351 V
GENERAL NOTES: CAMINO PARK NORTH WORK TO BE DONE:
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT Of IMPROVEMENTS CONSIST OF THE FOLLOWING
WORK TO BE
TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. A DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO 1 \ G ��T( O _ 1 COUNTY ENGINEER DEPARTMENT
STANDARD SPECIFICATIONS
COUNTY STANDARDS AND ASAPPROVEDBYTHEMATER IALSLABORATORY. AND SPECIAL PROVISIONS FOR IMPROVEMENT OFSUBDIVISION
UN IT
STREETS AND STANDARD REFERENCE DRAWINGS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. LEGEND -OL/ ORA1Y/MA'V1h(S 7NM(!N!C /PqL Wi4TE�P0 /STiP
/C'T STA/VDA.PO
OR SPL�CIF /l'AT/ON.QEFE�PENC6.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE SEWER' NOTE T E S
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, • THE 6� ..DING OrST,QEETS rSEETY, 6f0".5EC7%0N1
CURB, CROSS GUTTER AND PAVING.
• THE P,fEPA,PAl/ON Of SUBG/PADE AND P.Ph'/NG Of S7;PFE1T5
5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES /SEE 7YRICAL SECTION ANO AV76S/
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE W A T E R N (E S 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE
LEUCADIA COUNTY WATER DISTRICT (L. C W.D. )
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING STANDARD SPECIFICATION. • THECONSMIICT /ONOFTYPE "G "CU,PBj'GUTTER
-- - - - - -- C -2 - - - - --
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 1. WATER WORKS SHALL BE CONSTR CTED N ACCORDANCE WITH THE STANDARDS 2•
THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. • jyE CONS7,P(/CT /ONOFCU,PB GUTTE .P . ROLLED - -- - G -4 -- - -- -
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY OF TFir OLIVENHAIN MUNICIPAL WATE DISTRICT. CONTRACTOR SHALL HAVE 3.
THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF A COPY OF THE STANDARD SPECIFICA ONS ON THE JOB SITE AT ALL TIMES. BACKFILLIFIG
OVER ANY SEWER "Y "S, • T11ECONSTRUCT /ON OF P.C.0 S /DEWNZe ------ - - -G -7 - - - - --
RECORD OR NOT SHOWN ON THESEPLANS. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 2. WHERE ELEVATIONS AND GRADES TARE UT SIiUWN ON THE WATER MAIN PROFILE
5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W.D. • THECONSTRUCT /ON OF RAMP FOR CURB,CUTTERpf $ /D4N/i4LK - -_ 6-8 -
- - - --
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO TOP OF PIPE PROFILE IS 48 INCHES. BELOW CENTER LINE FINISH GRADE Of STREET
6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS • THE /NSTALLAT /ON OFGU�IRDPOST f BARRICADE - - - -- A/9 - - - - --
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 3, INSTALL A MINIMUM I "-WATER SERVICE TOEACHLOT. METERTOBELOCATED 5FEET FROM TO THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OF NON- EXISTENCE OF,
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES A SIDE LOTLINE. A 3/4 "HIGH LETTER "W" SHALL BE CHISELED INTOP OF EXISTING CURB
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS OR IMPRINTED IN NEW CURB AT ALL WAP R SERVICE N
VICE CROSSINGS. Y UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. • THE CONSTRUCT /ON
OFPAI/EMENT CUT.OFF!(/i9LL - - -- 622 - - - -- T�
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING NOTE. WATER SERVICES LOCATED ATIMORE THAN 5 FROM P.L. IS LOCATED ATTHE BOTTOM OF SLOPE. 7.
ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL OTHER
FACILITIES. UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. • THECI9NSTRUCT /ONQFCLWCRETE C. PM6Z1T TERfRETUR*SEGWA
/2______- -...
4. MANUAL AIR RELEASES SHALL BEI NS I ALLED AT ALL HIGH POINTS IN THE 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN
ADVANCE OF BEGINNING WORK SO ThAT
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY WATER MAIN PROFILE. INSPECTION CAN BE PROVIDED. • THE
1NSTALLAT10NOfSTREETS&,?WY AAW66ANENT -_ _ - AKV
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH
MINIMUM COVER.
COORDINA TE HIS WORK WITH COMPANY REPRESENTA TIVES. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. /ADAM60TT/a!P.S.
