'NO „
4/' /0 59 57 45 I �� STREET NAME S/GN ♦ + GATE VALVE OR BUTTERFLY VALVE 4SSEMBLY — — — — —
— — — — — — —�
9' 32' 5' 5' 55 G 56 46 25 ' lti FIRE HYDRANT + F /,PE HYO,PANT ASSEMBLY— — — --
— — — 14 -- — — — — — — — �--� FH.
p1 G g 24 t 5TORM DR4IN
_ ELEV SHOWN ON PLANS i �� 47 I 23 + &OW -OFF 4SSEA4&Y — — — — — — — — 5 — — — — — —
— --•-0 8.0.
` - -- •\\ f'h L 55 48 I ZZ \� S0R L/NET + MANU4L 41R REL EASE 4SSEM - BLY
— -- — -- 3 — — — — — — — 0 M.A. R
4 f'CC. 51Cr i ll3 I' 53 4 9 z/ p MANHOLE — � - + A.C. xA.C. xFL4NGE TEE /V/FLANGE x .4. C. LO
-- — — — — -- — —
® f SZ 5 / 5 I O �� WATER LINE TYPE "B - 2 "CURB F DIRECTION OF FLOW +
ALL A.C. CROSS
l; GUTTER G " TYPE "G "CU/'zi3 /O f
"AS Bu/LT" STRUCTURA L e�GUTT�it' `�' �= _ � /9 STREET LIGHT
� SHEET NUMBER O + ALL A.C. TEE — — — — — —
SEc rlo - 3" .C. OVER (e" V /LL A GE PARK WAY N/Q y — — — — — — —
CL. 3 A.B. OVER 6 COM- I / LOT NUMBER 24
HALF STREET II * STREET SURVEY MONUMENT — M -10
PACTED NAT /VE. C � /Z k /3 /S /G 17 Su/I3/7 /v /5it'j/V /30(/N/agkY � .• �
R/W R/W �ipU� a. I •• �cocK NUM�es C 2 /Gbh ❑ STREET NAME S/GN 1=.5 -10
44 , �
30' I •• !I I STREET LIGHT
14'
Z' /2' 20' /0' /S�4 •• Viz/ ICE �I BARRICADE M -9 — -- ��b
2 � EL EV. SHOWN ON PLANS 5 5 \ ',' rn I !/ + REDUCER T — �-
2 N O 5 /T� L OC41 T /ON + CAP A55EMOL V
INDICATES SAN DIEGO AREA RE6 /OVAL STANDARD DRAWINGS
TYPE & 607-TER INDEX MAP
TYPE "6 "CU O INDICATES LEUCAD /A COUNTY WATER DISTRICT STANDARD DRAW /N65
CURB TER G" B
4 SCALE l" =ZOO' + INDICATES OL/VENHA /N MUNICIPAL WATER DISTRICT STANDARD DRAW INGS
GLEN ARBOR WILLOWSPR/NO ENCINI TAS pRIVE E) INDICATES CITV01= t C,1 ✓Ong EA/ //VEER DEPARTMENT STANDARD DRAWINGS.
M OUNTAI V15 TA NOTE: THE WORK TO BE DONE FOR FW /5 5UB5D1V /5 /ON 51,
v LL
�- 7 31 v ENCi N/rA5 � ALSO INCLUDE THE GfON.S /ON OF /MPf0VA`XN Al S AS SHOW I
G TYPICAL �c� Z 011/ 1MP,POVEMENT PLAN5 TPM /V-a 8038 AN,P 7 3OZZ -7.
4'-
8 5 52 STREET L16HT
4 Z' - 28'-Z6' 42'- Z8' -26' LOCATION T \ 'A
AS
I
l0' 3Z'- l8'-lG' 32'- /8' -/61 IO' TYPICAL o '��
o,� v GRADING PERMIT N0. L -7859
5` 5' S' FIRE HYDRANT �� ` z `' 'lf %
ELEV. SHOWN ON PROFILE LEO H. ,
ASARSO4IR oeCA.2264 THF. BARROUR ENciNEERINC C OMPANY. INC.
