HomeMy WebLinkAbout1.7-6448-12GRADING NOTE
1. ALL GRADING SHALL CONrORM TO THE CITY OF BAKERSFIELD ORDINANCES
AND STANDARDS PERTAINING 7HERIETO (2010 CALIFORNIA BUILDING CODE,
APPENDIX J) AND SHALL BE SUPERWSSO AS ENGINEERED GRADING IN
ACCORDANCE WTH ClrY OF SAKERSflELD ORDINANCES.
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERWSORY CONTROL
DURING GRADING AND CONSMUC770N TO INSURE COMPLIANCE NIH THE PLANS,
SPECIFICATIONS AND CODE WTHIN HIS PURWCW
J. THE SOIL ENGINEER, DESIGN ENGINEER AND BUILDING OMCIAL SHALL BE
N071FIED 24 HOURS PRIOR TO PLACING ANY MATERIAL.
4. CON7RACTOR AGREES 774AT HE SHALL ASSUME SOLE AND COMPLEM7
RESPONSIBILITY FOR " SIIE COOV0177ONS DURING THE COURSE OF
CONSMUC77ON OF THIS PROZCT. INCLUDING SAFETY OF ALL PERSONS AND
PROPER rY.- IHA T THIS REOUIREMEN T SHA LL A PPL Y CON 77NUOUSL Y A NO NO T BE
LIMITED TO NORMAL WORKING HOURS; AND. 7HAr THE CONMACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OMER, ARCHIlrCr. AND THE ENGINEER
HARMLESS FROM ANY LIABILIrY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF. WORK ON 7141S PROXCr. EXCEPTING FOR LIA81L17Y ARISING
FROM THE SOLE NEGLIGENCE OF THE OW04ER, ARCH17ECT, OR THE ENGINEER.
5. THE GRADING CONMACTOR SHALL coNTAcr ALL COMPANIES WrH UNDERGROUND
FACIL177ES PRIOR TO BEGINNING CONS7RUC770N AND VERIFY THE LOCA77ON AND
DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE ELECYRIC,
WATER, SEWER, OIL AND GAS LINES THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR
INFORMA7701V OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600)
6. THE GRADING CONMACTOR SHALL BE RESPONSIBLE FOR GRADING ALL
AREAS TO + OR - 0. 10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE
IHA N 0. 10 FOO r OU T OF L E WL A F7E7R COMPA C 77NO A NO A CCEP rA NCE OF
GRADING, THE CtW7RACr0R SHALL RETURN AND CORRECT 774E GRADING AT NO
COST TO 7HE OWNER.
7. THE ORADING CONTRACTOR SHALL WATER AS REQUIRED DURING 774E GRADING
OPERA 77ONS TO PREWNT THE OCCURRENCE OF A DUST NUISANCE AND SHALL
PROTECT CURBS AND OTHER 08XCTS WHICH ARE rO REA4AIN,
8. EXCA VA 77ON - EXCA VA 77ON SHAL L CONSS T OF A LL EXCA VA TION IN VOL VE0 IN
GRADING mr moxc r A S SHO WN ON THE PLA NS, EXCEPT` A N Y EXCA VA 77ON
SEPARA TEL Y DESIGNA TED AND PA ID FOR A S A SEPA RA TE I TEM.
9. EMBANKMENTS - LMSANKMENT CONSTRUC77ON SHALL CONSIST OF CONSTRVC77NG
Lor Emimwmmm INCLUDING THE PREPARA n0N OF AREAS FOR WHICH THEY
ARE TO BE PLACED, THE CONSMUC77ON OF DIKES WTHIN OR OUTSIDE THE
CONSMUC77ON AREA, THE PLACING AND COMPAC77NO OF APPROWD MATERIAL
WTHIN 774E CONS7??UC7701V AREA WIERE UNSUIUBLE MArERIAL HAS BEEN
REMOVIEDo AND THE PLACING AND COMPACTING OF EA48ANKMENT MATERIAL IN
HOLES, FOR THE CONSMUC7700V EMBANKMENTS. PREPARING SUB-GRADE AT THE
GRADING PLANE, CONFIORMING TO THE GRADE TOLERANCE, DOfNG NECESSARY
PLOWING OR BENCHING
,w IMPOR77NO OR BORROW, PLACING AND COUPAC77NG
MATERIAL TO 714E LINE AND GRADES S140WOV ON THE PLANS AND, AS DIRECTED
BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE coNmAcr PRicr
PAID PER CUBIC YARD FOR EXCAVATION, AND NO ADD177ONAL COMPENSATION
WLL BE ALLOWED FIOR SUCH WORK.
10. THE WORK EMBRACED HER0N SHALL BE IN ACCORDANCE WTH THE STANDARD
SPECIFICA77ONS OF THE STATE OF CALIFORNIA DEPARTMENT OF MANSPORrA770N
DA TED MA Y 2010, INSOFAR AS THE S4ME* MA Y APPL Y IN ACCORDANCE WTH THE
NOTES HEREON. -IN CASE OF CONFLICT WIN TYEF STANDARD SPECIF7CA77ONS AND
ANY N07ES HEREON, THE N07E7S HEREON SHALL TAKE PRECEDENCE OWR AND
BE USED IN LIEU OF SUCH CONFLIC17NG POR770NS, SAID SPECIRCA77ONS SHALL
APPLY BUT NOT BE LIMITED rO 7HE FOLLOWNG:
A) ALL CONCRETE S14ALL BE CLASS "J& USfNG TWE I/ CEMENT AS IN
0
A CCORDA NCE W TH SEC TION 90 AND SHA LL HA VE A r L EA S T 2500 PSI
CCWPRLrSSI VE S MENG TH A T 28 DA YS, UNLESS 0 V46TWISE SPECInED.
8) ASPHAL77C CONCRETE SHALL BE TWE "19'"1 MEDIUM GRADEA 112' MAXIMUM
AGGREGATE, AND IN77MATaY A41XED 017H 5-7X ASPHALT. NO R.A.P. (RECLAIMED
A SPHAL T PA VEMEN r) WILL BE PERMI TIED.
11. IN THE EvENr coNsmucnav srAKiNG BAsED ON McINTOSH & ASSOCIA7ES"
PLANS, DRAWNGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM,
MOINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL
LiAelurY ARISING FROM THE USE OF SAID PLANS, DRAMNGS, OR OTHER
DOCUMENTS.
12. McINTOSH Je ASSOCIA7ES SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAU7HMZlED CHANCES TO, OR USES OF, 7HESE PLANS. ALL CHANGES TO
THESE PLANS musr BE APPROVED, IN WRI77NOt BY McINTOSH & ASSOCIA7FS.
13. ALL GRADINC SHALL CONFORM rO 7HE RECOMMENDA77ONS CONTAINED IN, AND
MADE A PART HEREDF, THE PRELIMINARY SOILS REPORTS PREPARED BY SOILS
ENGINEERING, tNC.,, FILE NO. 04-10998 DATED DECEMBER A 2004a AND ALL
ADDENDUMS THERETO. IN CASE OF A CONFLICT BET*FEN THE PLANS AND
SPECIFICATIONS, THE MORE STRINCENT REQUIREMENTS MLL 7AKE PRECEDENCE.
14. UPON COMPLE77ON OF GRADING AND BEFORE 7HE SrART OF CONSTRUC770M,
A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER.
15. 7HE SCVL ENGINEER SHALL REWEW ALL EXCA VA 77ONS PRIOR ;rO BACKRLLING
AND SHALL BE N077F7ED OF ANY ITEM ENCOUNTERED DURING 7HE GRADING
opERA 7ioNs THA r MICH 7' A FFEC T rOUNDA 77ON S TA BIL I TY SO RECOMMENDA 77ONS
CAN SE MADE BY THE SOIL ENGINEER.
16. CUT AND FILL SLOPES SHALL NOT BE S7EEPER THAN 2: 1.
17 A L L A OPES GREA TER 7HA N 7HREE FEE T IN VER 17CA L HEIGH T SHA LL BE
PREPARED AND MAIN7AINED TO PREVENT ER090N.
18. IMPOR70 FILL MArERIAL SHOULD CONSIST OF" ESSENIIALLY GRANULAR, SILTY
SANDS WTH LOW EXPANSION POTEN77AL AND FREE OF GRASSES, WEEDS,
- ROCKS LARGER THAN SIX INCHES IN DIAMErER, DEBRIS, AND SOLUBLE
SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORIED FILL SHOULD
CONTAIN SUFF7CIEN T SILT AND CLA Y BINDER TO RENDER THEM STABLE IN
F0077NO 7RENCHES AND CAPABLE OF MAWTAINING SPECIRED ELEVA77ON
TOLERANCES DURING PAWNG OPERA77ONS. IMPORTED SOILS SHOULD
ALSO MEET 7HE FOLLOWN0 CRITERIA.
A) MAXIMUM X PASSING jf200 SIEVE ........................... a..50
8) MAXIMUM LIQUID LIM17 . ....................... ......... * ........ 40
C) MAXIMUM PLAS77CITY INDEX 14
0) MINIMUM R- VALUE 50
E) MAXIMUM EXPANSION INDEX (PER 2010 C8C) ............ 20 PSF
19. CLEARING AND GRUBBING - REMOVE' ALL DEBRIS,, SUC14 AS METAL, 7RASH,
BROKEN CONCRE TE, VEGE rA 770N, 0 THER BIODEGRA DA BLE SUSS TA NCES
,p AND
UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL rHAT.,
IN 7HE OPINION OF rHE BUILDING OFF10AL, SOIL ENGINEER, OR OWL ENGINEER,
IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO
SA 77SFAC TML Y PERFORM AN Y 0 !HER FUNC 77ONS FOR WHICH THE SOIL IS
INTENDED.
20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED
SIX INCHES., BROUGHT TO NEAR OP77MUN MOIS7URE, AND UNIFORMLY
COMPACTED TO AT LEAST 9OX Or THE MAXIMUM DENSITY PER AST14
D1557-78, UNLESS OTHERWSE NOTED.
2 1. ENGINEERED FIL L SHA LL BE PLA CED IN LA YERS NO T EXCEEDING EIGH T INCHES
IN UNCOMPACTED 7HICKNESS BROUGHT TO NEAR 7HE OP77MUM MOISTURE
CON7ENT OR TO A MOISTURE CONTENT COMMENSURATE WrH EFFEC77VE
COMPAC77ON AND SOIL STABILITY, AND COMPACTED TO 9OX OF THE MAXIMUM
DENstry PER AS7U D1557-07i UNLESS SPECInED OTHERMSE.
22. OUANT177ES FOR EAR7HWORK
EXCAVA77ON AND OVER EXCAVA77ON - CU. YV.
EMBANKMENT CU. YD.
IMPORT CU. YD. (PREMOUSLY GRADED)
23. BUILDING PAD PREPARA77ON - SUBSEQUENT TO S7RIPPINa IN FILL AREAS,
THE UPPER 12 INCHES OF MA7FRIAL BELOW THE EXIS77NG GRADE SHALL BE
0 VEREXCA VA TED. A REA S IN CU T SHA LL BE 0 VEREXCA VA TED TO 12 " BEL 0 W
THE FINISHED PAD CRADE. AF7LrR REWEW BY THE SOILS ENGINEER THE TOP 12
INCHES OF THE MA rERIAL EXPOSED AT THE BOTTOM OF 7HE EXCA VA 77ON
SHALL BE SCARIRED, MOIS7?JRE COND1770NED, AND COMPACTED TO A MINIMUM
OF 90-X OF rHE MAXIMUM DRY DENS17Y PER AS714 D155Z BUILDING PADS
SHALL 7HEN BE BROUGHT TO F"INISHED GRADE IN ACCORDANCE WTH 17Lrk 21
ABOVE.
