829 COUNTY OF SAN DIEGO TRACT NO. 3660 -1 CARDIFF,
E N E R A L NOTES CARDIFF SANITATION DISTRICT OL TY PICAL G ENERA[ MUNICIPAL MATER SYSTE STRICT ? SAN 00600 COUNTY W
OR K T O BE DONE
1. A PER" ;' SHALL BL uSIAINED FROM THE COcNo 0 -!MtNT JF PUBLIC WORKS FOR SEWER NOTES
ANY WORK WITHIN THE STREET 1116HT -OF -WAY. " I. WATER WORKS SNAIL If CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS THE
OLivENHEtN TA # ,- t4APRC)WEh +T„; c °t)ra,,5t (if TOO Fnt..ttw+ T:; qrr 10 BE All WORK SMALL BE 0 197 1N ACCORDANCE Wi7 THE DIEGO STANDARD
SPEC FOR PUBLIC
WORKS CONSTRUCTION, 197 MUNICIPAL WATER DISTRICT, CONTRACTOR SMALL NAVE A COPY OF THE STANDARD SPECIFICA- 00%f
At`('(11RD9 ^r(, TCi T.HF`•f PIA ^.S 101E
2. IME STRUCTURAL, SECTION SMALL BE IN ACCOR1Ar+,i 9 EDITION, THE 1979 9 SAN DIEGO STDARD ADOPTED PROVISI
`t 11w TAN DIEGO COUNTY STAN - SAN TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN T10NS ON
THE JOB SiTE AT ALL VIALS. {'Itt! NTr cv
fCrthFF fP S?E rt
PA*�E:N..T %Ta�,T)aa;s rsPftcF :
DARDS AND AS APPROVED BY THE MATERIALS IABOkAT;iZY DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." 2. WHERE ELEVATIONS
AND GRADES ARE R67 - SHOWN ON THE WATER MAIM PR�ILt. TOP OF PIPE A ND SF'EF :P Ji ! "> F00 Fi . HEFFH + tic S)E!E]I +_,,)r,
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SM;;hw DOES N:IT CONSTITUTE APPROVAL PROFILE IS 44' BELOW CENTER LINE FINISH GRADE Of
STREET. �y WA K ► S T EE;1 ". ++4fwL)ST L1A Ft; Vi. taFeAry I NC;:s
I. TRENCH WIDTH SMALL BE PER SBRSD NO, S -4 UNLESS OTHERWISE SHOWN. ��
Of ANY CONSTRUCTION OUTSIDE THE PROJECT BTJUNOARY, C% Ay
2. PIPE AND BEDDING CONDITIONS. 3. INSTALL A MINIMUM I -INCH WATER SERVVCE TO EACH LOT. METER TO BE LOCATED 5 -FEET
_ $1V {
4, All UNDERGROUND U11LIT1:S WITHIN THE S1PtEtT RisF+T- OF -WAY SHALL BE CON-
FROM A SiDE LOT LINE. A 3/4w Mi6H LETTER -W SHALL BE CHISELED IN TOP OF EXISTING
STRUCTED, CONNECTED ANU +ESTED PRIOR TO .:CN;TRUCTIUN OF BERM, CURB, CROSS (A) ALL, PIPE SHALL HAVE 4" MINIMUM OF 3N INCH CRUSHED ROCK BENEATH THE PIPE. CURB
OR IMPRINTED IN NFW CUR/ AT ALL WATER SERVICE CROSSINGS. n M DR
GUTTER AND PAVING. (8) Y.C.P. AND A.B.S. TRUSS PiPE BEDDING FROM BOTTOM OF PiPE TO (6)SIX INCHES 4, MANUAL All RELEASES SAKI K INSTALLED
AT ALL #1190 POINTS IN ENE WATER VAIN PROFILE. *r�
MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL. CRUSHED AGGREGATE. NATIVE FREE
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON DRAINING GRANULAR MATERIAL WAVING A SAND EQUIVALENT Of 30 OR BETTER, S.
UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING PAIRS SNAIL It MADE WET. THE TIME O
THESE PLANS WERE OBTAIN€O BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6)
SIX INCHES AND DURATION Of ANY SHUT DOWNS OF EXISTING MAINS SMALL BE MADE SUBJECT TO APPROVAL n
OF OUR KNOWEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON MINIMUM ABOVE THE PiPE SHALL BE 3/4" CRUSHED ROCK. A.S.S. SOLED WALL
PIPE MAY BY THE DISTRICT. II
THESE PLANS. HOWEVER. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY BE USED ONLY WHERE PIPE INVERT GRADES ARE It OR GREATER.
MAPR $T ARD DRAWINGS Nti
MEASURES TO PROT ANY EXISTING FACILITY SHOWN HEREON AMU ANY OTHER 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS
SNAIL B[ LOCATE
IS NOT OF KCORO OR NOT SHOWN ON THESE PLANS. 3. AFTER COMPLETION OF PIPE LAYING, ALL 1410 LiNE SEWERS, SEWER SERVICE LATERALS AND ON THE
PROLONGATION OF THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE,
STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL PREPARATION OF SOBGRADE E A_C,
PA11NG..tSEE TYPIP.AL SECTION 9 NOTE •2`.,
6. LOCATION AND ELEVATION OF IMPROVEMENTS TU BE NET BY WORK TO BE DONE SHALL 7 . INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED
BY FIRE DISTRICT. AS SHOWN ON DRAWINGS.
BE CONFIRMED BY FIELD 11EASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. BE USED ENDLESS OTHERWISE DIRECTED BY THE ENGINEER. L
6" TYPE "G" CURB• %' " 2
..
B. CONTRACTORS ALBEIT ACQUIRE A TRENCHING PERMIT FROM THE CAL i "
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SORSD NO. S- 17. PRE -CAST MANHOLE BASES IA DIVISION Of INDUS -_
..,........."` " " ^� " "' " " .. • }
CONTRACTOR Will MAKE EXPLORATORY EXCAVATIONS AMC LOCATE EXISTING UNDER- ARE ACCEPTABLE TR1 ETY FOR ALL TRENCH WORK WHERE FACILITIES
ARE Ta`��`�T�TEb Ito 6i1TO VICINITY MAP 6" A.C., 4EAF TYi#E "A "..,..,.:..,. .............. G 5.. r...»» ..,. :...,..._.s.«r,.w+�+- .,.w.,
E FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL, O ItYUNlC11AL WATER DISTRIC COPT OF PERMIT SMAL BE
, L T
GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS R T THE OfNHA1N M ENR1 SCALE? CROSS GU
TER ....,.
.......... .......... . ........, ...,G- T,,,...:,,.,..,;..,
TO PLANS If REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 5. THE CONSTRUCTION Of SEWER LATERALS PER SDRSD NO'S 5 -13 AND S
-14. LATERALS SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK.
FACILITIES SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. SIDEWALK.,,,.,.,.... ,.,,,, ,. ..G- 7,G- eft,. .,,....
9. Flll AREAS AT MATER MAIN LOCATIONS SMALL HAVE A RELATIVE MINIMUM COMPACTION OF 901. " " '
' ^•...:. -.,. }
:...,,
7, THE CONTRACTOR SMALL NOTIFY ACI SAN DIEGO GAS i C ELECTRIC
ORDINA COMPANY PRIOR TO 6. All MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COYER. 10. FIRE HYDRANTS SHAH BE ",IQI TES-
,I 3�¢',E_C1 6GlAl.L1f1: OR GLOW "B60" W11N A MINIMUM OF SEWER MA
TI, NAME SIGNS ,.IN. r.'.............,. ...... ......... .....DS- 13 ..,..........,,
STARTING WORK NEAR E FACILITIES END SMALL OOROiNATE HIS WORK W11N
COMPANY REPRESENTATI WE . ,,... ...._..........•.. »., :. `.....`. +^ .rwrrw..rrw
7. THE FINAL LOCATION AND EIEYAitON Of SEWER AND WATER LATERALS SHALL 8E SHOWN ON
NOTICE: ALL ELECTRICAL AMD GAS SERVICES WITHIN THIS PROJECT ARE ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 36" CLEARANCE MAINTAINED AROUND
HYDRANTS, 6" STEEL PIPE POSTS SMALL BE REQUIRED WHERE "
HYDRANTS ARE SUBJECT TO VEHICULAR DAMAGE. 4 SEWER LATERAL_ ............................5- 13,5••14.,...,,..,.;,.
SNDDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL 8. ALL DESIGN CHANGES U SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER I4
MHS3,
AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS 6 WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 11. REVISED STANDARD SPECIfICAl10N
FOR S1ERILIZATIOM. SECT C -1 TO READ AS FOLLOWS: CONCRETE MANHOLE....... . ..... ................• -17 •,,,,,,..,, „.,,,,,,,
ELECTRIC COMPANY. A CHLORINE CONCENTRATION OF APPROXIMATELY SO PPM Olt THA WHICH Wlll PROVIDE ASBESTOS GEMINI
WATER PAINS, CLASS 1SCI,,: , 4
TELEPHONE: FILL AREAS MUST Of COMPACTED TO 901 PRIOR TO PIPE INSTALLATION. A MINIMUM RESIDUAL OF 25 PPM 1N ALL PARTS Of THE LINE
AFTER 24 HOURS HAVE ELAPSED. T" WATER SERVICE " « 6 }- 1/?".....• ..... ...............................
f�qN£: 235 -6323 W
8, THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO START- 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT
48 HOURS iN ADVANCE WAVER METER BOx
ING WORK NEAR COMPANY FACILITIES AND SHALL CORUDINATt HIS WORK WITH COMPtN OF BEGINNING WORK TQ ARRANGE FOR INSPECTION Of PROJECT. 12. ALL
EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, +.e., LINE CROSSINGS, LINE ,.
REPRESENTATIVES. 11. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE All WORK FDA A PERIOD Of ONE YEAR PaR4LLElING OR PROPOSED CONNECTIONS
SHALL BE FIELD VERIFIED. « BUTTE NFLY VALVE ASSEMBLY AMC 90%,.,.
NOTICE: ALL TELEPHONE SERVICES WITHIN THiS PROJECT BOUNDARY ARE " UNDER- AFTER THE DATE Of ACCEPTANCE Of THE WORK BY THE OWNER AMD SMALL REPAIR OR
REPLACE • FINE HYDRANT 8 FIRE HYDRANT SERVICE:.....,,..,. ............. „,..,,��,,
GROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES ANY OR ALL SUCH WORK. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN
SO DOING, ...,..
« '
CONTACT THE PACIFIC TELEPHONE COMPANY, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANC /OR MATERIALS WITHIN THE ONE YEAR PERIOD
CONSTRJt1lON OF A.C. X A.C. fLANO,E TEE FF'
TELEPHONE: 298 -0595 1" DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEaR AML' � �
WITS FLANGE ACP VALVE , , ,.
9. IT SMALL BE THE RESONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. .E ,
BROW -OFF ASSEMBLY ......... .............. ....... ........... .v,...
AGENCIES, ADVISE THEN Of THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF ;'USLlr
wok.'; FOR 4 - PC C �� IDENTICAL PO'11T
«
RELOCATIONS, IF NEEDED. ANY EXCAVATION WITHIN MAW A': AIR RELEASE ATSEMK Y.,.. E %1STING COUNTY RIGHTS -Of -WAY.
C S+DE,IfAiK _.� ��.,. - • • • ,.,,,,,
4 TYPE "B" CURB INLET ..........................:D .'....,..>....;.... »..,,..
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS 1 3, "AS BUILT" DRAWINGS MUST Of SUBMITTED PRIOR TO FINAL ACCEPTANCE
Of THE WORK.