2./ Locq rioN C� S a Q Q DATE: r4- 14 19'1
e
�— m Z v � TOSS ROSECRq NS RU 20
DE SUITE 1
17 2 /. An DIEGO CALIFORNIA 92110
lNOR: O: CKD: DAR:'" zz225-9337 WN
v o I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVE - I
4 "PCC. SIDEWALK 4 "PC.C. SIDEWALK V/Cl/V MAP m RANCHO SANTA FE MENT5 SHOWN ON THESE PLANS WITHIN EXISTING COUNTY
DGB ✓.f RLS
G" TYPE "G "CURB I G "TYPE "G "CURB E GUTTER NO SCALE ° P/6HT - OF - WAY WITHIN GO DAYS AFTER 155UANCE OF THE
E GUTTER
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIV- PRIVATE CONTRACT
SEAVBe AGENCY WATER Ac ELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, sN /ET U /
THE STRUCTURAL SECTION WILL BE IN ACCOR IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOC COUNTY OF SAN DIEGO
DANCE WITH SAN D IEGO COUNTY STANDARDS /A TED WITH TH /S DEVELOPMENT OR UNDER MY CONTROL. ENGINEER DEPARTMENT
SWEETS
PRE';ISIt)rJ AND A5 DETERMINED by THE MAT15. LAB. PLANS FOR THE IMPROVEMENTS OF
MgR 2 1 1974 ('roldlC>4L ALL :; Ccno "SJ OWNER C
TYPICAL VILLAGE PARK NORTH COUNTRY
MICROFILMED STREET SECT /ON mT o"'�SNT'Ze¢�" WATER SER`"`�5
M GOT /0 SHEET 2�¢ 9•�f
INTERIOR STREETS AND W/LLOWSPRING DRIVE 1I DESCR IPT ION APPRD' DA NO. DESCR /PT /ON HPPR'D I D.97E UNIT
NO. Z
NO SCALE COUNTY APPROVED CHANGES BENCH MARK
'AS BUILT" STRUCTURAL SECT /oNS COO4N6REEN WAY(STA. 0 +00 To 50 +50 SAN DIEGO COUNTY LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT
Me. Description Approved by De,. % ��IRON P/N /N CONC. STEEL POST ««nmon ed for Appr Approval
7 +20 TO 8+05 4 12 +45 TO 14 +43)AND ALL otmER STREETS- 2"A.C. OVER 4"CL. 3 A.B. Description: �1
o VER � ° CONPAC7EDNATIVE; COpLNOREEN +5070 +20)2 "aC. OVER FLOOD CONTROL DISTRICT WA7r-R /t/OKfC5.4�'1•'r4OC�L 1 si1EEr 2 # 4 "
"E ��i�� Y(,"
.AWTED NA T /VE; COOLnREEN WAY (STA 8 #05 TO C.J. HOUSON : DIRECTOR OF DEPARTMENT APPROVED BY APPROVED BY: BOYLE ENGINEERING /6
1 p %! — M/ N ' N H seka ..n En
„ OF ANIT TION 6i LOOD CONTROL � °` °'' ° "° jn ceunry Enyfn «r
4"CL.3A.S. OVER 6 "Caq
t 11 +25 TO /2 +a5) -z /r A.C. OVER 4 CL. 3A.6, OVER G coHAaCTEO na1rNE SECRETARY - MANA ER ENGIN ERS FOR THE DISTRICT RD.
RO M /1/ P.
Engineer eF work Chocked ky
CdgCMGrPEEN WAY (STA. B +GS TO lI +ZS) -3 "A•C. OVER 4" CL. 3 A.B. OVER BY C DATE /9 �� Recerd Fmn: COUNTY O SAN 0
/EGO I , 7��G Appr�a date
T• tq -2
6" CONiIflICTED AfgTNE. DATE' O 6 ; f 9 -/s c aOi- 2070/ �� „ a 3IGh El.v: /29771 D.+e.n:
U,S.C. � 6.5. �`"'�' R.C.E /O Z DEC7� It R.C.E. DATE I.D.NO. AS -DUILT k. ;.
FILE NO.
GENERAL NOTES
SPECIAL NOTES SEWER NOTES WATER NOTES
1. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL B£ CONFIRMED BY FIELD MEASURE l ALL WORK SHALL BE IN ACCORDANCE WITH
THE LEUCAD/A COUNTY WATER DISTRICT (L C.W D ) STANDARD SPECIFICATIONS. l WATER WORKS SHALL BE CONSTRUCTED !N ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL
WATER DISTRICT
MENTS PRIOR TO CONSTRUCT /ON OF NEW WORK.
2. SEWER MAINS AND LATERALS SHALL BE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION Of ALL OTHER UTILITIES 2 WHERE
ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP Of PIPE PROFILE IS 4'(48 BELOW
2. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.WD SEWER SPECIFICATIONS.
CENTERLINE FINISHED GRADE OF STREET.
AHEAD Of CONSTRUCT /ON TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION
OF EX /STING FACILITIES, 3. THE CONTRACTOR SHALL SECURE APERM /T FOR CONSTRUCTION PRIOR TO CONSTRUCTION 3 MANUAL AIR RELEASES
SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MANN PROFILE.
3 CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACT- 4. COMPACTION OVER AND AROUND PIPES
IN EASEMENTS TO BE 90% MIN 4 UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE Mrr THE TIME AND DURATION OF SHUTDOWNS
CITIES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES TELEPHONE 232-4252 EXT 7569 5 THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.WD.