24. PAMEMENT PREPARA770M - GROUND SURrACES SHOULD BE SCARRED TWELVE
INCHES BELOW 7W GRADWG PLANE IN CUT AREAS OR THELVE INCHES BELOW
EXIS77NO GRADE IN AREAS TO RECEIW FILL. COMPACTION W PROPOSED
PA VEMEN T A REA S SHOULD BE A MINIMUM OF 90% OF THE MA XIMUM DR Y
DENSIrY AS OBTAINED BY AS77W D1557-07, AND SHOULD EX7E7ND TO A
mumum DisTANcE oF Two Fur iryow THE oursIDE oars oF PAvEmmrs.
2.5. A N OSHA PERMI T IS REQUIRED wEN woRKERs mus r EN TER mmcws oR ExcA vA 77oN n w (6)
FEET OR DEEPER.
26.surnamr ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER
FOR IHE DIWSION OF GAS, aLS AND GE07HERMAL RESOURCES (DIWSION) TO INMES17GArE THE
CONDI 77CNV OF' THE WELL HEADS � AND CHECK FOR LEAKAGE. Ir AN Y REABANDONMEN TS ARE
REQUIRED, 714E DA4SION SHALL FURNISH THE NECESSARY SPECIFICA)7ONS TO 774E PROPERTY
owwm
27.AT THE IN177AL CONS7RUCTION MEE77NO PRIOR TO GRADING A077WTIES, ALL CONSTRU07701V
WORKERS MUST OE INFORMED AS TO THE SMPTOUS OF VALLEY FEVER.
28. ALL CONSIRUCY70M EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE MTN THE
MANUFACTURES SPECIFICA77ONS. THE VOURK CREWS SHALL SHUT OFF CONS7RUC770N EQUIPMENT'
WHEN Nor IN usc
29. MONITORING DURING CONSTRUCTION AC77VI77CS IS NOT RECOkWENDED AT CA-KER.-3963,
CA - KER- 395 71 CA - KER- 39480 CA - KER - J969. IF' HO WEWR, UNRECORDED CUL TURA L REMAINS
ARE UNEARTHED DURING CONSTRUCTION. WORK SHALL HALT IN 7HE AREA UN71L A OUALIFIED
ARCHAEOLOGIST CAN ASSESS THE FINDS.
JO. IF ARC14AEOLOGICAL OR PALEON rOLOGICAL RESOURCES ARE DISCO WRED DURING EXCA VA 77ON
AND GRADING AC77WTES ON THE PROJECT SITE
.r THE CONTRACTORIDEVELOPER S14ALL STOP ALL
WORK AND S14ALL RETAIN A QUALiFIED ARCHAEOLOGIST TO EVALUA7E7 THE SICYNIRCANCE OF 7HE
FIND A NO A PPROPRIA TE COURSE OF A C 770N. SAL VA GE OPERA 770N REQUIREMEN TS IN A PPENDIX K
OF THE CALIFORNIA ENWRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOLLOWED AND
THE IREAlUENT OF DISCOWMED NA77W AMERICAN REMAINS SHALL COMPLY WTH SUTE CODE
REGULA77ONS OF 774E NATIVE AMERICAN HERITAGE COMMISSION
3 1. SHOULD HUMAN REMAINS BE DISCO VERED A T AN Y 77ME ON A N Y POR 77ON OF THE PRO#.EC T St TE;
WORK SHA LL HA L T AND THE KERN COUN rY CORONER SHA LL BE NO 77FIE0 AWMEDIA TEL Y (SEC 770M
7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITORp
A OUALIFIED ARC14AEOLOGIST AND 774E LOCAL NA77VE AMERICAN CMMUNITY, SHALL BE N077RED.
32. PRIOR TO ISSUANCE OF BUILDING PERMITS., ALL aL CONTAMINATED SOIX SHALL BE REMEDIATED
TO THE SA77SFAC77ON OF THE LOCAL UNIFIED PROGRAM AGENCY (THE OFRCE OF ENWRONMENTAL
SER14CES - BAKERSF7ELD CITY F7RE DEPARTMENT) IN CONfwVNC71ON WTH THE SrATE REGIONAL
WA TER QUALI TY COfV TROL BOARD ANDIOR THE CALIFORNIA DEPAR TuEN r OF Tom sussTANcEs
WNrROL.
.33. PRIOR TO S1 TE ORA DING, SUBDI WDER SHA LL HA VE A PRECONS TRUC 77ON SUR W Y CONDUC TED TO
sEARcHroR NAnwKIr Fox DENs SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECrOR
FOR REWEW PRIOR TO GRADING. 774E APPLICANT MAY SE suejor To spEcIAL NonncAnoiv
REQUIREMENTS 7*0 AGENCIES PRIOR TO GRADING LAAO CONrAINING DENS.
34. PRIOR INE APPROVAL OF A GRADING PLANp SUBDIWDER IS SUBXCT 710 THE MICRATORY BIRD
MEATY ACT. INCLUDONG 7HE SWANSON HAW DURING 7HE RAPTOR NES77NO SEASON (FEBRUARY
THROUGH SEP7EWBER). F CONSIRUC77ON IS TO OCCUR DURING RAP71OR NES77NGAREEDING
SEASON (�TORUARY 7HROUGH SEPIMBER) NO CONS7RUC77ON AC77WTY SHALL TAKE PLACE WININ
soo rEE r OF A A C 77 W NES r. TREES TO BE REMO WD THA T CON rA IN NES TS SHA LL BE REMO WED
ONLY DURING NON-BREEDING SEASON (OCTOBER THROUGH JANUARY)
35� 774E PRESENCE OF A N Y PREWOUSt Y UNIDEN 77FIED PRO 70 TCD SPECIES W441CH ARE NO 7
A DDRESSED IN 774E UBHCP
.. INCLUDING 7740SE PRO7E7C7E7D UNDER INE FEDERAL MIGRATORY BIRD
7REA7*Y AC7,', SHOULD BE AVOWED AND EVALUATED BY A QUALIFIED BIOLOGIST` PRIOR TO
CONS7RUC770N, THE nSH & WILDLIFE SETWCE (USFWS) AND CALIFORNIA DEPAR7MENT OF FISH
& GAME (COFO) SHOULD BE N077FIED OF PREWOUSLY UNREPOR7E7D PROTECTED SPECIES. ANY
UNAN77CIPAMID TAKE OF PROMVEID WLDLIFE SHALL BE REPORTED JUMEINATELY rO 774E' CDFG
AND USFW.&
36. 774E CONTRACTOR SHALL OOMPLY W#7H SAN JOAOUIN VALLEY AIR POLLUTION coN7RoL Dismicr
(SJVAPCD) REIGULA 77ON wo, Dusr coNma musuRES TO ENSURE COUPUANCE SPECInCALLY DURING
GRADING AND CONS7RUCTION PHASES. THE M177GA77ON MEASURES TO BE TAKEN ARE AS FOLLOWS:
A. WATER EWOSED SURFACES (SOIL) 7HREE-77MESIDAY.
8. WA TER ALL HAUL ROADS A r A MINIMUM OF 7HREE WES PER DA Y
C. REDUCE SPEED ON UNPAWD ROADS TO LESS 7HAN 15 MILES PER HOUR.
D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEWG AC77WLY
U17LIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COWNING WrH A 7RAP., OTHER
SUfrABLE COWR OR VEGErA77W GROUND COVER
r. coN ma ruol 71 Pr Dus r EMISSIONS DURING LAND CLEARING, GRUBRING, SCRAPINa EXCA VA 770M
LEWUNG, GRADING, OR CUT & FILL OPERATIONS WITH APPLICA77ON OF WArER OR BY
PRESOAKINa
F. 14HEN 7RANSPOR IING MA rERIALS OFF31 TEs MAW TAIN A FREEBOARD LIM/ r OF- A T LEAST SIX
INC14ES AND COWR OR EFFECTIVELY WET TO LIMIT W678LE DUSr EMISSIONS.
G. Limir AND REMOVE 774E ACCUMULAnON OF MUD ANDIOR DIRT FROW ADJACENT PUBLIC
ROA D WA YS A T INE END OF EA CH WORKDA Y. (USE OF DR Y RO rA R Y BRUS14ES IS PROHIM 7ED
EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFT7CIENIF MET77NG TO LIMIT WSIBLE Dusr
EMISSICINS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN).
H. STABILIZE INE SURFACE OF SMRAGE PILES FOLLOMNG THE ADD177ON OR REMOVAL OF'
MATERIALS USING 07ER.
1. REWOW MACKOUT WEN IT EXTENDS 50 OR MORE FEET FRO04 THE SITE AT THE END OF EACH
W)RKDA Y
J. CEASE GRADfNG AC77WMES DURING PERIODS OF HIGH WNDS (GREATER THAN 20 MPH OVER A
ONE- HOUR PERIOD).
K. ASPHAL r-CONCREIF PA WNG SHALL COMPL Y W TH 7HE SJVAPC0 RULE 4641 AND RESTRIC T USE
OF OF CUIBACK SLOW-CURE AND EMULSIFIED ASPHALTPAWNG MATERIALS.
37. THE CONTRACTOR SHALL COUPLY WTH THE GUIDE FOR ASSESSING AND M177GA71NG AIR QUALITY
IMPACTS (GAMA01). JANUARY 10, 2002 REWSION
., GUIDANCE DOCUMENT' *HICH LISTS THE
FOLLOWNG MEASURE$ AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC77W77ES WIT14IN
774E SAN JOAQUIN VALLEY AS FOLLOWS:
A. MAINTAIN ALL CONSTRUCTMN EQUIPMENT AS RECOMMENDED SY MANUFACTURER MANUALS.
9. SHUT DOWW EOUIPMEN]r WNEN NOT IN USE FOR EXTENDED PERIODS OF TIME
c. usr ammic EoulpmENr roR ccwsmucnoN W4ENEWR POSSIBLE IN UEU OF DIESEL
OR GASOLINE PONERED EQUIPMENT
D. CURTAIL USE OF HIGH-EAdITTING CONSTRUC77ON EQUIPMENT` DURING PERIODS OF HIGH OR
EXCESSIME AMBIENT POLLUTANT COlVCEN7RA77ONS SUCH AS '"SPARE- 77-IE-AIR*j DAYS AS
DECLARED BY THE SJVAPCD.
E. ENCOURAGE CONSTRUCTION EUPLOYEES TO CARPOOL OR USE SHUME TO RETAIL
ESTABLISHMENTS AT LUNCH.
38. SURFACE DRAINAGE TO BE ONE (IX) PERCENT MlNhWUM, EXCEPT AS WAIVED BY INE BUILDING OFFICIAL.
39. IF T14E PROJECT IS SUBJECT TO THE PRO 14SIOVS OF 774E NA 77ONAL POLLU rAN T DISC14ARGE EUMINA 77ON
SYSTEM (NPOES), A nN077CE OF INTENT' (N01) TO COMPLY WrH 774E rERMS OF THE GENERAL PERMIT TO
DISCHARGE S710RA4 WATER ASSOCIATED WTH CONSMUC770M AC17WrY (WO ORDER NO. 92-016-DWO) MUST BE
FILED N TH S TA TE WA TER RESOURCES CON TROL BOA RD IN SACRA MEN TO BEFORE 7HE BEGIAWING OF A N Y
COlVS7RUC77ON AC77WTY. CMPLIANCE W7H THE GENERAL PERA41T REQUIRES THAT A SirORM WA7ER POLLU7701V
PREWW77ON PLAN (SWPPP) BE PREPARED, CON17NUOUSLY CARRIED OUr. AND ALWAYS BE AVAILA&E FOR
PUBLIC INSPECTION DURING NORMAL CONSYRUC77ON HOURS.