/7f/ _
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 5. UNLESS OTHERWISE NOTED, CONNECTI 'VS TO EXISTING MAINS SHALL BE
• THE /NSTALLAT /ONOFSTREETL/G//T - - - - - -
FOR LOCATION OF ELECTRICAL �
MADE WET. THE TIME AND DUR�TION )F ANY SHUT DOWNS OF EXISTING MAINS 10, ALL LOTS SHALL BE SERVED BY 4 - INCH V.C.P. LATERALS
SET AT A MINIMUM GRADE OF e f. Bf/f L Wx. "UNDERGROUND INSTALLATIONS " . SHALL BE MADE SUBJECT TO APPROVP BY THE DISTRICT.
2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 MINIMUM FEET • THE / HST, 4LLAT /ONOF5TREETL /GNT- P -SOM''--- E;E2CABLES AND GAS PIPING
AND APPURTENANCES CONTACT THE SAN BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L. C.W.D. CUT Off
DIEGO GAS& ELECTRIC COMPANY.
TELEPHONE: 6. A.C. BY A.C. ON LINE VALVES'WHEI REQUIRED AT STREET INTERSECTIONS 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER
CONSTRUCTION ARE AVAILABLE Al • 711EINS7ALL9710N Of S7'W46 --- - - - - -- O5-/3 - - - - - --
SHALL BE LOCATED ON THE PROLONGF ION OF THE STREET RIGHT -OF -WAY THE DISTRICT OFFICE.
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR WHENEVER POSSIBLE. 1 ?. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT
WILL BE AT THE EXPENSE OF THE -- } ------ - - -_ -_ e "��
TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS CONTRACTOR. • THE CONSTRUCT /0NOf Y.C.P. SEWER A/,4 1N -
WORKWITHCOMPANYREPRESENTATIVES. 7. INSTALL FIRE HYDRANTS AT LOCATIO REQUIRED BY FIRE DISTRICT. )3. JOB MIXING OF CONCRETE WILL NOT
BE ALLOWED WITHOUT THE PERMISSION OF THE �►�•
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE DISTRICT. •THECONSTRUCT /ON OF 3Ei(/ER MAN HOLE - --
-- - - - - -- - �--
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND 8. CONTRACTORS SHALL ACQUIRE A TRENT ING PERMIT FROM THE CALIFORNIA 14. ALL PIPES
SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. (•SIfPE
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. STANDARD DRAWING 5 -12.
3 K • THE CONSTRUCTION OFW. CEMENT W.*r4FiP /•V 46f SS 150 - - - - B � �
TELEPHONE: 298-0595. DIVISION OF INDUSTRIAL SAFE Y FOI ALL TRENCH WORK WHERE FACILITIES
ARE TO BE CONSTRUCTED FOR 0 TO TURNED OVER TO THE OLIVENHAIN 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS.
Y.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE MUNICIPAL WATER DISTRICT. DRY , PERMIT SHALL BE SUBMITTED TO 16.
WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE • THECONSTi4Y /CT /ONOfBUTTERfLS/YAII/E ASSEMBLY. -
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND THE nT PRTno Tn'TART OF Wf ENGIWEER OF WORK AND THE DISTRICT ENGINEER BY
A QUALIFIED SOILS ENGINEER WHICH
BEAR THE COST OF RELOCATIONS,IFNEEDED. CERTIFIES THAT TRENCH BACKF (RICNS WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER • T
C1157�50 OR EAU /Y�gLENTf
Q 0,? NOff y,9ZEA1,r.) SSEMBLY
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 9• REVISED STANDARD SPECIFICATIONS FOR STERILIZATION, SECTION C -I TO READ AS FOLLOWS:
IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM. OR THAT WHICH WILL PROVIDE SPECIFICATIONS.
• r//.c CONSTiPY/CT /ON ar/Q.CP. s7afA1LAPA /N -- - - - - - -
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT -- - ''� =
TELEPHONE: A MINIMUM RESIDUAL OF 25 PPM. IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED." 17. SEWER LATERAL TABLE IS ON SHEET NO.
/4 - -
18. THE CONTRACTOR SHALL CONFORM TO LA1OR COOS SECTION 6205 BY SUBMITTING A DETAILED
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER
PROVISIONS TO BE • )W CONSTRUCT /ON 0v'7Y,W ",B" CURB INLET - - - - -- QV/ - -- -
THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. • 7W CONSTRUCT/ONOFTYPE "C" CURB INLET
TO THE COUNTY OF SAN DIEGO. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND
APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING • ThECONSTRUCT /ONOF TYPE "B" CLEAN
OUT - - - - - -- D.f7 - - -- --
12 STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS,
THE PLAN
TO THE STA NDARD SPEC /F /C.4T /OVSOFrW COUNTY Of SAN DIEGO, AND THE SPECIAL SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL
ENGINEER AT THE • TNECONST�PUCT /l?VOF/I�AY,ML q /RRELEASE A3SAcyllGLY---- f- - - - - -- - p --
PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS.
