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PM 11013 PARCELS 2 AND 5 OF PARCEL MAP
NO-11013. A PORTION OF SECTION 17 TOWNSHIP 29
SOUTH, RANGE 29 EAST, M.D.M.; IN THE CITY OF
BAKERSFIELD COUNTY OF KERN STATE OF CALIFORNIA F'
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U.S.G.S Y-292, ELEVATION = 782.57
B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND
1 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE.
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D.R NORTON
D 28009 SMYTH DRIVE ~ I
~ VALENCIA, CALIFORNIA 91355 12 t3 14 t5 is
h 1o ti PRIOR TO THE START OF ' (661) 257-3399
0 $ 9 t7 ~ CONSTRUCTION INSTRUCTIC ~ 7
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5 'y 52 53 42 ~ s P 5t 5a ~ COMPACTION TESTS SHALL
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$ ~ 42 23 ~ 49 REQUIRED TESTS SHALL BI 9 41
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i 31 27 'Y~ 22 . I ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES
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STREET IMPROVEMENTS i ,o ~l
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~ 34 24 / ' 0.25 A.C./0.40 A.P. 319,( . ~ Q " M " I / • ' 4 TYPE B CURB & GUTTER i8,~
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t3 22 ~ CROSS GUTTERS (12 WIDE) I I ~ , I ~ - ~ ~ 5 SIDEWALK 91,(
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,_.ITY HILLS DRIVE LIMITS OF CONSTRUCTION PHASE 1
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REVIEYVED BY:
I RE loNS OYE B n APPR 0 Y ~yy A ~ _R_
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I GEORGE S. COly1~, P.E. GATE I R. • , 1'~i90 (EXP, -3►-47) AFF1C ENGINEER, dTY d' BAKERSFlELD DATE t ~ F
~ 6 /~y 1 . ~ vrv ~ ~ ~ n ,r'~ ~A/1. /Lu ~ ~ MN1~0 un I orun,n~, i
MV. rtcnaiviv MARIAN P. SHAW DATE REVIEWED BY. Iccrlawly ICCrlaL'U or nrrrtvrw or Up%IC. ~p , vi 1 i yr vr'In~l~an~w v"rnrN ImL114 i yr rvo~,.w tw~nJ
SCALE. 1 200' RGE. 31178 (ExP 12-31-og} AMM D S GSC /~c,E S CDPLANS PREPARED BY; a
F ES REVISIONS TO TIE-IN TO EX' g}r3lp E F 0~TIE* IN TO EXIST. ~
REY1510N5 APPt~4YED BY, BY oe? CURS R TURNS AND PRO IL R. V TANT PUBLIC WORKS DIRECTOR 9I~ T ST. PN/f
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$x: . :rsW006 PROVED BY; I I R.G.e c66957 (E 0~)
By O RI AN P. SHAM 1~ F~Crtt~E~ PUBLIC K5 WORKS DIRECTOR. CITY CF BAKERSFlEID DATE
R.C.E• 2M ($XR l1•$I-f?fo RAUL M. ROJAS R.C.E.: 880 (EXP. 12/31/05)
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FOR STREET IMPROVEMENT PLANS
IN THE CITY OF BAKERSFIELD ASPHALT PAVING NOTES: THE FOLLOWING „ITY OF BAKERS BAKERSFIELD STANDARD DRAWINGS W
SHALL BE CONSIDERED A PART I 1 PART OF THESE PLANS.