4a AN OPEN SMEET PERm1r S14ALL BE OBUINED FRCW THE CITY OF BAKERSFIELD PUBLIC NVRKS
DEPARTmENr FOR ANY WORK PERFORMED W774IN EXISTING ACCEP70 S7REEr RIGHT OF WAY UNLESS
SECURED BY A SUBDIWSION AGREEMENT
.v SECURI TY BA SED ON AN A PPRO IED ENGINEER "S ES TIMA TE FOR
THE *VRK PERFORMED W rHIN THE RIGH T OF WA Y A NO INSURA NCE A S REOUIRED SHAL L BE PRO WDED
PRIOR TO ISSUANCE OF A PERMIT
41. MT CONZE
CON7RACTOR SHALL OBTAIN A copy OF THE Dusr coivmoL PLAN (DCP) FOR THIS PROJECT FROM THE
DEWLOPER, AND SHALL KEEP A COPY ON SITE AT ALL 77MES. FOR THE DURA71ON OF CON7RACTOR'S
OCCUPANCY OF THE SITE, CONMACTOR IS REQUIRED IrO COMPLY W7H THE PROWSIONS OF' SAID PLAN.
42. STORM WATER _82LU770N 8KWNMW
CONTRACrOR SHALL OBTAIN A COPY OF 774E STORM WA7E7R POLLU7700V PREVEN7700V PLAN (S*PPP) FOR
THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON S17F AT ALL 77MES. FOR THE
DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE. CONTRACTOR 15 REQUIRED TO COMPLY WTH IHE
PROWSIONS OF SAID PLAN.
43. LANDSCAPE AREAS ARE TO BE GRADED 710 MINIWZE EXCESS LANDSCAPE DRAINAGE ACROSS THE
SIDEWALK FOR THOSE AREAS OVER Mt
RDS AVENUE.
CHAPABRAL
ANON RIVE STR R
S
17
OE OVER-EXCAVATION
AVENUE- HARVEST
:L111:1111-
Of" VE
DRIVE UNNYBANK AVENUE
CL CENTERLINE
AVENUE
JTRR
GB GRAOE 8REAK
DWS DESGN WATM SURFACE FG nNISH GRADE
BVC BEGN VER11CAL CURVE EVC END VER11CAL CURVE
EASTING GROUND CONTOUR
Fp. 100, 00
PROPOSED PAID ELEV.
z 9,0
ui
UJ JOHNSON ROAD
> .1
L
Li z
<
.31 F
L
z 0
Wff&&-U
3 LACK ..-.H A WK
�� m W
DIRECION AND PERCENT OF
AVENUE
< TIATA AVENUE
CURB ANO GUTTER
--------- - - - - - - -----
PARKING AREA FLOWUNE
3:
LL_
z
CENTERUNE OF STREET
Lu
PROPERTY UNE/RIGHT-OF-WAY
cr_
STOCKDALE HWY
PROJEC
SITE
VICINITY MAP
SCALE: N.T.S.
mo -
�-EQ
1A Q!�
a:
PVC MITERED DRAIN
OUTLET-SEE DETAIL ffell
3" DRAIN GRATE
SEE DETAIL "A" 0.5X MIN. SLOPE PIPE
AT POSTIVE GRADE TO
3" SMOOTH 7WALL DRAINAGE EMITTER.
(T ) 1 1 Iz
PVC PIPE (TYP.) to
CAA-1 N
J, 0 w a a 0 a I &Z 6 W 0 1w W W d-. 'o w A ilk,
z
2%
mod
PROPOSED a:
MIN.
HUUSE
Ld
0.
GRACE
DRAINowe"'_
3"' DRAIN GRATE PVC MITERED DRAIN, )
0.5% MIN. SLOPE PIPE AT OUTLET-SEE DETAIL "S
SEE DETAIL NA"' 0^4CnkJV el.-DAMC TA i
11214all:47A
NONE&
INTO
W
CROSS VALLEY CANAL
KEY MAP
SCALE: 1 "': 200'
fft- I ff�' lwft�
511H %OU '07 � ANTIAL
FORMANCE
AAM
mw m 0 -sop-
=D
P'n"EVIOUSLY G ADE
W
12
31, Pvc PIPEJ
PERFORATED
PIPE
3
INLET WITH 3" FINISH--�
DRAIN GRATE GRADE
3" SMOOTH WALL
PVC PIPE---,,
S" DRAIN GRATE
DETAIL "As' NO SCALE
4 J_ r T%j F_ 4r, %.
PVC MITERED
DRAIN OUTLET
DETAIL to B NO SCALE
NOTE:
ALL HOMES TO 8E CONSTRUCTED
WTH SUBSURFACE LOT DRAINAGE
SYSTEM AS SHOWN. SYSTEM SHALL
BE INSPECTED BY CITY OF BAKERSFIELD
EU-. BUILDING DEPARTMENT.
AVEL
PVC MITERED DRAIN
OUTLET-SEE DETAIL "le",
TYPICAL Fli"N"ISH LOT GRADING
AND DRAIN CONFIGURATION
NO SCALE
BENCH MA RK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND CUUACAN AVENUE, REPLACED IN EARLY 2007.
ELEVATION iiAw 355.26 (USGS) PER TRACT 6448 UNITS 1-4
0
L DESCRIP RON.
PARCEL A OF PARCEL MAP WAIVER NO. 22-92 AS EMDENCED BY
CERTIFICATE OF COMPLIANCE RECORDED JUNE 28, 1993 IN BOOK
6868, PG. 1548 OR IN THE OFFICE OF THE KERN COUNTY
RECORDER, ASLO BEING A PORTION OF SECTION 3,
T30S'., R26E.., M.D.M.
ON& .4
Is
PROJECT AEEA, Z%47 ACo
ON DER OF L 0
UNIT 12 25 LOTS
m8ffaMms LEGEND-
EP EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE
OE OVER-EXCAVATION
FL FLOWUNE
FF nNISH FLOOR
CL CENTERLINE
FC FINISH CONCRETE
ELEV ELEVA11ON
GB GRAOE 8REAK
DWS DESGN WATM SURFACE FG nNISH GRADE
BVC BEGN VER11CAL CURVE EVC END VER11CAL CURVE
EASTING GROUND CONTOUR
Fp. 100, 00
PROPOSED PAID ELEV.
x
ASBUILT PAD ELEV.
PROPOSED GtJTTER FLOWLINE ELEV.
EAST. TOP OF CURB ELEV.
.31 F
L
E)OST. GtJTTER FLOKINE ELEV.
Wff&&-U
PROPOSED LANDSCAPE ELEV.
0. 1.1 5x
DIRECION AND PERCENT OF
SLOPE FOR DRAINAGE
CURB ANO GUTTER
--------- - - - - - - -----
PARKING AREA FLOWUNE
EXIST. CURB AND GUTTER
CENTERUNE OF STREET
qmmm� woo oummummolmomm A"
PROPERTY UNE/RIGHT-OF-WAY
PAD COMPAC110N LIMITS
SMRM DRAIN
TYPE "A" CATCH BASIN
WITH 3.5' WOE OPENING
UNLESS OTHERVASE NOTED
EXIST. SMRM ORAIN
TRACT BOUNDARY
UMITS OF GRADING OWSIDE
OF THE TRACT BOUNDARY
f" dmmmwmmmm�
SEC10N UNE
OVEREXCAVADON AREA
G*Po NO* 13-400,00022
(40
4'1 YU
I
. STOCKDALE HIGHWAY
S89.29'48" f . E ASS OF BEARINGS)
� i .6�E7 _..._�q_
. . . . . . .' __
1111,
)ir
.1
. NORTHWEST CORNER OF TRACT No.
' 6448 UNIT 3, MAP BOOK 54, PAGES
a
v-: 102 & 103. FOUND CONCRETE
C4 1
v MONUMENT WITH BRASS CAP
Go
v- I STAMPED "LS 4383" IN LAMPHOLE
PER SAID TRACT MAP.
.
. I i ' f ? I •
.
��11 i ' I
I % 2 i
I il i� AA � L14 .1.
.' 1
7 il t ' .
I
-
�. J 1. I I I No, 64A8 r "ZI 11
i I
p . . I .
_ � 11 -UNT 8� ACT a .
, I
I
I I (\f
. I ' I I i
. "
.
j
I
Xf P 352.5
u I I 11
I I I I f
I ,
� � . . I
� � 1 �6 ' , I
� . , R
I I � � . '
i �; . i I ! � __*
I . I 11 .k 3 .
.. k
. : I ' -1
-
q1Z5 I
__ __.- f i
�.''-..,-,-,-.,--,�,-,.,-",-.-.-. -� _'___'.__'_'_._ . ..... , ..,-."-,."-�ll.li-,7"---"�,.,. .. i i ! I v .
. I t ? I i
I I I I
"IV I
I c . .� . � I 1 4
� '-� , f I- f � I I I I
�
--
I 111i i . I I i ! 0 :
Ink I P.0 I ; .
?
I i
1; f A j
'
, . 4 r �
11 I ' I 1; c ! *101
I . . � i , i ,I i 9
. �
,� - '�j I t 0 1
1 � � e ! �� i
I ''I - 0
1.
1 1:6 1 i I I i I �
8 1 9, 10 1 1 12 13 4 LO I I
I .. i � � 41 ;
'
I � I � t -
"t-
""
I
�
�4'�
�?
I �k� - 1� oil
1,
&
,
I
w' _3/ � I 1 9
1-1
I i I � i ' >'--- i
.... 1 3 �
I , . i �' � �. I
,�. Wl,,Z2.2 ' 1 >.�- 16
XI � J52. 7 1 A � Xf P 352. 0 � ,I i
I � XFP J52. 2 i , Xf ?� 352. 0 ' i
i I i i i ,I ,I � a a Xf P J52. 0 - Xf P J52. 0 1 1
� � � 1 5 �� . a Xf P i5j. 1
,a'tf i � I I I � ;
1_Q . � I ' � I
" �0 .1
" I I I - a
. ? . . I
.
I
N, ��l n I <
, ' I
. - � f I � ; ;
. . � i i
'I,>.- I '7 i 112 I �
k'L' 'i � � � I
.
i ��
, I ,�' Q ;
I
z 3:
w )
I ?, '� ! v
i ,� ; I i A
� � ;
' " I I ? � I
. . �% I 11 I t I I
. . I � � - t
. . � c I � 8 ,I
I
S8gqD4p39mE 110.019 � � 420.
- � I I i
%4� , k � �8979'481 � i � 66 i . . -
- - I ,I 4 I
. if
ARRR' AMONS
EP EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE OE OVER-EXCAVATION
1 . I R FLO"E FIF FINISH FLOOR
I I
I . CL CENTERL14E FC FINISH CONCRETE
ELEV ELEVATION GB GRADE BREAK
I OWS DESIGN WATER SURFACE FG FINISH GRADE
. .