CONTRACTORS EXPENSE. • 71/E69,Y57/P4 7YPE:4 "SEWER CLE,9N01/T - - - - --
13. NEITHER THE OWNER NOR THE ENGINEER OF WRK WILL ENFORCE SAFETY MEASURES OR •THE CONSTRUCT /ON OF CAP ASSEMBLY _ _
_ _ + _ - - _ /9 - _ _ _ _ _ twP
REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. 7
- T
P_ 52'-56' - 60' -84' I ' PL 5'EASEMENT PL PL 3IE • TNECONSTRUCT /ONO/ , QCOA -0, .051W.4W y- -__
14. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM FROM THE DIVISION OF 1 1 26' - 28' - 30' - 26' - 28' - 30' - 42 ' R eserved for
wear 28 • THE CONST/Pl /CT /ON OF jWIWf ,IERYmE LAl ERA
INDUSTRIAL SAFETY BEF04E ANY EXCAVAT ION ANDHE WILL ADHERE TO ALL PROVISIONS'OF ,
l0 16 l8 - 2 - 32 16' le - 20' 32 /O 14 l4 •THE CON5TRUCTIONOF ¢ "lYC.P. SEWERL/ETTEAWS r/S
df SfFAIiR lWTES �fL "�
THE STATE CONSTRUCTION SAFETY ORDERS. A COPYOF SAID PERMIT SHALL BE DELIVERED F J L_„0
TO THE DISTRICT PRIOR TO CONSTRUCTION / 5 I 5 LC.EIev. I Elev. Shorn T.C. Ekv. 5 5 6 4 5 VQ A/
shorn on ; on Pro/ik Shown on LOPE T.C. Elev. S on Pro/Profile
tik o '' S I • Tf/ECONST,P(JCT /ONOF /Y /.5,. T. / L 90DAIAIYL - - - - - - - D 3f - - - - -
-
SLOPE 20 P
/ roN on min. 2.0 Pro 2.0 /o s1 opE £Ter. Slaws
15. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO SECTION 72, STATE OF CALIFORNIA SHO - S WN ON SNOOK on <SHOOWA
SPEC /FICATIONS DATED JANUARY 1975. PLAN PLAN ON PLAN � tfk • THE CONSTRUCT /ON OF ACx ti FL h6s TEE N'
/Tifey Y*w - -- 4"P.CC. __- ... . _
16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING IM - SIDE NNL K
PROVEMENTS FROM DAMAGES THAT MAYBE CAUSED BY HIMSELF OR HIS SUBCAVTRACTORS IN TYPE G - -- / I T � - * •THE Q9NST,f6 OF
ALL 4 C. TEE - - -
CURBS GUTTER SIDEWALK--J PER l(b Mfo A7' L45)=7' ING L CURB B GUTTER ROLLED • THE CONSTRUCT /ON OF ALL A.0 CPIOSS
ASSEMBLY - - - - - - - - -
THE PERFORMANCE Of THE WORK. CORRECTION OF ANY DAMAGE CAUSED BY THE CONTRACTOR STRUCTURAL SECTION PER - i'
OR SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COSTOF THE A167,'95 T L.