" " CONTRACTOR TO OBTAIN LATES~ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD ASPHALT CONCRETE. ASPHALT CONCRETE SHALL 8E TYPE A (MODIFIED) FOR J LATEST EDITION THEREOF) ~ ® ~
STANDARDS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND W Z ~
SPECIFICATIONS, LATEST EDITION AND SPECIFIED SECTIONS OF STANDARD SPECIFICATIONS SHAD CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE FOR PUBLIC CONSTRUCTION (GREENBOOK). STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. _ Wiz
2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE CITY STD. N0. DESCRIPTION STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE F~~RTHS (%i) ESCRIPTION (n ~ ® O
3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE", OF ST-1 CURB AND Gl THE STANDARD SPECIFICATIONS. J ,URB AND GUTTER (TYPE A , B ,AND C )
AND COMPACTED PER CITY STANDARD DETAIL ST-22. I 2 w p Q COMMERCIAL DRIVEWAY (TYPE "A") ECR ~ Y ~ ® ~
WHEN DIRECTED BY THE ENGINEER, AGGREGATE CONFORMING TO ANY OF THE G?,~aDING ❑ ST-2 COMMERCIAL 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION REQUIREMENTS IN SECTION 39-2.02; "AGGREGATE", OF THE STANDARD SPECIF.~ATIONS
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS YY~~ERE THIN COMBINATION/STANDARD SIDEWALK ~ FL 720.1 I Q Z ~
LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. C ST-3 COMBINATION, 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH
LATERAL. ASPHALT BINDER FOR TYPE "A" MODIFIED ASPHALT CONCRETE SHALL BE AR-8000 ( ) ❑ ST-4 RESIDENTIAL CONSTRUCT TEMP ~ RESIDENTIAL DRIVE AY I _ , _ R_., _ . ~ ~
6. ALL EXISTING IMPROVEMENTS CURB, GUTTER, SIDEWALK, CROSS-GUTTER, FENCING, VISCOSITY GRADE ASPHALT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT
( CONCRETE TYPE "8 (MODIFIED) SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED ASPHALT OF AR-4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED BY THE ® ST-5 HOUSE NUMB 1 ~
AS DIRECTED BY THE CITY ENGINEER. ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN Itv THE TABLE FOR
7. ALl CONCRETE SHALL BE COMPOSED OF TYPE II CEMENT, MINIMUM CEMENT CONTENT "STEAM-REFINED PAVING ASPHALT" IN SECTION 92-1.02, "GRADES", OF THE STANDARD ❑ ST-6 PAVEMENT Pi
OF 560 LBS. CU. YD., AND A MAXIMUM OF WATER CEMENT RATIO OF 0.50. SPECIFICATIONS. ~ ~ ® ST-7 RESIDENTIAL
8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS 1~2G SERIES BOLT AND PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO
VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY THE ENGINEER THE FOLLOWING INFORMATION: - T 11 MAJOR CAL „ ® S /LO
STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6 FROM BACK. A. THE AGGREGATE AND ASPHALT SOURCE; I
❑ ST-12 ALLEY CROSS 9. STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR B. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02,
SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND "AGGREGATE", OF THE STANDARD SPECIFICATIONS. MATERIAL SIEVE i
DRAWINGS FOR HIS USE. ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN ® ST-13 SURVEY MONI
10. THIS CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART SIX (6) MONTHS. "THE OTHER TEST RESULTS REQUIRED IN SECTION 39- ® ST-14 STREET LIGH1
OF THESE PLANS. 2.02, AGGREGATE , OF STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ■
1 A THE T HA BEN ESIGNED USING A MINIMUM "R" VALUE OF 20 SHOULD ® ST-15 SYMMETRICAL 1 . Ll S E S VE E D ~ C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367.
FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL
STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO ~ ST-16 STREET KNUC WITH CITY ENGINEER. MEET THE REQUIREMENTS OF SECTION 39-20 , "AGGREGATE", OF THE
STANDARD SPECIFICAPONS. IF THE SUBMITTED DATA SHOWS THAT THE ❑ ST-17 STANDARD WI
12. RELATIVE COMPACTION OF NOT LESS THAN 9594 SHALL BE OBTAINED FORA MATERIALS ARE SUBSTANTIF•.LLY THE SAME AS WHEN THE DESIGN WAS MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. _
PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACT10N OF ~ ST 18 MEDIAN CURE
NOT LESS THAN 9590 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW THE ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF PERCENT
FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS (4.590) TO FIVE AND EIGHT-TENTHS PERCENT (5.8q) BASED ON THE WEIGHT OF THE DRY ® ST-19 HANDICAP Rp DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF AGGREGATE ONLY,
GUTTER.
THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO OF THE ❑ ST-20 GATED ENTRY 13. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES COMPLETED MIX IS BETWEEN SIX PERCENT (6~) AND EIGHT PERCENT (8q). I ~~j19 `~4i Lr
(INVERTS). ~ - ~ . ,
PAVING JOINTS SHALL MATCH STRIPE LOCATIONS. ® ST-21 REFUSE CONI ~ - _ ' L
14. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED ® ST-22 TRENCH BALI
OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED SURFACE TOLERANCES, IT SHALL BE BROUGHT 1MTHIN TOLERANCE BY EITHER:
IN THE PAVEMENT PRICE.