INSPECTOR BEFORE BACK FILLING OVER ANY SEWER #YES. OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT
4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 6. NO REVISIONS SHALL BE MADE TO
THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W D. ENGINEER. 5 A. C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON
THE PROLONGATION OF THE
OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
STREET RIGHT-OF-WAY LINE WHENEVER POSSIBLE.
7 APPROVAL OF THESE PLANS BY THE L.C. #D. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 6 INSTALL
FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT.
5 CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL OF OR THE EXISTENCE OR NON EXISTENCE
OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
COORDINATE HIS WORK WITH THE COMPANY REPRESENTATIVES. TELEPHONE 298-0595 PROJECT. 7 CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT
FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH
6 CONTRACTOR SHALL NOTIFY THE OCIVENHAlN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR DISTRICT FACT- 8. THE DRAWINGS AND THE DATA HEREON
ARE HEREBY MADE A PART Of THE SPECIFICATIONS.
WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN MUNICIPAL WATER
DISTRICT
CITIES AND SHALL COORDINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753
COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK.
9. ALL PIPES SHALL HAVE A 41NCH MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.CW D. STD. DWG. S-12. Q8 LOTS NUMBEREDI,3THRU
804RE TO REC /EVE A IINCH COPPER WATER SERVICE. LOT /O TO RECE /!/E /%2 /NCH
7 CONTRACTOR SHALL NOTIFY THE L£UCADIA COUNTY WATER DISTRICT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECT- COPPER l4rATER
.5'ERI� /CE.
ION CAN BE PROVIDED. TELEPHONE 7S3 -0/55 10. INSPECTOR SHALL BE FURNISHED 3 SETS OF CUT SHEETS.
9 CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOBSITE AT ALL TIMES.
8. AS BUILT WATER LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO NOTICE OF Q Il. ALL LOTS SHALL BE SERVED
BY .4 4 /NCH V.C.P LATERAL SET AT ,4 MINIMUM GRADE OF 2.0 % W/TH A MIN. DROP OF 0.3 FEET
COMPLETION. / AND AN INVERT DEPTH OF 6 FEET BELOW THE TOP OF CURB AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY
L C W D. LOT /O TO BE S'ER!/ED BY 6 /NCH l!G'P. LATERAL .
9 CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT FOR EXCAVATION WITHIN COUNTY RIGHTS-
OF 12• STANDARD SPECIFICATIONS FOR L.C.W.O. SEWER CONSTRUCTION ARE AVAILABLE AT DISTRICT OFFICE.
/O. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF CABLES AND 13 ALL CONCRETE TESTING REQUIRED BY
THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR SEWER LATERAL DATA TABLE lcoNTJ
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 14 JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W.D.
LOT MA /N DROP EL E V LENGTH CURD AFPTN REMARKS
NO. /NV. TO AT ELEV .4T
ll. ALL ELECTRIC AND GAS SERVICES WITHIN THIS SU801YIS /ON ARE UNDERGROUND INSTALLATIONS, FOR LOCATIONS OF ELECT- IS THE CONTRACTOR SHALL CONFORM
TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, ELEV MA 11V 1t . &
RIC CABLES, GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER
PROTECT /ON FROM THE HAZARD OF CAVING GROUND DURING
y iALIr/
12, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE- THE EXCAVATION OF SUCH TRENCH OR
TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR D 4.9 MENTS AND BEAR THE COST OF RELOCATIONS. ALL TRENCHES
FIVE FEET OR MORE /N DEPTH AND APPROVED BY THE OWNER PR /OR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, THE PLAN SHALL BE PREPARED BY A ; l3. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR
SHALL BE REGISTERED CIVIL ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTORS EXPENSE. + SOLELY RESPONSIBLE THEREOF
4 16 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 /NCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED Sig �3 PXi
' l4. ALL UNDERGROUND &LATERAL SERVICES SHALL BE INSTALLED BEFORE THE CONSTRUCTION Of CURBS, GUTTERS OR SURFACING Of CLEAR Of DRIVEWAYS.
coo ;
THE STREETS.
17 BACKFILL NOTE WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTSSHALL BE SUBMITTED TO THE DISTRICT INSPECTOR G /
.3 a df Ar l //
l5. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. BY .4 QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED
PER DISTRICT SPECIFICATIONS.