5 A Epr
CONTRACTOR ALONE. • )W COW57A /CT /ON OF A.C. REDUCER - - -►-
T YPI CAL PR/ VA TE STREET SECTION. - - - - - - - -- - -
17 NO PAVING SHALL BE DONE UNTILL ALL EXISTING POWER POLES ARE REMOVED TYPICAL STREET SECTION • THE CnNSTRUCr/o,I/ Q� .TEAYPLiP.f►4Y
CUE- DE -S.4r' - - - - - - - -
OUTSIDE THE AREAS TO BE PAVED. SURDIV1SION BDRv
18. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. K9 e • 711F CONSrfMC7 10,4 OF CATiyJO /C TEST STi9T/O/V
r- -- -- - - - - - CTS. Q�
COUNTY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR open ► 112 121 .a rf/E CONSTRUCTION Of
CUTOif AYALL CEfmlow . 5"1011IFR - - - T -/O
,� dpeoe 135 134 119 12e ALTERNATE CHART �- ---
RESPONSIBILITY OF ANY KIND FOR THE DESIGN OF THE PRIVATE ROAD IMPROVEMENTS 3 1 ` Y.1 �® •THE CONSTiPUL"T /ON Of TXjPl6
BO.I'
SHOWN HEREON. THE BASE AND SURFACE OF ALL PRIVATE STREETS SHALL
CONFORM TO SAN DIEGO COUNTY STANDARDS FOP PUBLIC STREETS. Space la7 12o FOR STORM DRAIN PIPES - - - -O - --
--
Open �lao <_ r p V 12Z� y � •THE CONSTRY/lT /ON OF RESIDENT /AL OR./YEW.5 _ - _ -6/4• G /S•G
-/6
1 ; c > 4 Ilq RCP AC P REMARKS '
MAT SUBDIVISION SO ,�It 11 1 - 139 "132 O �. ly c, �� •THE CDNSTiPUIT /ON Of Tf�PE �4 "CURB OUTLET
_ _ _ - D -25_ _ _ _ - _ _
CH LI N 1 1380 D 2000 D -_
STREET PAVING SECTIONS I\ I �- �, 1 �„1 1a6 s \ r ' 1 m •THE CONST, Q(/ lT/ ONOfR/ PRaPEN6EiP� 'iY0
/,�S/PO�P / /T9Nf0 -�O- -
L� c + 1'A 120 z Li I
VIA ALMANSA VIA MONTALVO 2" ASPHALT CONCRETE 1 ''.. 1 m OA15
2 4 ��+- 149 0 `\ 1 � '' - NIT \ • THE CT,PUCTIONO,F .PYJCA'
i 30 124 �d l HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
VIA MONTANOSA STA 1 +20 TO 1 +60 OVER 1 137 1 MM 0 \ \` 6'LOFE- R074EC71VIV- %4 /7t7/YRYY ' c `.
\ r 14 I! m +� SHOWN O THESE PLANS WITHIN EX /STING COUNTY RIGHT -OF-
VIA ULTIMO vIA SAVOY 4" CLASS II AGGREGATE z ` t3� �I 16 > a WAY WITH N 60 DAYS AFTER ISSUANCE
OF THE CONSTRUCTION
VIA MARBRISSA 2" ASPHALT CONCRETE STA 1 +20 TO 2 +35 BASE (CALTRANS) \ /2 3 1 0 AS BUILT"
\ y , s� �� o i PERMIT A TO PURSUE SUCH WORK ACTIVELY ON EVERY
VIA MONTALVO OVER VIA MALAGA OVER _ ; \ i 146 CIA 1 yoNr° RO O \" //3 I, ON BDR /�2,� �C�� /1m� P NORMAL
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
STA 0 +20 TO 1 + 4" CLASS II AGGREGATE STA 1 +25 TO 1 +75 6" NATIVE SUBGRADE \ °m II ` ��_ \\ /' \ VIBI /%
m L- AND INDEPENDENT Of ANY OTHER WORK ASSOCIATED WITH
STA 1 +60 TO END BASE (CALTRANS) VIA MONTORO COMPACTED TO 95% o - b /is 130 �B / % Q \ \:V 70N T.
PANTICH R.C.E. 25900 DATE -THIS PROJfCT OR UNDER MY CONTROL. .�.