I - BVC BEGIN, VERTICAL CURVE EVC END VERTICAL CURVE
EXISTING GROUND CONTOUR
-
I '� fp 100.00 PROPOSED PAD ELEV.
I � � .
I - . � 14, � ♦ �
. I i .
�
t _
i
1
.11
; t , " I �. "
� z z , '' -
11 t . � � i
1. ! I I ,_; � x
I . �
. � I
• i 0 I i , ATILT PAD ELEV.
? � ; "tr 'I
I uw i "I . i � 'r - .1
"
11 11 a 4 i f i I I I I
�
. � "I .
� - 8 f i
i
� ,
; I . �
'
I 11
' "f
i AAft . .
� .
I L I , I PROPM GUTTER FLOKINE ELEV.
. I . � � XFP JM. 0 0-z
I Z I I i I f a i 10 I
� '4- . 1�
I i o ;
.. ; TmcT WIG � � I 0
I I
� I I i
� . - - i' � 0
. z i : i""".- I
T ! : ' ; ", w-=v_11L
I 'i j 1% 1 �
. ! I ,I
1.
1. I I 0 5 � 6 - I'-, ,
.�' 23 � i � I
�
� I
i 11 � I
I " 1 I
I� 4'________-__________ __ I-. __ '_'____'.'____" _-, __ � X
.I
355,3 " - '111___4 EAST. TOP OF CURB ELEV.
� I I I
17 w 21 1
Rqmwwm�m i ' I I �"
�
� I I I . I � I I
I 11 i -�"
I
11 I I � � , i
- I � I- I j .
: , ' Xfl� J54. J I Xf P J54. J .) I
7 I I
I � i Xf P J54. 1 I Xf P ./
� % � % I -1 � 11
� I a � f . . It,
! � 11 I . .. . EAST. GUTTER I FLOWLINE M.
I �'
a : i m ! � � I I! � I 11�� *.--ia�
I )''
t i � . A � I I 10, . I '� 4
. � . i � .I 1 1 1 ,11 1110
Xf P 353.2 7 Xf P J5J. 9 '
' � . � .. i
� ; , I
I � 1. I 11
I i I i
� p ; I-
1 1 I r
� s I -� �
18 . 1 ! I I ! 11 �
I I
I
m �
' I �; 2 � � . � ,,, �
c I I I i I I � I � I PROPOSED LANDSCAPE ELEV.
I � t � I f ; `\
I I I � I .1 9 1
1 i ' ; � I � �
2 -1 Xf P 353.5 " Xf P J5J. 6 1 Xf P J5J. 7 ,I I I -A -
I I o . i 11 -
� ; a I m � I m-limms m � ,I I i
� i � - i
I I � � I . .. ami � alim go - I i � � ; .
I
i � i . � fi" _ 10"JIF- 01- - --- . i 'i t
I � N's am I mm im ,I, � .
! i .' Xf P J58. 1
I - - A .
I
�1 i � s = Imiximmew--s-wN."mm � i ■ ,I
� i I � �
- --w ! � � I 1� i DIRECTION AND PERCENT'
I � - ____ . . � i t '� - .'�
- ..L.-.- � - im"i'm so No
I - -dump" gaimmOL--Auffs" NOw=__jmw.v.'a.1 momma--amm im � wmwa� I z
. Im- mm Wo I i I I
f t � - We- I. wo wa -_ � rw � 11 - ajim
� - i
� ! . 4
i � I - , 1
� 1 2 . I SLOPE FOR DRAINAGE
'
& ' � ,I i � .
i
� i "I j ;
. I . ..... _ "' __1_v - .. It ----.-. ___ ____6_1__'._. __;11-..1.____-
' I I I
- -, i . .
� I I
'
� --'---'-----"''-"- ""_ -"'--'--"---- -,-- _"
I `
'
'
i �i
I 117
! � � "I i . - I— 1. __4'__4_1. ----. �
I _
, I �' i � .-.-I---,-- ..
� 1. .11 . I � c i __'-__p
; k.,-; . �t I . ��
. , I .'. a I I .1 � I . - -
I I
I z .� " ; I . 1 7202 4 � CURB AND GU11
� I ! ; I 9 ? I
i c ! . I
I f 4 t 11 I
11
Y' 7 j 'O'
; � � I I
<:I wo I i .. - t
I 0 � � 'Ad M& �
I � � ! 4
- � I . I i i
,p -% I I I I
I 11 -1
I �'
ci 0 . �
� . I ;
T. � . �' ! .
M in il ; I L w 599 i PARKING AREA FLOWLINE
I ! i x � ! i � �
a , !
- � I i - �
11; I . i � I . i 0, I
f I— w I ,
, I i i -1 10 ,I
A ,I ; I" ;
' I " .1
I ; I i
5 J % i :
0 � z ' ; i t 1�
I � 4 1
; I t ; , i I
i 'I � 11 ?
�L 11 , � I
i i '� 1 5
11 a ; 17 � 12 ! r. �i ' -
1
' 2 I ��'-
! . -
.
� If � � ' ! Xf P J5&2 f � j, T . I - I . I -
I I - i ! i I I
'
` m 11.1 I - I r_
I � - I - I ! i I I
' I � " a
i �
il
� I
.11-Y't
� cn � 3 ' 2 "' I Vz
" ' 16 EXIST. CURB AND GUTTER
15 .1, 14 I z I I I b%
I I
� ;
I A
I I i � I -
. .j - i : Li i t.'_' . - _... -
1 3 � � ,I � - . CENTERLINE OF STREET
t I �
- I ' : � 11 I "
I I � ,; �
I 11 . � � I Xf P z � � Xf P ,
Q I � ; I I I—- - _'___.____'__'_'_.'_.'_'_ _.__'__"'_'_____'_" ___ '. '
- I . OP. J54.2 i OF� J54.4 ' Xf P J54.6 1:1 354.6 � XFF� 354.8 1 Xfp J54. 9 * Xf P J55. 0 355.2 � Xf P 355. 3 XFP J55.5 __________ " _._______'__.'.z I ,
.1 - I I v I . .. I ____-__1
1Z I c � ; . ; m a . i �
` I • - i . ` .
. z ,I . ; i I
� I ' 4 t ; I
I -
I . I � � I � .�
I k � ..
� ��
'' � I � t � t i I � 11 11
I I. j I I � � 1 , ,-- I . � "� soma smanwammum"m "� q�
.. $ � � I I i �"�
I I 11 �- , I -OF-WAY
I 11 ; : I 1 'i L'y ;--'� PROPERTY LINE/RIGHT
i I ; � 4 .
I I � i 1-0_�_F_%,
8 i : ; . ; I ;� i �1�'
e � I
I ; I i
I � � c I .
� I I
. f t 1! ?
I 11 ;. I
� I
� I � c 11
1*
I - i
. el
I I - ; 4 � �'
I I � - ,I I I � _____' ---I,- - _1_____ PAD COMPACTION LIMITS
i I a 7X2 i I I 1 1
; . i 5 11 ; 11 , ,
5 '� 0
1 ! I . I ' k
I
� ;
I I i � I I
.� " I � " �pll_
I _1
11 � �' I
� jc-_:�� . � . ;
11 I I
I I I .' I z � . XFP J56.2 7
I
� ! I 'k I -1
I i I I .: .
; I �
J � It i 4 � ,
� . , � � � I I -1
I I . ; ? x � � I � � #
'
-
-, I I i 11 I ,I '� . � 9
I . � � * . .
t - I .' I � ; ; I
mmmftw� .- 5 � � 11 ! % z 1 _. - - - D STOW DRAW
__ I 1, . � I I � ?
�� I j ---- I � �
i f 't � � � I � __ I " `__`_� � p�i� "qj-'�-j"-�-' � � � I I
� i ) _. � - I E. t ' - ,----,--,, z .
! , ' ; ! I � -, ; ,' '
.1
I �_ -"-- __ __ ---..-. �__ __.__i;W' � F i 111 � �
, .
I � . I r, �. L-ill"D � ; ,;�_ �'� �- 114 --.i -'-A �_' A , I
'
I - I ._ I' � e _� �" I
I � � I 'A'Al �z I 1; �
'I. I 'z p""; 4 1 �___._ '--' _ �_ _x __ __ - ) � ; 'p, -; ; � $'� � * � . I � 0
r jO tl� t -
. � __1.__.11____ 4 � "',_ #
� --- ____ .---- -Z-,:: .. � � . '�
1� . I I '_______'_'_.'__ --- _ I JV I ,
I � � '_7- ,
. I � 1� -_ AWAw- m _mv.mw_w_ m .--w W.-Aw Aw__m*_4m_m Amw_ .11
m I - I � I I! If
2
R_OAUNEN� / � I 1� _" C-4 1;.
i I ;1 I ,I 7 i 1 14 ,��' a, k # i \,.
I I '? , 11 T-A
i 11
� ? 11 I/ I \ '. i . � � � ; � x ---ffm TYPE 'Ne CATCH BASIN
. z �' z i 11 � I
I : I t " � ? � t .� I
� - ____"_� - - ._ � - - � c - I i
I
I i . _ __'mh__1..1"t1;wt I I .1 11 � 1�
" - .�w 1 I I I
1 1. i k � WITH 'I %V0E "ING
I� -.1 __. �AL . � - -- - -'-'-' _� 'i I
' - h - ,-ML---..----- - t"&L-- 'L
. A - I _____ P i �N_ - . - I I •
UNLESS OTHERWISE NOTED
I � - ____"g'___Aj _-
_. . I � " i I
� r f . 11 � - �_rt I
'i ' I � • I J, ,I Q
! I 9 i - I T..-2-5-to 0
--
. . 152,5 i ` �
FL r kAo�� � t � 4. t
� I ". a il '
i p I - �9 1 . i�� T,257 45 r4� �,FZ , 64 pj I i
f f ,I 1� .
.
'. 0 '� , � /� , 1 '�4
,;?
- - , - � - � - ------- - -� - _____.� - ---.-.-..- - _____� DR I VE '0 11 . , 5�
. " , �o M ,
4 , 10
I I z _ � / /c
t ,--" . S 11 ,'
- I - � - � - �_ - - , *' - _.._.....%_ � �_'_' , _ J.w- I I
'I ...ft� - . I � __ . a. "I DOST. STOW BRAIN
" � �� i � >1 6 ---,,---.,--,,-.--,.---�-.�,-,---�-,�-�-.,--".-,�-.--,.,.-�-,.,---�.",
. - � - _�_ - -1 ___ - 14 . . �_" . IL f � "44 1 1 11
i i � � - I- - _ L
. ! ` ' __ t - - - I ;�- I r
� '
- �
'L 5 - _�_
I , 1 -4 .. � i .
'
(PRIVATE STREET) . I p� 11 '4 " - ; - ------ - � - �
' -
_� >T 11 - � -
.�
e f � 's L f I . � I 76 a i 1. i f- I - 11
"
� I I I 11 - � -- A I � I ..... ? i
I I ; . I fL � p __'� i
I .
I
I � /I I ' - J, Z' .J .3 mm�� mn��
11 i I I I Q.- 2-5 X ri 1, i F1 k. 3 A - Z11 .; � TRACT BOUNDARY
�. -
I It -1 I 32A-'�-' _.'� sw I � I I �D .
� < 444? , i
I
i - � I I ____ _ -1 , u- /1- I J 0 I I-- I I
"I
- I _*.-4.-k_ - .- I I.- - ' 1 L25% I � !