A. ABRASIVE GRINDING NNTH EQUIPMENT UTILIZING DIAMOND BLADES (WITH FOG ❑ ST-23 POLE NUMBEi 15. THE CONTRACTOR SHALL OBTAIN 909o RELATIVE COMPACTION UNDERNEATH THE SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND),
SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 . THE LOCATION OF THESE TESTS
SHALL 8E DETERMINED BY '.1~E GTY. B. REMOVAL AND REPLACEMENT, OR ® T-1 STANDARD S1
16. THE SUBDIVIDER, IF REQUIRED, SHAH OBTAIN GRADING APPROVAL AS REQUIRED BY C. PLACING AN OVERLAY OF ASPHALT CONCRETE. THE METHOD WILL BE ® T-19 MISCELLANE01
CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. SELECTED BY THE ENGINEER, THE CORRECTIVE WORK SHALL BE AT THE
17. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBUC CONTRACTOR'S EXPENSE. IF USED, THE FOG SEAL COAT SHALL BE EITHER
WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. ASPHALT REJUVINATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER.
18. ASPHALT REJUVENATING AGENT SHALL 8E APPLIED TO NEW ASPHALT CONCRETE IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE
PAVcMENT IN ACCORDANCE WITH THE PROVISIONS FOR fOG SEAL IN SECTION 37, TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND
BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD THE AREA GROUND:. IN-€AC1d. LATERAL DIRECTION 50 THAT THE LATERAL LIMITS OF SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION GRINDING ARE AT~ ~1 CQASTANT: OFFSET FROM, AND PARALLEL TO THE NEAREST LANE
STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY LINE OR PAVEt~EN?'.EDGE, ANO. IN EACH LONGITUDINAL DIRECTION SO THAT THE
ENGINEER. GRINDING B~G1N~:AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUNf3._AREA. ALL GROUND': AREAS SHALL BE NEAT RECTANGULAR AREAS OF I
19. CONTRACTOR AGREES THE HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY UNIFORM SURFACE 4AP;?E~}RANC€. 'ABRASIVE GRINDING SHALL CONFORM TO THE
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, REQUIREMENTS INS 11 ?~`112~~ PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL r° ~ -•-TA `
42-2;02, , GONST,j~` T~Ot~. , 4F THE' STANDARD SPECIFICATIONS. REFER TO CAL TRANS APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THAT THE STANDARD PLAN RSP. A88A
CONTRACTOR SHAD;. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY A'~D ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION IMTH THE WHERE THE' CI')MPA~tE4; ~THI~KNESS IS MORE THAN 0.15 FOOT OR LESS, HhLF WIDTH CONCRETE NC
SURFACING. OPEC T10NS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT 1HE END PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE
SOLE NEGLIGENCE OF THE 0~1MER OR THE ENGINEER. OF EACH D~YS'WORK, 11.1E DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SMALL NOT, BE.GREATER.THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF ~ 12,
20. PSOMAS SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES T0, NORMAL SURFACING OPERA1lONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED L
ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RAKED, AND ~ OR USES OF, THESE PLANS. COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED _
BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY
ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE T BACKCHARGED TO THE CONTRACTOR. WHERE COMPACTED THICKNESS IS MORE THAN 0.15 FOOT, THE CONTRAC OR SHALL L
- SCHEDULE HIS PAVING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS
22. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE OR OTHER DOCUMENTS IS ,4000MPUSHED BY OTHER THAN THE CONSULTANT, CLIENT END OF EACH WORK SHIFT, 1HE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF
AGREES +O HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET.
LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN
23. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS.
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM CITY OF KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
AK RSFIELD BUILDING DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET CONFORM FEATHERS TO FACIUTATE THE REMOVAL OF THE FEATHERS WHEN PAVING B B E HANDICAP RAMP DETAIL RIGHT-OF-WAY, OPERATIONS RESUME.
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24. IF A P~~OBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING ' ~
ANY FURTHER WORK. PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. i i ' 1
A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF 25. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN ASPHALT CONCRETE. N
IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE TriE EXACT ~ ~
LOCATION AND DEPTH OF AlL EXISTING UTILITIES AND UNDERGROUND PIPI=LINES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND >~LL DAMAGES INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND ENGINEER. AT ROAD CONNECTIONS AND PRIVATE DRIVES, SI10WN ON THE PLANS AND
PROTECT AND AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR AS DIRECTEJ BY THE ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL
SHALL CALL U.S.A. UNDERGROUND SERVICE ALERT 1-800-227-2600 TWO WORKING SHALL BE PLACED AND HAND RAKED, IF NECESSARY, ANP COMPACTED TO FORM ( ) SMOOTH, TAPERED CONNECT10NS. DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. ~ s ~ i
26. IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (9590 OF THE AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, DENSITY 08TAINED V~TH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST _
Ht SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETAT10N OR A CORRECTION 304.
THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
27. SEE WATER, STORM-DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, t
I IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. OR FURNISH AND INSTALL TRAFFIC SIGNS PER C.0.8. STD. 1 1 r
28. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ON TIME BY THE DEVELOPER, B, ASTM D1188 WHEN SLABE OR CORES ARE TAKEN FOR LABORATORY R1-1 STOP PER C.O.B. STD. S-40
ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. i
R4-7 KEEP RIGHT 29. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD IN CASE OF DISPUTE METHOD B ABOVE SHAH BE USED. VV3-1a STOP AHEAD I
PUBLIC WORKS DEPARTMENT fOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY W31(CA) END
BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR WORK PERFORMED (THIN THE OF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE W53a(CA) NO OUTLET RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95~), BUT ABOVE NINETY-TWO AND T-1 STREET SIGN PER C.O.B. STD. T-1
NINE-TENTHS PERCENT (92.90, THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES,
OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT
CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THAT ENGINEER OF THE ADJUSTMENT NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTF THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION.
INDICATED BY (CA}. (CA} INDICATES CALIFORNIA C 1. 1
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE
RELATIVE DENSITY iS LESS THAN NINETY-THREE PERCENT (9390, THE ASPHALT ALL PERMANENT STRIPING AND PAVEMENT MARKING CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. THERMO PLASTIC PAINT PER CALTRANS STANDARD
SPECIFICATION 8010-21C-19
ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE DACC /nADI nAA1G1D1❑Aln m CCnTnAI ~1nl1 00 f1C TIJC "nDCCAIDMV" DACC IIATCDI AI J_-
UI%JL ,Vl1U/ VVIVI VI\IYI IIVV IV JLV IIVIY LVV-G.L VI If IL VI\LLIYVVVI\ . 1.1 JL IY l ILl\I lL FOR LOCAL STREETS SHALL BE EITHER CAB OR FINE GRADATION CRUSHED -AW7 Aff AV AF
MISCELLANEOUS BASE CMB CONFORMING TO SECTION 200-2.4 OF THE °GREENBOOK".
CHECKED BY:
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RfV1510N5 ADoR~V&D BY' ~S~° , PARADISO WAY
CITY HILLS DRIVE
D4~ ~ ~ ; ~ ~ LIC STREE c PUB PUBLIC STREET , ~ 1~ I
<; ~ SEE SHEET 8 NOT A PART R.L • ~tdo957 ^30^c~.,i , .>~~~~3~9 A ~7
~..1 , ~
J + ~
MARIAN P. S~iR~/ p'~~ ~~t ° CURVE DATA ~{.c,s. ELI?g f Z- 3t~ ctP) ~~~3F AL~F°¢
~ PC STA=4+31.54
PT STA=5+78.44. I , j RADIUS=2000.00
1 PAINT 12" LIMIT LINE USING - ECR STA 7~ r„~ LENGTH-146.90
THERMOPLASTIC PAINT PER. DELTA=04°12'30"
ECR STA CALTRANS STANDARD SPEC. BCR STA 6+32.47 (30.00 L)
- 1C-19. 10 WIDE MEDIAN W/ 8010 2
1 6" VERTICAL CURB & GUTTER 1.., _ _
STA 27 92.35 ~ SEE DETAIL ON SHEET 2 TYP ~ ~ ( ) ECR STA 6+26.17 5.00 L ECR STA 1+63.94 (30.00 L) ( ) FL ELE = 16.86 N