:9:2900 - 1 Z;Ijd Cal 0005
16. ALL STREET LIGHTS SHALLS BE STANDARD 1,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHTS UNLESS OTHERWISE •
In«
NOTED. /B. t't!C. 5 fv K P /AeIr M.4Y t5t- .49 AN .447•!riCASG47w& TO VC. p 6n-�Av G7 2 /4
p
G
17 THE CONSTRUCTION OF ONE PC C. STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOCATION TO BE DETERMINED I+ 2717VU .9
IN THE FIELD BY ENGINEER OF WORK PGG SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY / L 7X� 5.5
LINE. USE STANDARD DRAWINGS 6 6 AND 6 7 2>rI do' l/ ✓`-r'
79 /. ' 444
gow . 18 ALL TELEVISION 5ERVICES WITHIN THIS 5UBDIVISION ARE UNDERGROUND INSTALLATIONS FOR LOCATION OF
' D 4f
CABLES AND APPURTENANCES CONTACT: NORTH COUNTY CABLE TV 1 '
PO. BOX 727 SOLANA BEACH, CALIFORNIA 92075 l .3 3 2 avigo
PHONE 714 - 755 - 9361
/'7 7 ' +
t
Q7 .r r
Iq 576r71--f dr7A /N pWe:;�? To x KCA" s 1 - 1&50 eJ 0, .4 C,0 AT 7 oar /ON Try ' N
CONTfC,gCTO�. iiEN/75 U9/NG <1.C.P � l4LL !3E ACCOMpL /S�fC�/� U✓ /N6 rAC7OrC✓ 1
/� 14NCJf= �lCTUI�'>"�/7 P.fL` ✓�LL�rJ p /f'L� Of 5 ° O/�C /O °
/0 Z ,30' „J .� (. iv �tx. - 171.3
i
2Q ALL Aw/< SLOB) co7r - cT /ON 6voL1_ cvivr z" 7o,6 4TH 5fv_ &=rio" 7z, �ll -TOP Of CURB EL Ell i
Of= 44NU.4R1/ X7'7$
r d / -! - FINISHED STREET SURFACE /� - -- rl '2GJ93 Est' w�tcowsp��aG oc - rc U -
11
Of �rAV,ws Or 10. -1/� i, 0AZ A .C. n-M C c�-x/" -Y �r�r�v�v �t T - - AS BUILT
J 42' 0G;?04 .f5 w1,c<ow5,dra,Var.� -r�ti2
60C.At' OF 12- /.3.9990, 9 / / A. C.OVLAZ COUNTYAA7:`irov 4 V el49E: 4 g wi"
JIES 14 - 15 1�7 %, 3'r2'A.C. Ob`�fC COUN7YAf�f'1Q7VL�L7 ,�Q�r INVERT DEPTH P CURB - 4 ' w�cyorvewKine9 crc-
0
- - - LATERAL INVERT g wrc ru9grn�tsar�
POPA�`9 Or Ai -17- I d"I A.C. 00!5 COGOY7Y�J�'/�l -f�'p Ci45L� INVERT ELEV PA!` wrctonK,rx>r�bcx- O+a�
1 0 0 CA, �& OF /8 -20ya, aXeA.C. Ot CCUNTY AP)tvm �v EW49
0.3'MIN GRADING PERMIT N0. L -76517
22. {OY9�f= 5iO4W OL�5 ANO /zUHe , 9TM&_;eT L1GffT5 SHALL f3,>e- ONOWN ON Tf•f� �i45- 4 "9W 6'VCP P 2.01. MIN
PRIVATE CONTRACT
VU11- T LWAYSi/NG0 ALL . SXALL AV&- L.0C.47 &'V &V1Tff1H M•fit!" r_xwO-
ICA7?!C7 1 <A9HT Of= "%AK, 0,7 )v179V11-1 i5r45&l -f2ZHT5 ,CXri:7 /CA7i!! TO 7 00UN7Y0� � _ LATERAL INV ELEV 0 SEWER MAIN
SHEET
MdN /7IL LENGTH COUNTY OF SAN DIEGO J/1
ENGINEER DEPARTMENT SHEETS
PLANS FOR THE IMPROVEMENTS OF
TYPICAL SEW LATERAL PROFILE VILLAGE PARK NORTH COUNTRY
NO SCALE
COUNTY APPROVED CHANGES i UNIT N 2
� BENCH MARK
Me. D escript ion Approved 6 Date d 7EWL "MO *commend or A rgp al Ap �
BALI FiPICIl1 ♦ P PP Y V I2 /l�a1 V INS'. . or
Descrip
REV Sd�rvER N/ATER sdiiPVicES ,zf/�9
�yj y 1�r`��9 Av O SuoYdivisien Engineer 4bK�E County, Engine
MfiN a 7.1979 RO rua w ,w 4, f3., 4: O` �acatiea: ,
B i 1�+1Z M " M �rawy �� [ngIn • werk Checked ►y
....a ,... Record From: CO A� .��N r.7 -�/� T. AI
I �ICPOFILrn�� - ,r+S
fv111%ROl�9LME0 t Elev: /29 ?7.3 Dotvm:
llSCtaS Approval dcee .
R. /v za ckEc l y 34x9- 2
FILE NO.
r
•