FOR LOCATION Of CABLES AND APPURTENANCES CONTACT TIMES MIRROR CABLE TYPE "C" CURB INLET ,.D 3 .,,;.,,,,,,,,-
"
COMPANY; TELEPHONIC: 741 -8263 14. THE DEVELOPER MAY BE FECqutM TO 6RAm AN ACG.E% ROAD TD Mknl'TAI+.! ANy FV&X SEWERS F�,b11 NG 'O
f F'ORTt01J5 of MEOW STO" DRAIN..... , . , ..
Ii. POWER SOURC AND RUNS SE STREET LIGHTS SHAT/ BE SHOWN ON THE rON5TCTEo i411
RU//Irl EASET'4EWT'S AND "Ay BE REQUIRED m OEUtCATE AOCATIM AU ES$ vre o� .r
"AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SMALL BE LOCATED WITHIN THE EA:)ENENTS To MAIt^04 THE F' LIC SEWERS.
TO BERft0ff5E'UCTED STORY DRAIN CIEANOUT TYPE 'A " .................D 9..,.........
DEDICATED RIGHT -OF -WAY, Ol WITHIN EASEMENTS DEDICATED TO THE COUNTY OF ST:L1 7 . FOES LW- TUftIRAFfle
HEADWALL TYPE «A" ................... ..... and a/ iva"ty, real or aUeBed.
SAN DIEGO. " 'ADCWAO, I, 1C Uk LOCATED bl.�ilND EXISTING -1 i?k� D -30...
12. THE LIGHT SYSTEM FOR THIS PROJECT SMALL BE SUBJECT TO THE FOLLOWING' TREES 10 8L '�AVLG ALJN,, Lt AMINU WEAL FROM TO'
53' - -' fRAOMVIALL TYPE «B"
A, CUT - OFF LUMINARIES SHALL BE INSTALLED WHICH WILL PROVE TRUE NINETY STATION 2U1•T5 To �TATI N - � -a, ',1DEwALr ,
- 63' RIP RAP., .............. ......... D_40 „.... ....
DEGREE. (90') CUTOFF AND PREVENT PROJECTION Of LIGHT ABOVE THE HORI- 1S TO 8E PRIVATELY MAIN TA +t•.1 .J CD FUR 5 5 2D. ?
- - 32.8' -- 32.8' STREET ITGNT SYSTEMS FOR
ZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT EMNITTiNG REFRACTOR PUBLIC ACCE',5 BETwECN ' A:;)YL MENTIONED # , IDENTICAL
ELEV EXIST. AP $ER TO EVATEON HOiIiH
RESIIiEENTfAL AIRES «,: ",..,,.............,
OR DEVICO. STAilONS k SHOWNQN BE REMOVED_ I PLANS E.} (E }3•) (E-
S. ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM VAPOR LIGHT SUBDIVISION A. DUNDAPr ?, 2.0; PROFILE _ _
� _ 1 � 2,04 SERVICE POINT (120 V -A. C. UNLESS OTHERWISE NOTED).,,,...... S -'P•
SOURCE. (MEN ») P.V.C. TYPE 11
C. ND MERCURY VAPOR QUART/ ME /AL HALIDE Oft PHOSPHOR COATED HIGH ORES
�A. PAVIu� oufeo.G. '� -.1 WITH 2 -PTO TW (NTH.) L7DPPER. ........SDI -LOT,
SURE SODIUM LAMPS SMALL BE INSTALLED. 40! NATIVE SoWjo E
CONTIGUOUS 6" TYPE "G" CURB A.C. PAYING 03 -,1/2 OW (01.........0...... .,SDI- 106 ...............
13. NO PAVING SMALL BE DONE UNTIL EXISTING POWER POLES ARE REMOVED FROM THE 6 BASE
4 "P.C.C. SIDEwALM *(SEE NOTE ABOVE)
AREAS TO /E PAYED. '(SEE NOTE ABOVE! (SEE NOTE 2) TWO SIDED BLUE REFLECTIVE MARKERS ................