I ; -
11 .1 I _.'_�_� i I
� L I I I ; � i - �
.1
I" k I '\,FLOWUNE I � '� I � . - Z-* "��_Z:41� �
I �' �' ��_'.*_
' I WtL uw
,
7 F I
I I ii I I I I (1-s I I MA B I
I`
F ; - . � *' . 11 o -""**�'�'��--.*�v ........ J__# . LIMITS OF GRAONG OUTSIDE t
. 1._ . . i f I ; I il I � � - t -
�
I � I I 11 � ; � I �' ,I ����� I i . � -I-.--,-- __ ___ __'______
i " I ' i I " 1 4 k : I _ ��_ - -- � ! I f, t I 11 ' ' I _ � '-.'_ . _ _'.____'_._______ �__ 1.___1_1__._.1_ � ' 7�- __ _'_ "'___'____ - _ ... ; ; i � 11 --i f-v_____ ___._1._1_.1__1____ I I '= - _1_____" I _�_'__' ___.._._1'_'_ - - I I � � � t , ". ..�-,----.-L,""�6--�--�-.---.-.,-,�- i 11 � R I _. � ' k A , -1 i � i I '�� � ) i I . ; � !t i i 0 � Mm ...... 4.0.0...Nom � t., 1 -_/`?1"____" ___ � ., , - 'j- .----..--,-,- --- ---__._____... -1 - __ -,--,-------- _ '�__ _ , __ ,--- -,---,.-- : "', - ' '-'- - � ' -'I ------ _____._____ -- ' ' , � , I ___ , ",r-"---L - W ---""-",-- __ _'_' ____'__'__ "'__'__'AAh___".__:"__ _'f -'-' ___ __" ___'_"_'_ --'-^ "-' _-r-'-"-' - .�--- _.f . 1-L -1 : i r- " - - , � ,t-'f � , I _ - _�_�_" ..... -----, 11 ----.,F -,�-.i:�i-'-----�-,---,'------,--- . __'___..1__'.__.__.'_1._ .8 I � I! " In " ' -1 � "J � ,�7 �A ---Ar-_-1�V_-'-_1-1 - -' A , � � __ �' - _ I I If Y - !�.�i _ " - , . R _fK5N1____ "--,-----, '_' ----- ''I ) '_ J 'q� OF THE ACT BOUNDARY
1_.__1 gr ._-___"__'--.-- 15 "�.. � ! _____'_______._.'. --,---- --- --- __'__*'_�_.__ �_1_111'�,'___'___ 4_'_�� I � t I � ! I) -;----- - ------ - I " - ��'. =:��m __
.1 I �" z Pi. "I i� 'i I -
a I . _"� I
.,
. ,
. < '.7 , -- i _n '1:1'_� �' � �'. � "� i �
' I f �
i ' I _,_,_r � � I y 11 ` 1 . �
i 10 I , � _._" n i_ X v - A
._
M "�'
- -
A � I a:: . i i t , � -- i 5" WIDE WA LINE EASEMENT . I , SECTION LINE
! I . , � 11
. ' I i I � 11 I . I
0 I I t i " -
I I � '
-
i � U.J I ; . I" i � Is
'
I
t
I I � r 3 -1 I ' 4
I � I I I j . ,I i I I
I - I ,. � ! ,
I � 11 � I t "
. ; I � -1 ' � I ? IN FAVOR THE CITY OF .
. % - I I �
L
ft d .. f � i i -�&-�-, ', I 1,
� : �
I p
! I I-
I �� ! ;
I � i . K�"'
1; i I - uwi ) i
I
. .
� r*_ � � ;. - BAKERSnEW PER DOCUMENT P40. 1 � i '_111. i
.'
" I "I V_ I . :z: 0 7
V� � i � I ' : � I
I I I I
i < I I � I I 11 "Ak '
! L ,I � i , _i! I I I
I � " � I I ; I j I
? 'i i � A 11 i �11
, W i I ' I
I .1 � w I � I I � , OFFICIAL RECORDS. 'i �' Qn - -
I I ", �
I :;w � 0 � i 0206219958_i c % cj OV!EREXCAVATION AREA
. . 7 .� ! i .
I . I � I I I � t
� � 1, I 0. ,
�'. � i � I � In w-ri
I 0 * � : r) _� � : 7202 � 11 � 7 I
1,
� � - 'i ,I
I 1, ;, 4
. ' -
! I 1 7 1 - I
- " z � � r i J
N '
I I '
� L 4 11
. cn: I
f z � 1 1.r.
'
I ?
� I � �
i i i % i 11 I f
I . I I 3 I .
'
I ! I A111 � s I
i r I ;
11 � ' 5
) e- � rm . � "T
i 11, 9 10 1 14 I
il 4 I �
� cn 29 30 31 33 �L � I
� 4 ' 'X54.3 . I ! i �
� . 0 w ? .' P � I I ; .
'
i " i I . � � � i ' i I I
I I- t f i I I k
i X _j &fP J54.2 Xf Xf P J54. J I � r _' 11 : I � ! � ; 1. I � m � . i i 2 i . I 8 Xf P J54. J '� N � O J55. 0 11 Xf P J55.4 11 Xf P 355.6 Xf P J56. J � '', �L - w CA I .� I � ' I 11 � a t � . I �' I
. a � � I � I
i I w I �' ro" I I � . t 1. �
. . " � R '. 1 Xf P J56.9 I z �
? . � 11 ; at j.'" , -I ,
--.\ � 11 , t i . i
I I � v � I t < i I .
� ,I 11 i I 11 4
I ON i I I �
I ; I I � ; I �
, � i i i if11_1;"_'__'__' _1_-._-_1._1_._'
y I " I I !
I >__ . : 8
'
cn k" � � �
' I
' I ,I ! I ) I "J e. A I I \ I I I I � ,I i f
z . z I I I
� j .1 � ! I � � � -1
� 11 1
,1 " i �
I
z L .
I 11
. . I ! 1 2L I 11 ! "I. I � .
11 . Ne, ; i i
'. . 11" � I i ) 11 11 I . �
; I "_). ; 11 " ' � t I ,
I . � � . E 1
I I � � �
� i ) I I I - t ''� i I
I - � - . � � 1, '�.�
I i I
.i � s ; 1 I i L, OP 355. 0 � i Xf P J55.2 �� I �
. I . r*- IN z . � r " .
I I . I i .
i � I � : " V) � Xf P J55. J ) 1; "I ! f
I i ! � . : I v � � � � � i
! � 20.00 . I ' I i L ' '. � - 0
� 11 . \* I - � i � *' . I
e I , 11 L, r-
� � � � �' � � " I
I I : � � : I , i
. I I I - i
. ' ,w : � s � I 1, . I I NJ
I z I 1. I
&M*2910*E I I I , � (
I I 11 I .
. I . � �
, - ( - . -, I
� i - _ I I i ,"O' / x � - �
� - � w I I f I . i 1. .
, I �' !
11 :1p i
5 � ,I r i � t 11 i i'
p i � �
� ' i
. I ' f � . . i
11 i - ,I I ; I i I
i � I i - � i
� i � ; I � !, i i I
I i I I 11 I � ,I 11 a
� . I ___ I i i ; �
� . i i I . � It I 1 4. ; " �
A I
!W*n*WE *1 9 i
( "�. i I i, "" I
� - - a I i ! i 9 i 11 t_1 il
? � � ����im � � � a -1 � � I � I ! �.
� I 11 i I 81&86 . .z - * 6�.
� I I - a � I --- I . i 11 � I
I I , I ; .�..
I I m Immom,
'." -
� I t I I
?' � I � i " If � I I '11�-_
.. .. I � � I �. I �
I 11 I -1 �_-f
; � � i i I � I.-
'
; I I
I I I � "
! � � I I " i 11 z �
I ; i ; ; i � 11 �
% 11 . i i . 4. . I
'
, k I . m 11 � I
,
i I I � � .
, / - ' � . I _j
, . I I � .
� � � � � � 4 1
14 1 - � i � . 11 � i . �_'
I (Q I ; I i .'
I i I I � I ; ; .".
I ; ,I 11 � � Y
t -
, t
I I . % I
,I t
11 e mi
q I -1, 0)
� �
; 1 I
: � I � � I .1
i -- <
- I I --
I �. � I � i ,� ; Ob
..�
- �
I - I I i 4 z � � � i f
6 ' I— I ) 1 i � ,. � i � I '
, 11 I 'f.� j L �� I :,a I � 5 i -_
- i . L . � ,I I I � I �� .'� '�
*
I
I t i " ,
i i , --,--- -+ -Lij------------ -
a i t
I i n I
I � � � I i Ji i.
I f : I �' I 11
�L . � .- � � i I
� . ! I z I 4 . � � .; � � i
i I j __j . I � 11 i a
I ; � � s � "I I 11 I fl:
� 11 11� I � I I
i �
i
A R � I
I I ill.
I - ,
' 25 � 9'1\-�.�a . N I _n.
0 I ( I
I
t
I c I . 11
I ; - � L . IL
. � - I � I
I i ; 11 � I i
� * ' dy " , �' t � "
." f .0 I I
I i . �
I �� 3 V� i 11 ,I ... .-.-.-
-1 I , -_ ' 4 . � � " 0 � i .. .,
� I i C4 - f%-
7
1
L 4 •
..i � ? ; .1 E � 6 5 3 2 I I t I ' ab
i i ;1 ' OP mi. 1 � I � I I . N �
�. �
-1 Xf P 352.8 i Xf P J52,9 a /k- t___�l � i "I i I _j I x -
; i L I" . I a I 1 OP Its" � i I" � I I 18 ,
:
� t � - � i I .
I I f 0 . . I � 4 1. i ,I �
. i -x i � I � I i � i iL <
� a . . ffl� J54. 0 i I �
I 11 /% _. �
,I
I 1 13 1 11 I I 1 4 � 11 Xfp J54.1 � i Xf P J54.5 ! XfP 354.7 * i I
fl' I � - a � XfF� 354.3 f' Xf P J54.4 I a . Xf P J55.5 '
I � % f I • • ,I ■ i , �
t � �� C4 � � . i i � z L I f
� t i a i i �111
I ' V� z � I � I I 11 z I I : Xf P,' J56. 0 11 (n i !
I. � � - 11 4 � i i i1i i I ..... , Gj I I
�
; " I t. I
� � I ;. I I 11 ,I I I I
� � � �
.� ; t 'I 'i - I I .
' �11 . ' � �' i 11 � I " I ♦ " I 11 I
I , .1 -
I -1 I I I I
1 5 I r� i i . ; � 11 ,I � I
,I
I . � i i �
- 11 i i I � -1
� I i � 11 A � I i
� I w . z i
,I I �
LLL "r, 7i I ' i I 9 .
I � �
� I I - � I 9 1, 11
t z ; t I � - 11VI 0 4
i � I ; 11 .1 - S I I
I � � S i * .
-- . 5 . I I � . ! I
I i ". ) * I" � ! 4 " s
- � N - .1 1. � k
1. 11 � � -1 � I .� " � ; i ? i
I
k 11 a I I
I� ; i k ; '; � i % �
' 4 ' z � i 1 4 A � ' , � � ,,,,
, . -1 I t � i .