.00'L r R1-1 ECR STA 4+41.23 (5 ) TIE INTO EXIS IN PCR 1 1
H TS & 7 FL ELEV=720.82 5 SEE S EE INLET STA 1+77.95 (30.00 L) ~_____~'r~ww _
PHASE 1 FOR PA EL MAP N ~ - W3-1 ~ G~ FL ELEV-717.04 ~
11013 OF MCINTOS CLANS , + G I to I 7+0
o ECR STA 1+9L20 (5.00 L) w R4-7 1 - 4 =
~ W - - I ~ ~ ° C6 6+00 L3 ~ I
REMOVE A CUT ~ ~ w N .0 C
c ~ C5 II AND M TCH +00 ~ ~ L a` ss iJ
EXISTING.IMPROV M NTS ; = ~ ~ r- s'ss 4-7
L1 J a„SS II ~ r ~ - I op
G
R4 7 '47 ~ II 26 ~ L2 w i ~ i
- 8 ss oo II y: F . ~ 1 p :
- a"ss `~~5-~ ~ BCR S~ ~ ~ II
aIICs J I ~
~ ~ w lr ~ rn + r II ~ ~ ~ i~ 00 01 J
o + ~ Eop ~ ECR ST. 1 ~
o -i =W O ~ tJ~ .p D + ~ J ~ II 4
N ,N in BCR STA 6+26.17 .00'R II END OF P + o ( )
STA 9+ 8.84 BCR STA 1+91.2 W w ~ I CONSTRU( ~ J i~
FL ELE =718.17 , 5.00 R) 1 , i BCR STA 6+32.47 30.00 R II
TIE INTO EXIS NG PCR ~ ~ ( ) INLET STA 1+77.95 0.00'R) ECR ST 3+96.21 (5.00 L) f~ ~ r a •
SEE SHEET 3 & 7 1 FL ELEV=717.04 FL ELEV=720.29 1 ~ ~ PHASE 1 FOR PARC L AP BCR Sly 4+41.23 5.00 R A
t~u ( ) 1 1 ~ - N0. 11013 OF MCINTOSH PLANS , ~ ECR STA 1+ 3.94 (30.00 R) ~ FL ELE -720.82 E~ „ t a i
w r i
DISO WAY PARR
CURB CURVE TABLE SEE PHASE 2
CURVE LENGTH RADIUS DELTA TANGENT STREET PLANS
C1 48.05 30.00 g~•46'30" 30.94 _
LINE TABLE .oD -
C2 15.71 5 180 00 00 LINE LENGTH BEARING 30.94 t ~ ~T ~
° C3 48.05 30.00 91 46 30 R W W L1 205.00 S26 25 47 E . ~ ~ ~ 76 R/,
L2 205.00 N26'25'47"W Iv I v.vu ~uu uu uu 30' 30' STREET LIGHT PER MCINTOSH
L3 48.03 N22'1 3'1 7"W C5 15.71 5.00 180'00'00" a1 25 10, 25 a -8-8" ss- PROPOSED SANITARY STREET CONST. PLANS PHASES 1, 2, & 3 DRAWN BY: rs #
L4 48.03 S22'13'17"E C6 137.55 2005.00 03'55'50" 68.80 lal~ SEWER W/ MANHOLE pip ~u
L5 182.00 S221 3'17"E C7 136.86 1995.00 03'55'50" 68.46 Cl IL EXISTING SANITARY CONSTRUCTION NOTES 11
L6 182.00 N22'13'17 "W CS 15.71 5.00- 180'00'00" - 2x a~a S SEWER W/ MANHOLE CHECKED BY:
L7 121.12 N22°13'17"W 2% C9 15.71 5.00 180'00'00" -
L8 121.12 S221317 E C10 31.42 20.00 90 00 00„ 20.00 LANDSCAPE EXISTING STORM DRAIN Q1 LOCAL STREET-60' R.O.W. 36' FL-FL GSC ~M LANDSCAPE
c11 31.42 20.00 90°00'00" 20.00 5' WIDE SIDEWALK FINISHED SUB Q EXISTING STORM MANHOLE Q LOCAL STREET-76' R.O.W. 52' FL-FL APPROVED BY: 'LLJ
80TH SIDES OF STREET -GRADE C12 31.42 20.00 90,00,00" 20.00 BELOW FLOW LINE ELEV. - 4n u A.C.CLASS PA 2 PAVING VG OVER -----xx SD---° PROPOSED STORM DRAIN o3 UTILITY EASEMENT (20' WIDTH) GSC
AGG. OVER BASE OVE C13 31.42 20.00 90,00,00" 20.00 TYPE B CURB AND CURB TO CURB (0L0COMPACTED OG AGG. BASE OVER :D OG h0 20 0 40 80 PROPOSED STORM INLET CONNECT TO EXISTING SANITARY SEWER MAIN SHEET
0 ° " _ GUTTER PER C.O.B. STD ST-1 C14 15.71 5 a 180 00 00 C LOCAL QTWET S~ PROPOSED STORM MANHOLE
C15 15.71 5.00 180'00'00" - 2 SCALE: 1 = 40 HOR. Og 5, DETACHED CONCRETE WALK PER ST-3