... -R.M.
14. TWO SIDED BLUE REFLECTIVE MARKERS SHALL BE INSTALLED AS SHOWN ON PLAN YiEw. TYPICAL SECTION -•126' STREET (ND SCALE)
GUARD POST FOR CURB TRANSITION W1 N4 M044S
EL CAMINO REAL PEDESTRIAN lillq,,....,. ... .. .......SDG- }DT ...............
CONCRETE ENCASEMENT
6 r \ 8 C�TE DRIVEWAY ....
K", ..__. STOP SIGN . .....
5 \ 6 . 52'/44, - .......................... R-11 a"
30' / 12 , ..
7 �:� � f ' C 10' 20'/ ir' - - - �_ `
1 p' 1, CONCRETE SHALE WATER �. '1".J n C
PRIVAT 24" ACD / -, -_. i ��� ER IMPROVEMENTS PER OLIKNHAIN M.W.D, SPECIFICATIONS AND/OR STiNIDAft
ORAVI[F�
6 21 _ ELEVA S HO W N O ROFILE I 6R 1MPIt
2.01E
•
SIDEWALK ENTS
V _ 2 , f9 SEWER . r . .. .
SUBDIVISION BO 4 / / ( / I ` �4, 1,_ _ - i - �1 WE MAIN.., ....... ....
...
_/ ........... .
/ - - SUBDIVISION BOUNDARY 2• LIMITS OF STREFY C0
RE 6 "A.C. BERM
UNDARY .
6 "A C. BERM PA G ON 4 1) ON 9 NAIWC `5006RADC
\� ( VIN „ :G .
8 "P.Y.C. SEWED - -- WATER MAIN .............
,( 10 A.0 lrq. 1 i TYPICAL 52'/44' STREET PAVING SECTION ( N 0 SCALE) STORM DRAI11.,.......
K
LEGAL DESCRIPTION I 8' A.C. WATER ;1300 O L - EL C HE ...:,.
2 AMI#!O COURT A1AUAtx .
THE LAND REFERRED TO HEREIN 15 SITUATED 1 THE STATE OF CALIFORNIA - -�
COUNTY OF SAN DIEGO S2' STREET PAVING SECTION 15 FROM AND IS DESCRIBED AS FOLLOWS: /'--- _._...
r04JR18YAGREf tOCO)g1V1Mi'F 140kx C. Fv 4A 4*p,✓rrfm1NrS"
10" I
( ,` A.0 WATEg STATION 1 «06.56 TO STATION 2«23.03 SHOWN ON rNfSif PLANS A'rrt /�+I KA S71&(, C#U*jY
R *41Qf
COUNTY Of $AM DIEGO TRACT NO. 3960. BEING A SUBDIVISION OF THE �..Z 7!• WAY wfrHmp60f9AYSAf114ISSUAAYC1
GAF rf4yE �r9pCjYAp*
`"J __ ______ _ .__ -- -. .._.- .- - -.__ __- .____ -- --.__ _.
EAST HALF OF THE SOUTHEAST QUARTER Of SECTION 23, TOWNSHIP 13 SOUTH, � I 9 AFRAiiT AND rO PURSOE ScX
P4 wt)RK Af'rivfj Y IlN fVf*Y
r` -
RANGE 4 WEST, SAN BERNARDINO MERIDIAN, iN THE COUNTY OF SAN DIEGO, PRIVATE 24" ACD 4 1 -.. _- ' NORMAL
WOR DAY LNNTrt C(}Atf°JETft) 1RRfSPfCrtv/f
STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF, B B �' ?0' 23' ,'
& AND INDE OF ANY OrNtR WORK AS.�YArj0 wrr+w
- - -
PRIVATE 24"ACP 3 ' C SEWER y PRIVATE 18" ACD -- __.-- --_ -_- __. -_- _..._. ect " rHiS PROJECT
Oft M
UAIpERrGONTACiF °
' O O . O 10 L.