I" 1 I il i '� L I ) No. Ad I ,'I' � ': �� if
� 1, I � . I I
. i � � I
.t ! . u
1-11-11. _ ".. 1_'_______ L , � 11
__,.",_ ,I � f $ ! � �
I __'. __"___'_.'j _' __ L � I I , ? f i�
�- _"_.______ _-, _"_____ __ ___._.'__'_._ ____ -T., � � � i i I k � i
� I -
- z � .1 I I '� 15 A i
� z ,; �"
� V I _ "A __; � 1. . . i ;
� I , � , L ft I I i I
I I .-.-. __.'____'__'1 ____ 11-1-----".s,,___,_.__._,,."- 1_'_'. 1. I �' i 4 X
� z �
' � i I i
. .1 _11_.__ 1 �
.11 I i J - 0 am
" I I " I __�__ __ _____ __ -.-- ___._1_____ _ _'_."__.____'_ . 't ,--, i <
i I L . i . 'J'll I t --j I .. I
. ) � - V_ . __ I--.,--,,--,- _..;1_. __._________.L1' i I
. J51 � � � .
_ 441�___' '_ ill - � !
t- I . ....-- L - - . i I �
� I 001 __ L I - _ . - IL __ I,& . I im -
I
- I I - , I
I '_ ., . V_ I I • I I
I 0 _ - 11 , - . � - -, doL& --L,---.-----_.- - t � *Mmmmwmmw
11 � . Dr-"- s 0.2,57a 1 _0'.6 ,-71-, -,-, �11 �_ � - 17.- - - ft� I I
rTTJs4_ �0_'O_' I- - � ; il
i '_
ft 0.6
� .1 . & . (000 � 9 1 /. � I . I
1. .
- � I _. , -77 .. �
. 4-FAU Ac , I �
f
r z _�1�417� 1 _... - I& .. - _;?. 6 275 4% 11 -A I
. I . � I&.
� !; � __N%----�
11. 131 11 BEACH ASTER DRIVE 11 �121_ ��7-3�6Fz� . -'�;. L �:�__ -, _ _'__"'_""__ *---''- *""--
:�] J-111 .� I
I 11 . k� � I - - -_ L - � - - - - 00 ........ *� - - 1) 00 I 3D*T' 4.4 '�'
i Ili i I (PRIVATE STREET) " � , A . - ____ ____ .1 - - _� � I i 'I. ' I
) I . � "***' � - - - i I �
I, 0, I STREET RIGHT-OF-WAY
. i 0 ip) . . 4 w'; _ � �J' ; 1 ss., � I
- , . - _. . . � - I '�_ i ?.O-- , 1? I'll,
♦
-_ �p I - _.
I I .) . 'w_ L i _t__
- ____N� - .- D_ . - �. %"A
1 1 .6 J-15Z v rL'140 � r_0 IL � -"-.---- - ------� �._W.w'. !'-�w .__� - �
I __%_ b #- 4 Fl- ft F - �� T -
L"Oop o _ - . P_ ).�j 7 - A I I- -tJu 7* 5
A�� . -1 - ��4 �1" 00 - L' 35 sl�o J5
.
. 01 I _�� � - ,C?j 5 i
:p 5i':1 _L,1y--'-"' 0. 2 5 % 9 s - , .
. . I 'r �!'flf'f' 737, PAGE
% 4-5-- - - zi ,
"�� 3,52-04 FL ...... ��_ � -5.8 1 � �4.��z 1
'� _"
� I . � I __
%LL .- � 1.61 __ ________� _oW_Q""� __'_A� ..... _ __. ... � ,,- - ! I
- � � go.. _'r " - ",',,ill __"'� _ '-,W _____ I ' �_______'�' -1
' I - I - . - .- '�" . I I
I
I % I , 10AS 5W�
1 ; qvrmlw to I I L I 41 �fL . � I/ P�111 - � *;, Q __ _-1-4e-4�_-4-� _� � i 876a O.R. AND TRACT No. 47090
1 1 __ I �__ �_____'_'
'
____ L_ 4 " -3y1-"*0r TIL _ifuj . � 0 MAP BC4K 37, PAGES 29 AND 30
�' ? '�
'
- I I I
I , � i
_____ 1. . - -_ '_ . " -_ ' . -_ - _ �___ I—— - - -- - - 5 , ft- T52. 28 . f -L e L� i
I � " . - ' J, .P 15 ,
I
-
. .. . . I � .1-1 11-111- -,.-- .- ___ -_ . vv- ,
I . X _" �
i I All ________.'____ �:__�� . , _______'___._.� 11 11 i
L -.,.- .
- _. ___-'._'.___ _ . .
, , =':'� ____"_'-_'_1' ________T' - ___ - .-----! __ __ ____ _._ _ Z_ r "-- , , '.�
f � 0 46 , ___ "--. ---�--�---.L-..-,�.--.-�--,-",-,��- i " - . �
�" '-_-'-_________'__ _1_. ------- ___ '� __ ____
1411-, , ---.-,--.,---��-"�-�---�,-,--�-,- . _*_'___' ""- _'__ "____' .
� ____1__.1 p -.---.---..---�--,�,-"--�-,.-�-,- . ii I
-
. �' i jl�. � _.__'________'__�' �i ________1__?______'' -' _1______11 I—— ___fz'___.___ -.-,- --- ------,"---:- ___ -_ --- _ Z1_____----'-'-'-' L_'_____ __ �' �
i il I 'i T I---",.-- __ ___ _ ___._ a
- _ ,� .1 .1.11 -'� ! 11
. - � I ' _�--.__.__' 1__..1__1. i _ _ --- -- .--- --
. I � I -:.-- -,-,, _ f
-4- 1 �.--�-----.-,--.-----�--:4---"-�--�-,�-..,-
0 / . '� ''__'_"1'1__________11 j�y.) ____._'____'__ � q I -':-"":-_.'t-L�' ��t j � ' i
15 11 .. i I � __�__ A, ________'_____-"___' ___._'1 _
12.97 . I ,I • I z -1 i ,I 111011 i'__1___1__1___.__'
' I � i � ' � -.---- - -,--.
4 I I f _'__ -,.-.--,- �'t, �_"_ -'1j'.
- . i � � *1 I � 1; � !, t "(., I . 1
% . I .- .1 I . I I 'I I z I �' 5C', 1;
I .
. I I � , 1 5
I 4 I � � i I., 11 "I i �j I
, 11 :' . I i t .11 .1 11 . I I
I I . L. . i I - I I , ; - �
I � � i I �' i
i � I ., ; _1'1_11i�'
4
I . ; I Ini I 1.
` 1* f I I .! I I N
( 5 i P
.
. I .
i . 5z * >_ I a . , T
cn N8979"48OW . '
'
' ,
I - '
; t � '>). � i f U,
I L I .. � I I � j ;
� I - : -
7 w b ! � i I "I
L i
?
I I � I I.
'A I I 11 . �
I
. I I
` �
� 11 �`
i I I � i � 11 i � i.. �
� '
. I � I i ' I ;. i
11 " q, � ' I 0
1 i I
I
� t 4 ' I !
,I L I ; i � .� T ..j � 11 i
I I I I ? i ". �
1 3 $ � ' . � i
I ; I i . � 11 : � i \1 '
I I .j . .3 . I � ; 21 � 22 � I ,I a �
. 1 19 20 11 i� �
I— N
" . \
'
f
e . 46 17 ' 18 19 21 13 "' � 15 16 � 17 18
I ui 11F I ; 1� i 4 ". -I 1,
� �--a I � .I 1 NO
� I i 11 4 '
I '.
I a I - -1 OF� .35J. 5 � Xf P J5J. 8 � I t I : � I �" I (f) i I
; Xf P J52.4 ' I a a � Xf P J54. 0 � I � 1 i 11 I
. I
.. I �
0 . in
I C-4 LL
11 i
■ I . .r.
11 If � � I
�' 16 14�1 I 11 11 Z' ' ' .
I i I . � I
'A I i I; .
' I . , � I I r
' I � -_ 11
11 i I � � � �.
I I � i .
1. � T I" . I a -
I I Ir r � ' �4 t' I I 1z I
. � i � . I !
� ..
. 4
I ' *' � i Xf P J56. 0 I � FP 3 Xf P 356. 0 ` Xf P J54.6 I Xf P .0 � 11.
i � 0 , I
� ; XfP. 355.5 1
� 1 IW4 i . : a I
i ' 'i % 0 ,I Xf P 356. 0 X 56.0 r � a I � .. �'L' I '
I .
,I .9 4 A, . 11 � � ; .
.1 ! . I � 7 - ; " f. ,I L 11 t
11 . I i 11 � ; I �.
f � .. "I � � .' 3 I
.1.
� I ,� ,! ! I i ,I � � \_O.' . �
" u � ; - I i � � il
�'" 41 1 : � . ; � I �' ,I � " �
t I 2 w I "'�')� ID
I I
. � ' I , � 11
. I � i ; � � 11 �
0 � 1. � � � t I � .. -I"\ I z i I ! �' � I � 11 � f �
I j f �, I
- I � I �
� i I : ; � �. li I � 5.221' , A ?"
� . ; i .
91 � � ) i "I
. ,.
I
,I -
� I • .. . I •
I
. I !
I.,,-,-
7 - . ' I
I I-
I I � � i ; I 111� C!"! ) i
11 I - I i " , i i 'I
I
I P r
� � 4
I � t I r � � I ' 1 " -" J ,
� .
I I I � k i I I I _. . 1,
- I - I � � .7 11 .� I ' �
� I %
I . - ..
. e � ,
I � 11 � i ) �
'! I I I ! 0 f I I i f I I .. .
.� .. - � �
i I N
I i � b� � ", S89*29 48*E ! ! I f I I ' J-1-1-
! i f I
I i i � _.'
.A. . . . I. .1 803.84! I I ; -
I 15 I
--- -_ � �
'
L � - I .. ',;�-:�." t' o'oi
I � .iil�c j""I""MIEFTTE . , , -. I
' I .1 I'mm"w VLMRWI I rioNgENWIM 1( a 0 �� 0 MI _1_; � � ,
I,
su 4 (A
i
i
AV v �� itl�rjxxv 1=11 __ -1 � f) I
. . � 2 40tgz)
I Ir - - - -
1 4 - - -
I
..
tmAb u fluuwl / Y, -
' L .e / 'K L . --1-
M_
� , I/ .
q
il 11� . GRAD STREET . - 10 MWO-1 I �
I/
-
I . 0
,
// .11p 0
I.
i I - _.- 5 4 3 2 . // . I(
% al �11' / /
'� Gil //�'
i 6 a "** = /
) �' _j i rc N. I x x I I
I 'i 7 /i A mm - /
�11 2 xm e
I . 3 J I .
11 I I FP 0
I a
� fp mt I M. Zf*2 rn J&
1� I . 4 0 FP. 354. v 3 rD Zfe 4 *3 8
'
. . w
,!
w /
�
� I fp. in I m JM7 i
,
01/ 4 . I _a • op e /
I
/ _1q%vftb /
; I .
� i
0 S89*2W48 . / I
-i 'ol w
. I 1111 0 /
I
� 111111 L I I
61M ,/ /
�►.. - _ - �Y.. - - - - - - - - - .-� - . 1� 9
-
W0 I
i
I -
\
-
"I � I I -_ I * - 1-1 FIOWUNE""�
. I I ' - - �
llubn ! .1. \\� _____ -
-
I
I :1
�
i '; . ......... � - .W� - - . ......... � - 4b 0 • jal'ou .