TL VALUE 5 R-VALUE 6 C16 15.71 5.00 180,00,00" - SEE ST-9 SCALE: 1" = 4' VERT. CURB RAMP PER CAL TRANS 1. 61~ STD. PLAN RSP. A88A, DETAIL B U6 TYPICAL CUL-DE-SAC - 42 FL RAD OF
C17 15.71 5.00 180'00'00" - • R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY . Y
UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE FURNISH AND INSTALL TRAFFIC SIGNS Oj
r SEE SHEET 2 FOR SIGN LEGEND LOCAL STREET - 52 R.O.W. s6 FL-FL . :
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- r • , SEE SHEET 6 SEE SHEET 5
w t'°s,v k~S ~ I I I I
g'' TRACTS TO BE CONSTRUCTS CONCURRENTLY TRACT MAP ( ~ ~ II
~ ~ . TRACT MAP eY.~~+~ WITH PHASE 1 CONSTRUC ON PLANS) PHASE 4 ~ I (
~ - - PHASE 5 J I
II ~ E R STA 15+96.00 (25.00 L) - - FL ELEV=725.82
- II I I tij
II I I BC - II ~ ~ II FL
I I BCR STA 13+ 6.05 (30.00 L) ,
I ECR STA 11+56.72 {18.00 L)-OPO TO I' 10 WIDE MEDIAN W/
ECR STA 13+0 .29 {5.00 L) ~ I 6" VERTICAL CURB & I Z BCR STA 13+91.97 (25.00 L)
GUTTER SEE DETAIL II
SHEET 2 TYP I I EG STA:12+08.85 ( ) t~sv~s~oay hPtROt>FV oK: ~gffsSt~ ECR STA 12+98.06 {5.00 L FL
S I I 5 ~ ~ STA:12+64.35 STA:14+94.15 `7
~ ~ 11 ti I ~ ~
(t o ~n~c P, C• DRS ~ y m'=` ~ I I I tc~a~o ~ ~ . G~' C'
, e. C 6 5 CEXV. -30-ob - .:~Y~J ~ 1.6fD - Rc 6 97 ~ - 41 85 2 tv k w~~+ 14 ~ Y- - R4-7
- - -111
~ Ica. ~1-bi-ob1 ~a~ L~E4 L9 J ~.c.~ 3t~t (E ~ CA ~ W o - rn N22'1317 W 28 •,~g
1 II s"ss B' „SS _ T
L10 s ss o I Fl $„SS ° I R4 7 ~ ~
I s E
W G ti~ I ~j I G F W
~ I STA:14+93.91 5 CURVE TABLE
I
CURVE LENGTH RADIUS DELTA TANGENT I-' 5 R4-7 STA 15+50.48 3b.00'R i D ( )
. ~ n ~ ~ FL ELEV=725.53 J ~ I C18 15.71 5.00 180 00 00 - ~ STA:12+53.881 ~ w
C19 15.71 5.00 180'00'00" - + BCR STA 13+09.28 (5.00'R) I ~
C20 31.03 20.00 19.62 c°Dn BCR STA 12+98.06 (5.00 R) 88 53 43
C21 31.01 20.00 n ° 88 5018 19.60 w t ECR STA 13+92.11 30.00 R , n , ( ) ~
C22 3 .77 20.00 91'01 20 20.36 1 BCR STA 13 16.10 (30.00 R) I
C23 31.83 20.00 20.42 1 11 52 BCR STA 15+96.16 30.00 R
n END°'~'HA'~E 1 ( ) INSTALL YPE III BARRICADE C24 15.71 .00 180 00 00 - FL ELEV=726.43
. n ~ SEE DETAIL ON SHEET 2 CONSTRUCTION C25 31.03 20.00 88 53 06 19.61
C26 0.96 0.00 88'41'36
INSTALL TYPE III BARRICADE
SEE DETAIL ON SHEET 2 ~
- - - _ 1 ._p.. ~ 1 _ I
LINE TABLE
LINE LENGTH BEARING
L9 202.49 N22'13'17 "W
L10 202.49 S22 13 17 E OPORTO WAY RIATA LANI
L11 192.07 S22'13'17"E SEE PHASE 2 SEE PHASE L12 192.09 N22.1317 W
STREET PLANS o STREET PLAT
~y
REVI ONS APP OAD. BY:
40' 20' 0 40' 80' E~ Nr
OEORGE . COLVIN. P.E. DATE
SCALE: 1" = 40' HOR. YR.. . 25190 {EXP. 7)
SCALE: 1" = 4' VERT. MARIAN P. SHAW DATE
R.C.E. 32178 (EXP. 12-31-06)
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LOT LINE s i i
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Lie L/n~ i FFURNISH AND IN~ LOWLINE ISH AND INSTALL TRAFFIC SIGNS O "'v"" ' ` ' ` U21 1 -36.12 3/.00 90°0000" 31.00 PJD ~