VIA SAVOY OVER STA 7 +00 TO 17 +25 RELATIVE COMPACTION I \ 90 89 g ��
STA 0 +20 TO 1 +20 6" NATIVE SUBGRADE I \ 1\ 31 3
146 V/A am gOI�' \� \\ ENGINEER OF WOW
STA 2 +35 TO END COMPACTED TO 95% N 11� \�Q HBO `- \ 60/ \\ S U ep11 Cl25j9 CorisboG \ r ,
OW NER- N 1577L)P COM.Q4A14 /C.,A CALIFwAIIA m
VIA MALAGA RELATIVE COMPACTION VIA CANTEBRIA 3" ASPHALT CONCRETE OVER y2 1 _ �. �j ,e •�• l E
I ENMAIN RD. •
STA 0 +20 TO 1 +25 6" CLASS II AGGREGATE O Z� 'YI 87 94 SE Lana Planning
STA 1 +75 TO END BASE (CALTRANS) OVER W ��' ~ 6T 'I 113 LO CO °10 Civic Engineering ALJ(1,pEa5$;
J /00 MPVS O.P /ICE
'V eo ( 1 66 95 a Land su vsving W ®E,4C/1 CAL /FOA1 //4 92660
VIA MONTORO 9" NATIVE SUBGRADE COMPACTED P. I W W
STA 17 +25 TO TO 95X RELATIVE COMPACTION I< o, ` c 66 \\1 ` 112 Af✓ E•' (7 14) 833
1 4 161 9 1 Iq Y i CD
VIACAp� t )V D TO INDEX MA P ti� �` 69 13 1 ' B 1 �? c
I , Qpen SDpO• NrN.vlsrn eL7 9 c D R. D4/: NO jl/ E /STEPjj, �PES/DENT
70 c 11 N•oi�W ►rohai . So E n D ie C A 9 Co A4C 14
257 03 ¢7 N
83 � 96 h1 $►tE '�C�jECi 234t Fifth Avenue, Seiego, c gz1oi -�afo ASSE' SSG�P'S ,PEL H
-- -- - -- - -- ® \ (619) 239.7501 259 /20 /
- -- - 71
• EX /ST /NGS£IYERL /NE ------------------- - - - - -- - - -s --- _ i� k' > 62 q9 Zr n
• EX /5T /�JASSD.G.Pfe:'•L /NE - - - -- ----------------- -6. - -- h \ I'i 7 Y `\ ° oo
5
\ i � `� CINITAS .LSD. RtV►ATE CONTRACT
• 719 j7JR4/NfOPA/NA'GE EASEME.vT--------- - - - - -- _- ( - 81 \ • .
• TERL /NE --------------------- _ewcP_ 3 ePevRiv 73 1 60 % 1 \ Vo T :, itos PERMITS S HEET .
`"
- -��~ -- = Y
MAP `. •
• SEWER L /NE _ 10 \ , COUNTY OF SAN DIEGO I
DEPARTMENT OF TRANSPORTATION SHEETS U 110 • F/AEHYDRANT(bASWiVi /NGf ------- - - - - -- f4
SCALE I" =200' Q I VIA D n � sE6 102 % 015 VICINITY MAP RE20NEPERMITNO. R75-Sw uJ�
1 76 NO SCALE PLANS OR THE IMPROVEMF,,�IT OF
• SM*57DRA/,YAGE FLOW L7/RECT /ON----- - - - - -- - • _ I 7. 7a 76 7 M0' , EL Sr1NC 103 I 104 SPECIAL USE
PERMIT NO. P75. //Z Il
GRADING PERMIT NO. L. 90Z6 CA INO PAPA
• S NORTH <
TRE67 L /GNT(0.95N lYh•NEX /ST /NGJ ---- - - - - -- y� • ' _,J_, M D'YW L INEEASEM'T - -_- N
(7Y. 1t/MFNI I1b Mf- ahl'N, 1 -�-
• STREETNAA/E,^�/G/V ------------- - - - - -- • - - MATCH LINE L -_ IV ION - -_- ' NIT NO, 2
• WBCVY /6 /ON BOUNO.9AxY - - _ _ _ _ - - _ - - _ -__ _ FL000 CONTROL DISTRICT SEWER AGENCY MATER �NCY C DLNVTY AP�ONE_D CHANCES
BENCH M ARK SU DIVISION U 0^,
• EX/ST/NMAW45AP- PVOEXrASEME�VT - - - - - - O - SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADIA COUNTY WA R STRICT
W
�f'AT 6'YSTP• K'T Ne. D«er »u•R Apwevw �r DaMe
• R /r ahrwM: AM•wad WI
• 6.4/EET A/L WIAfA 9 R -INDEX 7 DESCRI /TION: AWZZ A0 WW4W4, ® C
- - -- -- - - - - --
B LOCK /b/!/MAE.P - - - _ - - - 20o C. J. HOUSON, DIRECTOR
-t AW1R?YEOBy, ey'r Alf✓ANif+I /N6.
EM^rA1E6PSFpPTA� /CT. �! lip FOR Rw MASSMAN y
LOCATION: /M7ErP3EC7ApWC.0.4A /iV0 4'EAL V lU6DIVISIONENYMIEER DIRECTOR OiTRANSPORTATION "
APPROVED BY: -(�94ftb APMOVED BY: T APPROVED BY: 40W10wT4w ArzVO. a�Werw re'M6 / '979 Ckaakw►
,, 'r, 2 REC6RO FROM: CtkM'1� V'l.RVL�/ /Q1F�zTI T%4 4e
DATE: RATE: SATE: !` / -
I. ELEVATION: t� TDO _DATUM: A✓S� - /
w , r As aulL�
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