I t - I -
-, - - - -r**A- - . - ---... - I L 1
8 _L L, � ,I I - &Vl,jtr?r %wilDIP& C> 0-m
100 " I YELLOW LUPINE VE lwre�r I
, v - �_ _. _� - -
I- � %w - --- --- .00 -= - - --------- - ..�
z � (PRIVATE STREET) to ii IL A - - ,
9� 0
. I I loom "
I .
�
%,
P - -
W)
� 0.
-
. 11 11 I I &
a
'
% � � - -
� - � - � - -_ - _N UJL 0
.25X
1 I - - - . -, - - - --I 4
I . L . - - WJNE %j
" " __ "'__ "_' _'_._"._'__' -, '_"__ _ . ILROrmw - - - - � - - - - � � -�__ - .---- - - - - - - - - I
. I - � _' 1 _."" ___ _ _'_'_ -'--'-- _ � .... ... _ -'_' _ ___,-I-.,,- -'- - _ I—— _ __ _ ___ - __ _..�., _
I-
_4 � WD' ,''T"'
--- -1
I
. t '_
, I—- - _'_ 1 I— 1 __ _' __ __. _ -1 __ -.."" __ "-. .."'.1 __ - _
-KIAW""
� r. A'[) W, I J _ _ f
I
x .'. ('_", __ . I I -_ _111 10 N -, -_ I/
11 I gm to
.
I .� I
I .1 b /.0 24 23 V
I
I
- A- r 1 2 00 18 v
I
M. 36 0% 0 in 21 19 17 16
.. f)� TAU8
." M. M8 FP. TA u I F P. 354o 3 Iro FP, Zt9 1V
" %*R,ro
FP. 7 FP. IY544 5 ir It/
" A . .Jr ,
. GR PAD UNES f P. x 3. Imp.-MI 1rL7,=11 I/
. . . I I/
. 0
r .'7_ . �_" 1._1_ -.1-.1 '.. I I
__ "_ ."- ___ -'-' _ _ "__'_ ___ ' __ '--"-- Z"'. ... _r _ .,,_,. .__ __ ",.,_ ___ __. 1 I- - L� --- ' __ __ , L - - - PROPOSED BLOCK
" - --- -1 - _ _ _ � I— - - - - - - - - - � - - � - - - - . --� - k/
1. 1. 'I .,7:) __ _ _ 1- '_ b �_ - _ I— ., __ - 1 ___ -:-..--- _ --.-- __ __ - - __ 4 00p . - _-�� - �
It- r_1_t_'1!nL_A_ ell', jr , i _ __ .
- - - .--.-,- ..- .__ -
_ - - � - .- - A - -
-_ I -_ I----.--- _ . 1 -- ' -_ - - ___ _ - _ __ T_ - --- __ ...... - - - MI - - - - _ _ .- . - _ .- ft �
'I . � I - - - -_ - - - - -- - _ -_ ",.- 1 - I-. . -.1 -_ - e
"I - _._' __ � - pp I ' I I - - - - - I - - . -_ - - - -
-�-� I - ---.--- ------- ____� I . . . ..... - - 11 -_ -- - - - - n!!-t -- -- -- -- - ..
� L L I __ I . - - - - --,
.... -..,.-,..,-.-,�-�--�-,�.""-,---------,"-"---,--�-,�-"-�--l'--�,,--,-,--.-�� . -, - ' p". 11 t N .-
-
- 1- '__' - I-,- _im--Nwm"- Z�. -.- __ -, �-_-L__ __ __ �_ - � __ - ____ 4%1.44! - - I � ... I N%.. I - � __ ___ - I `&AD __
-z=::;==-"_- . ---.--,-. - 6;1!m 0 so - .. F_� 4�_� 6W LL
1--�-I.-�".t�.,-,-,-"�ll,�...".-.---"�----.--.---,--,-,--�-"�,;".--,-----,-.,,-,--,--,--,,-i--,,-. 4 ky .61ftlanwe m -=:�--=t..---==-'---;�.-'_ - -, __ - __ ""m - � . �
�. I-,--.--- , -,�"-.�-,-.----.--;--.�1-11-.,�--�--.--, ____'___._ __�_=:��Z_ F! . m"m OF.- - -- -
wx,w-,��-----.-.--�,----..--.�--�--,-.-.-,�,�-.,------.t-�',��-',-�-�-T- -_-'___ '- - ------�-�'--"V�'-�.-��-----.,�-- ON
�;. -"-_�---''------- "��,--���,�:---�--���-=I�-:�7-----:---.�-,, .=-===---
11 . �_ ." _" ---,-- ------ . k ,------
--"----...-,.-�.1-1.1�-,--.".-,,-,-�---�.,-----,--, i _______' -
_.____._"'____ ...... �-".-.,--�-"�----,---..--.,��,-"--.--_ -,-"--",-,.,-----.---,�.,-,-,--* ' __ ___'____'_'_ --- 1-1---------,-.-------,---�--���--------.-,��.�------.�--.-,--,,---,---,�--- _'___'_" :I-,------,- .---I------ '_._ _'_"
- " , ;�� ' 'i' .,-."----,�-"--�,---.�----�-�-,�-.,-�".-----,-------�l---.�,.-r----,-- _
----L-�-.-I.�r-,',--..�.--�---.-.11�---.----,---Z--,--"-,---"-----�-�.-....,--.---".�,--,.-"-...,�--.-.-,-.---,�----,,-�--l'-..,---,�-1-1�.-Il-.�.--�--�,� . ........ �'___'______ - � __'_'_."'__""___'_____"'
" '� ___ _"'.' __ __"__._.'__ __'_'_"_
, __=:-'��-`�:1 �' -,,.---------, , -,--�-.-.-----.---�,.-,�,------,-- ,-. ---'L----�-""--.��----,----"--.-
1 -11--ll-,"---,-,---,-.-,----.....,--.-..--,..,-.,.--.�-.-,,-,--I - ------- -- �--_- ------ - "-,.,.-,.", -,,,---,,,,_,_.._".,--,--. ,--,- , --,--"---,-.--��1--l-----,-,-".,-�,.,--�-.----.-,.-,-----.---,---, __..' ----�-..-.-------.-.---�--",.-:-�---,-,.,------- __________._"____'
i__::1i_ -*�.,-,-.--�.-,-"---�-,--,-,--,---",----,-.,-.-.---..-�.�---,�,-----,--.-.-,-w------�.,.----.-.".-�-11--.----"-.,..--,�------.-,-.----."-,----".--,.�-,--�---.-�.---..---.,..,---- '.
, , " ��-,�--..-��---�----,-�.-.-.--.,-�--.,-,-,
_1_________1__1.__1" ...-�,,.---,,�---�.----,--,--�'�.---.,...-.,-----.--- �_ --.:-"4",.---,-,-�.---,--"--.".------,-�-�--.--. -,-�---,�.,___�,--,-,�-"-.,-.-.---��-�.---.-��.-.,.----, I ----,-,--------.,.-----,-------�------�------,-.,-.-�-------,-,-.
�
- - '_ --,�----,--��.,-"---�------,--.,-��,�11----.,.------,�.,�-,------------�--,-�-,�� - � , .
2-,.-;
-,.,-z
�
ommm -mm-w-madw- oft- 4"m 4mummmommm"m � "no - INNAM 410M MONO ,37��` __ --'----.-.-:-----.----,--,-,-�--- .-,-,-,--��--,----�-------,-�-----,--�.---,-�---, ___"' 1_1___._______.___.
*WnftdMW90WA� MWAM Ofta -----'--'---�-'-�--�---.--�L----_____,_.,_,____,,_,_.,��.__,_:____"___________. --------------,--�t----"----,-.-.� ____'_'__. ___';__'____
- - - - - ONOD � 60"MMWO'"V� 400* � 400NNNNWM� 40MO ll. 10 .... VAMN�W .'. ..'m - � 0-- ------I'-"- .. -------,-------�--.",---,----,-,---------,---� ------.------,----,..�------,----,--,.k---.,---,---,�----,-
. - - OR" domm -_ ' - -we mm"mmmft� . � v."�----_____ ------- _ ____'_.__..`_'_ . -4
I ' , off_ � .1 .1, . 1. ' '� mm,Pww mlmft mom ammmum..0m.m. ;;;;� ______ - , - - -
w '4�' �'',,,,"') A!-"'
, -1 , -,%,' ,I X, �' , ,
� 1; L , � � T �
- " '� 1 I I 11-1 1
1 , ,
I
, .
i_ � � 1_1 A �' /)�,' , I _ 11 NORTHERLY BOUNDARY OF THE CROSS.,..-,
VALLEY CANAL PER BK. 54219 PG. 1531 O.R. .
I
c 1% VALL Y
I
i
�
I
i
�
'
I
I
I CONSTRUCTION BY
. ENCROACHMENT a
�
----... ... 0) PERMIT IN RENFRO
I �_ me%* ... U-11 I I R EAST Va R/ V.
I e - 0 IF- --- .1.. oft a
.j
C4
• " I / (A
_!a
I
u.vax -e Ili
-
'
w
11 1.
I
;e 1.
,
- - - _ ___ - - 4 " Z
i _7__
1 11
�
.1
-
I I
�._ "Je I'l
� Is .?
� ... I
m"�_ I-
P* / i 'I
e
- I i
I
-,
/ 01 ✓
/_" 1"r /
?
I
. /_ I ..
.
I
- - ///` --,L,,;,/,,/// /' /
- - - - ---
I
I- 41wemp
,•.., I j , -
� c I -
. , I
'
..
.----.--- .__.___1__ 1i 1 - ------------ . f' r -!!!!- ! � _511 , .: c
I . __ - , 3
___'__ ___._'___ -.,- .---- - . - _ L I - .- '
_ �r '�"." -...m . i
- ___' ___ ,*,---- -__ _ - __- r'A� -'_T-__" - I
, , � •P! -R!" ! _.� , ---,.---
- !"____'__"'_ '_"-'------- "--,-,,- --,--,--- ---"' -,---.-,--, '___1.1_ ____ ". ---- '---'--- '_________. -------- �
"._ XISTWG OVERHEAD UTUTY .._.1_._'__'1_t"_1.'
__ -'--___._ TO BE RELOCATED BY OTHERS
�_� mom "am - L
. -_ "Nob 4� __� � � 4410110001mmummamw ""'�.w ... so ... 4'..1m.0 v'r,m...00 '...wmm.ms"�...."M.� - � Mom* mommommommomm � � mummommmamam am� emu& 40mmomammmmismim ,elm ..'m
EX. 4! HIGH BARB WIRE _____ do" now aw"mmb"w"', loom 4� mwmmmwmxwvw� mom ,NNW _1
FENCE 20' WIDE KERN COUNTY WATER I O' WIDE STRIP DEEDED
AGENCY ACCESS ROAD PER SK. TO KERN COUNTY WATER EX. 6' HIGH CHAIN -LINK
, 5421s PG. 1531 O.R.- QUITCLAIM AGENCY PER DOCUMENT
CA L PER DOC. NO. 000021306478 NO. 000213036477 BATED FENCE
BATED 03/15/2013, O.R. 03/15/13s O.R.
810.
I
�
__1_____1 -.-,- --- _.1___ ., - .---_-" ---.--,-..
':6k�490
•
"
q":
I
H. (3)
9
n
SIL
. I 110
4 i
"�__
I ,
i I _ _
I ;
=) . V.
0 z 60
v z
7
-4
7 /
t
, --- Ll-
,
i
1 <
;. i I _
45
z
..