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~ VE EXISTING IMPROVEMENTS C4 31.72 20.00 90'51'37" 20.00 CHECKED BY:
B CROSS GUTTER 5' WIDE SIDEWALK FINISHED SUB-GRADE LANDSCAPE „ {8-a ss- PROPOSED SANITARY REMOVE EXISTING 03 UTILITY EASEMENT (20 WIDTH) GSC 31.82 20.00 91°08'40" 20.00 ~
BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - SEWER W MANHOLE CURB TO CURB 4A.C. PAVING OVER / ® SURVEY MONUMEI EY MONUMENT O CONNECT TO EXISTING SANITARY SEWER MAIN Al C6 31.08 20.00 88'53'06" 19.61 ) APPROVED BY:
TYPE B CURB AND CLASS 2 AGG. BASE OVER EXISTING SANITARY -CD-- ~ ISH AND INSTALL STREET LIGHT- 30.96 20.00 88'41'36" 20.00 GSC s
GUTTER PER CITY OF S FURNISH AND IN~ 0.5' COMPACTED OG SEWER W/ MANHOLE 5800 LUMEN PER LUMEN PER C.O.B. STD. ST-14 ~ 5 DETACHED CONCRETE WALK PER ST-3 S C8 925.61 2210.00 23'26'53" 5950" 469.69 o~GE Cpl/,~ _
BAKERSFIELD STD ST-1 B lEXISTING STORM DRAIN STREET LIGHT PE
40' 20' 0 40' 80' STREET CONST. F _T LIGHT PER MCINTOSH OB TYPICAL CUL-DE-SAC 42 FL RAD C9 834.03 2228.00 21 421.95 w =T CONST. PLANS PHASES 1, 2, & 3 _ C10 710.41 2192.00 18.34'09" 358.35 No. 25190 2 SHEET)
nvALUE•4.5R-VALUE• 5 NO SCALE 0 EXISTING STORM MANHOLE 2 ABANDONED OIL W DOMED OIL WELL o7 LOCAL STREET 52 R.O.W. 36 FL-FL
SCALE: 1" = 40' H. ~ ST-9 PROPOSED STORM DRAIN W/ EASEMENT ASEMEN C11 130.96 2192.00 03'25'23" 65.50 XE:xp. 12-31-07\~ ~F
SCALE: 1" = 4' V OR. * R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY PROPOSED STORM INLET UNTIL STREETS ARE CLOSE TO FINISHED SUBGkADE t
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BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - SEWER W/ MANHOLE ® SURVEY MONUME FY MONUMENT 4 CONNECT TO EXISTING SANITARY SEWER MAIN C6 29.21 37.00 45'13'38" 15.41PROO APPROVED BY: s
CURB TO CURB 4 A.C. PAVING OVER TYPE B CURB AND IISH AND INSTALL STREET LIGHT- C7 30.05 37.00 46'32'55" 15.92 GSC
GUTTER PER CITY OF 8" CLASS 2 AGG. BASE OVER -S -EXISTING SANITARY -a- FURNISH AND IN' SEWER W/ MANHOLE 5800 LUMEN PEf 1 UMEN PER C.O.B. STD. ST-14 5' DETACHED CONCRETE WALK PER ST-3 C8 925,61 2210.00 23'59'50" 469.69 _ No. C66957
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LE=7 C EE 78.5
710
7+00 8+00 1 +00 2+00 3+00 4+00 5+00 6+00
CONSTRUCTION NOTES cuRV~ TABLE
CURVE LENGTH RADIUS DELTA TANGENT ~ LOCAL STREET-60' R.O.W. 36' FL-FL C1 31.42 20.00 20.00
90 00 00 1 TREET
y LOCAL STREET-76 R.O.W. 52 FL-FL C2 31.42 20.00 90'00 00 20.00 i
. C3 31.12 20.00 89'0$'19" 19.70 3 UTILITY EASEMENT 20' WIDTH 11 ~T r
( ) C4 31.12 20.00 19.70 P dM s 890819
4 CONNECT TO EXISTING SANITARY SEWER MAIN C5 31.12 20.00 gg'O8'1g" 19.70 FAC~F~G~~A~
S EXISTING SANITARY C6 31.12 20.00 gg'Og'ts1 19.70 3d141A ours Rd,, Sle. 200 5' DETACHED CONCRETE WALK PER ST-3 ~ , 5 SEWER W/ MANHOLE C7 31.12 20.00 19.70 f
89 0819 Agoura ~iel(s, CA 91301 , .