O - � B P V 1 _.__ .dKtNe o0 fR oarvcwAr di; `
SITE ADDRESS _ _,� 8, -P� - SEWER RIVATE 30" ACP -.- N REAL ii, �' CAavoRr IC L'At a
8" AC 4' D.G oN ��__ OWNER ,- {4
ENCtNITAS. EAST OF INTER5IATE 5. -1 i s coHt. sS f j•s z n,s' AD DRESS } SOON TOY Y l0
T
1 t
WEST SIDE OF Et CAMIND REAL APPROXIMATELY Y - _ _ -_ ___. _ _i __ -._ - - - 4�EXI TING 36" RCPT
S,' ' s "W,rnvA i "C SAN DIEGO. CALI OBOE A
$60 FEET NOITYE OF THE INTERSECTION Of T� E %I STING 30" - -- __..._ - - - -- ..__- -.- I
_ - - - - - - - - -- -- _ EpFy,
MANCHESTER AlPFOX 010 ft CAMINO REAL. RCP � � SLl/OIYISION BOUNDARY ASSESSOR "S PARCEL
" ?62.062 01, •OB. " «
�J-
~1900 `'EXISTING TO "' AC WATER � 1 g OIrcH ' CoNC�'
-
Z ONE INDEX KEY MA P TYPICAL PRIVATE 0R'1"WAYS �+ _ %3 I�, 11 It 14 14 AND 15 ARE +
v. - _ (nD SCALE) Pt.ARI ;1 - 0271"
O - -- INDICATES SWEET NUMBER ---*----INDICATES SEWER MAIM
L 1/Z' �'�►c�
r ami Y 4 - -- INDICATES LOT HUMBER - - - - -- INDICATES WATER MAIN r FICXx3EJ[71VTRpl_ D RIOT P, A171 '
N , �
Gontrseta sp erx Char he sfial! aantmr sok and twm Pin a rap bilit fc,r > ,
altr otstYdit em 4tiAm t►e.catrse of comnraetitln of tlti6 Project,1wkv ft ale" of all .. _ -. _ - IAN ON#04BONMTY now comirii U. 06T
KT
INDICATES STREET EfT LIGHT - - - - - -- INDICATES STORM DRAIN �"' 1 OEMVWRfA1EaT ptfDtfC wDNrts
�nase asd that ty►is oeqrin+eMeet ttkall rpphcamummtdyaWvwbeIW
` p' ��� IMIFTrr MI�P BRM iI
tat 1 to 1►on"I 1flr n; ants that the Contractor, shall defend, 4xkw#Wy and
WW the ()vrnerrr harmlexs Fran any - -- AME -�
INDICATES STREET N SIGN SUBDIVISION BOUNDARY SCALE 1� 20 ' 7 '�' +� ° + `
it eamate ko with thr Pe s mancr of work an dint hoject tetcepRipj fo r IiaEibi 0 /
;'' RE10NE PfIMMUT NO 4 �
cilia/ lrasn the atr{c at�l once a( the OMt6rr or the Ftw ea. # -- INDICATES FIRE HYDRANT a sort r Z4A
.,..,. 11PMWliBT - IMPROVEMENT PLAN FOR*
COG C IVIL DE 818 N GROUP, O UP, L T0. ��� g o vies" m P4ERIRNT rra�. P7
_BATE Z ,�S _ F
5604 11 1 �w►w 6wwa 66TH o+ro c•�worw++ 04 n, -n»
, r ___._ -__...
GJtAOtN(,r PE RRMT Np
r�
..-- + . L ORS
�VVE ACi1EfsK.;Y
HEATER HICY
A C�'�tAUVGIE�3
_ _ 1 1 CsaStaAL.N.n.a/ _ _ •- vEdYrGJ�r7lflM� Mt ER LJir7 t r4t4 t # M 6 V Isas
!pwam MAW
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