/ /
- f /
,
I �
11
,
�
�
or- rob - -
/
/ /
/ / /
/
/ /<
� I il 11
I
! 5'.. Q "'
_ i �
11
I
� k .,
, 1. ,
'I L ' I - -
"
Kit .
*11Z
.0, .'
i
I 11-;_1 ".
I C7,L) ".
' '
001 0*1
- .01 .01 *01
k. ...W .0
Ir
3.. ,
i
I
i
I - "I ?"
,I !'I
5 11'
1 1 ...� I
. - "I
'
C-) i
d_.)
q- w to
<
I
<
� ' le""
I
1.
.
3:
I
;
!
� ,
j I '
I
�
1 ( �
1 1 '.
//
a
.
I - � , I
I I ,1 1 I
"I
.
1
!
I
i I . �'_
i . 4 44�,"
I
; I
I
x
0
I.- !
01
.J!
, 1� .
.� I "..'
i I
.1 � "
.
!" I " LANDSCAPE 4 .
'
I ( -
I � _
. " SWALE
""'
i -
:
! -----
�vi 1. *
.4,
; , EAST 1/4 CORNER OF
11
If
// I
i
.
il
I
I
'U'_�� SECTION 3. T.3OS.j I
I
/ 10 k � � /
/ / I , ..
i
I
;
� ����R.26E, M.D.M. FOUND
-
�J' 20 IRON PIPE TAGGED I
/ .
.
\ \'v-,
11
. -
ft
3& V a
Jv
, �
e ,p,_,.--,, ��,- No. 6448 UNIT 5, MAP
.. ,
/
00
0 0 4,
, , le'% 9
1 N57 BOOK 54, PAGES 106
• �
zi j N" io I SCALE: 1 "' 50
1
I
----. -
.1."_\ & 107
__,_1__ 50 25 0 50
;
_,"'
� pp - -- "
_ 5 __ I
It, -.1 'i -"- -
� 41 ,
,
th
I
�
-14
, 0 1
! - -
1
I .
' ' C" . ," z-'j ` 7'
-:', , "' !" I r'A"' _.
- ,,,
-, ' ;� I _T ' p 4 p "-
� / V If- � `t'�' "i I ;--
AN EASEMENT IN FAVOR OF P G & E CO. FOR 1""" 11 .1 1_ , , , "
I -.1.
TH'""�� I
POLE LINE PURPOSES AFFECTS LOT 12 OF THIS FO�IND 1/20 REBAR W ' ' F_" w ;"' /
MAP PER BOOK 6066, PAGE 1839, O.R. AND THE PLASTIC CAP MARKED L.S.
EXACT LOCATION IS NOT ASCERTAINABLE FROM 4383 PER R/S; R/S BK. .
RECORD. QUITCLAIM PROCESS WILL BE DONE IN 17m PGS. 97-98.
CONJUNCTION WITH RELOCATING THE POWER POLE.
THAT AFFECTS LOT 12. G*P* NO. 13-,"40000022
. I
I
I
I
. 1. . .
I .
I
I C)D- I
ioi
I
A!
14S
v%
_104
.WOW
110 8. )
�p �
* *
w
<
n
�
0
rn
•
"
q":
9_
"
H. (3)
9
n
SIL
=) . V.
0 z 60
v z
rn
N
0 w *
0 .
45
z
..
Z Lim. I
J :3
�
�
< *
W 0 M
.. .1
. �
cu
X CIO
d
it
uj <
M V
3.. ,
. x
CM00)
q- w to
<
I
<
aftam
3t
FMMN04
0 vi "
I
cz
4 Im c ma
N ui
p
(a
9
a
y
<
1
W6
I m I
w
a
x
0
th
I
�
-14
, 0 1
! - -
1
I .
' ' C" . ," z-'j ` 7'
-:', , "' !" I r'A"' _.
- ,,,
-, ' ;� I _T ' p 4 p "-
� / V If- � `t'�' "i I ;--
AN EASEMENT IN FAVOR OF P G & E CO. FOR 1""" 11 .1 1_ , , , "
I -.1.
TH'""�� I
POLE LINE PURPOSES AFFECTS LOT 12 OF THIS FO�IND 1/20 REBAR W ' ' F_" w ;"' /
MAP PER BOOK 6066, PAGE 1839, O.R. AND THE PLASTIC CAP MARKED L.S.
EXACT LOCATION IS NOT ASCERTAINABLE FROM 4383 PER R/S; R/S BK. .
RECORD. QUITCLAIM PROCESS WILL BE DONE IN 17m PGS. 97-98.
CONJUNCTION WITH RELOCATING THE POWER POLE.
THAT AFFECTS LOT 12. G*P* NO. 13-,"40000022
. I
I
I
I
. 1. . .
I .
I
I C)D- I
ioi
I
A!
14S
v%
_104
.WOW
110 8. )
�p �
* *
w
<
n
I
i
N
. 0
. 6 .
. I iln� /t 7 - (`1�16� T 1� -
.
tv
V=
z
*
I cm)
I. <
�j
=
SIL
�
v z
WWW4
I: C3
$N=4
4K <
C)
a rmmm4
z
sm 0
cz
C..->�W
0
cu
V 0
c)
uj <
M V
C)
q% I
CM00)
I
(f)
C:d
I
<
W
.j F
FMMN04
mi a
I
cz
4 Im c ma
C��
9 .!I .
<vi
a a
Q
I I i?
2
I
i
N
. 0
. 6 .
. I iln� /t 7 - (`1�16� T 1� -
.
R/W
10' 4"5
2
FINISHED PA D
2Z
st
IN
12 0 W_ REXCA VA 77LW 0114' RA X
(SEE NO 7E 2J) PR
MEANDERING SIDEWALK CURS AM
5
nNISHED PAD
12" 0 WREXCA VA 77ON
(SEE NOTE 23)
±'46- 0
LANDSCAPE LOT
1
40p
18
LOCAL STREETS
(PRIVATE)
-L
18.0
2-0 2
PROPOSED PROPOSED
A. C PA WNG A. C. PA WNG
-C
V
VARIES 1. 59 C:ARIES 1. 5Z
1
TO 3 4elalo TO J. 4Z
7 L0.2` BELOW 7
.±56'.
12 R/W —+I t45 4,5
t_LuvvLtfvL PROPOSED
*'UT7FR
ROUGH GRADING LINE CURB AND GUTTER
SECTION
A
SCALE: NONE \J�
TYPICAL ROUGH GRADING SECTION
115- A41N I Z MIN
10$67 MA)( 10Z MAX
ov, v
WALKWA YY
VARiES
nNISHEP PAD
LrAIS77NO ROUCH 6RADED
-
S MEET ZcnoN
12" 0 VEREXCA VA nON
(SEE NOEL' 23)
LOT 20
UNI T 12
FINISHED PAD
12- Jt 0 VEREXCA VA 77ON
(SEE NOTE 23)
— A.
P/L
SL OPC VA'q fES 1
2% M(N
AX
I ox Nfl_ x
FINISHED PAD
12" 0 VEREXCA VA TION
(SEE' NO 7E7 23)
( PALE LILAC LANE
TRACT BOUNDARY
i � R/W R/W
12 18 '18' 26
2
2s
EXIS77NO
Lai SL OCKWALL
2,wo M f N
2% VARIES 1.57-v VARIES 1, 5 Iwo 2Z 251w, MAX PON
TO 3.4.E TO J 4loo
L
0.z' BEL 0
FL 0 WL INE
ROUGH GRADING LINE
SEglION
SCALE: NONE
SCOTCH BROOM WAY
(PRIVATE)
YELLOW LUPINE LANE
(PRIVATE)
40" 40
R/W t R/W
loj 4.5' la 75' 4.5 1 lo
2
40
2
2
40y
R/W
R/W
PROPOSED PROPOSED
A. Cr PA WNG A. C. PA WNC
2
2's
EA7$-llN0 RNSH
2'
2
Z
7
5L Opp - WARII-S.
I
PROPOSED PROPOSED
/oZ
IZ 4�1& '
LO.
.. PA WNG A. C. PA WNG
IG A
U
2ZO
_V_AJR_LE3 1,57
TO a ro T, 4x
1-'
- St OpE VARIES:
t�J_OPE
17, M)N
or, MAX
PROPOSED
FLOWLINE
PROPOSED
CURB AND GUTTER
ROUGH GRADING LINE7
CURB AND GUT7ER
YELLOW LUPINE LANE
(PRIVATE)
40" 40
R/W t R/W
loj 4.5' la 75' 4.5 1 lo
2
2
2
PROPOSED PROPOSED
A. Cr PA WNG A. C. PA WNC
2Z
VARIES 1.57t) VARIES 1-57o
2%
7
/oZ
LO.
2' BELOWJ
PROPOSED FL 0 WL INE PROPOSED
CURB AND GUT7FR ROUGH CRADING LINE----" CURB AND GUTTER
aECTIoN
SCALE: NONE
TYPICAL ROUGH GRADING SECTION
2
T —SL �nP E VARIES:
10% MAX
EXIS77NO 24" GAS LINE
FINISH ED PAD
N
12 O
(SEE NOTE 23)
LOT 5
UNI T 12
FINISHED PA D
12'm 0 REXCA VA 77OAf
NOTE 23)
EXIT` TING PAD
dme • Ir %owbo up ir rfili
It
SEC110bL,' L
SCALE: NONE
rYRCAL FOR ADJACENT LO 7S WIN AN aEVA 77ON
mrFERENar or a3 Fr. oR mrA 7rR.
2 2
PAD ELEVATION
27-a 2%
EXISTING PAD
-------------
rFp"�N
SCALE: NONE
rrMCAL FOR ANACENT L07S NTH AN OVA 770N
DIFFERENCE OF a J Ft. OR AREA TER.
TRACT PROPOSED
BOUNDARY BLOCKWALL
EXISTING
DIRT ROAD ±4' f lo'
CROSS DEEOED TO KC WA
VALLEY 2%
CANAL
EXIS TING
GROUND PAD ELEVATION
2
10' WIDE STRIP DEEDED
TO KERN COUNTY WATER
AGENCY PER DOCUMENT
NO. 000213036477 DATED
SECI]ON leo� 03/15/13, O.R.
SCALE, NONE
R/W R/W
LANDSCAPE LANDSCAPE
AREA AREA
z
VARIES I. 57a VARIES 1.5% 2%
TO 3.5% TO 3 517v
P
PRO OO ED
osrn
SIDEWALX PROOPOSED
PROPOSED CURB L0.40' AGG. BASE L0.20 A.C. PAMN(; PROPOSED CURB SIDEWALK
AND CU TTER L 0.50' COMPACTED SUB GRADE AND GU t
COMPACTED M 95%
SECTION,____ A"
A
SCALEr6 NONE Qj
STREET PAVEMENT SECTION
(PRIVATE STREET)
2x -PAD ELEVATION
PAD OVA 77ON
2: 1 SLOE
E
S CTION,
it
SCALE: NONE Kv
TWICAL FOR ADJACEWT LOTS WIN AN ELEVA770N
DIFFERENCE OF LESS THAN OLJO F11.
BUILDER'S
FENCE
fi
Z
F7NISHED PAD i A RIES (-n! VARiES
Poo 7
12" 0 VEREXCA VA 77ON
.EE EE NO TE 23)
SECT N i
99,0,0 2 0
.40* 5 S44,
SC ALE. 1 - av
G.Po NO* 13-40000022-
/17- G`1Ne CtnrF I./a,