e TYPICAL CUL-DE-SAC - 42' FL RAD ~ ~~EXISTING STORM DRAIN C8 31.12 0. 0 19.70 _ 9 081
1 f 11 3 Y ~1~ ~~'ti~' C 1 _ 1 _ Q EXISTING STORM MANHOLE C9 31.77 20.00 81'01 20 20.36 ' ~ 4 7 LOCAL STREET 52 R.O.W. 36 FL FL ~ 11 40 ,a 0;, 0
-...~...---~~„--PROPOSED STORM DRAIN C10 31.03 0.00 885343 19.2 ~ _ r'
C11 31.01 20.00 88'50'18° 19.60 ~ : u PROPOSED STORM INLET »•~`.~GA~~ ,1 40 tiOR.
LEGEND . 1 11 C12 31.83 20.00 91 1152 20.42 ~ }fin 4' VERT.
PROPOSED STORM MANHOLE SI6 AtURE vats , ~ RIGHT OF WAY C13 1037.37 2490.00 23 5213 526.32 .
. ,1 ®FESSIp LOT LINE CURB RAMP PER CAL TRANS C14 199.08 2508.00 04 32 53 99.59 OQ~ ~'~l
STD. PLAN RSP. A88A, DETAIL B 11 e`~ E Fy 1
EASEMENT C15 201.34 2508.00 04 35 59 100.72 nay, FURNISH AND INSTALL TRAFFIC SIGNS C16 195.69 2508.00 97.90 ~
CENTER LINE OF ROAD 04 2814 w No. C48987 SEE SHEET 2 FOR SIGN LEGEND C17 122.55 2508.00 02'47'59" 61.29
FLOWLINE REMOVE EXISTING IMPROVEMENTS ~ ExP s-3o•~0 ~ C18 929.83 2472.00 2133 05 470.48
CROSS GUTTER - s~ cwi~ ~Q 2 1
SURVEY MONUMENT ~rF , Foes' 0 ® CF ~ C U y i
e ss-PROPOSED SANITARY _ ~ ~ -U- FURNISH AND INSTALL STREET LIGHT C SE SRP QH SEWER W MANHOLE
/ 5800 LUMEN PER C.0.6. STD. ST-14 SH
-L~--- STREET LIGHT PER MCINTOSH SEE SHEETIO
STREET CONST. PLANS PHASES 1, 2, & 3 CT
T 5 SE H~ PHAS T E lA ~
C ice' N T 1 SE
P ,n A B 1
4
INLET STA 4+ 4.31 18.00'L) ~ + ( ~ 2 FL ELEV=716.3 N ➢ ~ ~ a r~ r
J N
U1 ➢ i' ~ , ~
EC STA 1+38.0 (18.00 L) ~ ~ w
~ v w cr 1 , ,
SEE S EET 2 FOR STREE PHASE BOUNDAR DETAIL v ~ ~ ~ w ~ O C13 J
~ tP N $ ~ o ~ r + ~ 1 15
W ~ PC = 2+15.04 + + o ~ , ~ $ + ~ N O ~ , ~ OO
t
~ _ - - - g~-00 BC STA . ~ f 7
1
1` 41773 l
_ _ _ _ _ _ - - 4+00 ~-ss s ~
9 31 5 _ .64 ~--T C16 rn
i w ~ I 8 ss o ~ SS $"SS ~ ~ i~''~
~ _ _ _ o C17 a 41768 _ CT _ ~ ~ R.A -s ~
v, ~ ~ BC STA 6+05.87 ~ T v, N I r` ~ _ ' " _ ► EC STA 6+80.73 (18.00 R) ntL~
C L
TRACT MAP ~ o 00 DRAWNBY- 7 P JD
PHASE 2 EC STA 4+11.58 ~ _2% 2% 9
W (18.00 R) Q_zl + ~ N Q0 CHECKED BY:
H
19 ~4 18 0 68 BC STA +36.72 18.00'R 5' WIDE SIDEWALK FINISHED SUB-GRADE LANDSCAPE GSC
LP STA 4+82.62 35 BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - APPROVED BY: s
INLET STA 1+45.44 18.00' ( ) L.P. n (18.00 R) EMS/ CURB TO CURB 4" A.C. PAVING OVER i TYPE B CURB AND $.°CLASS 2 AGG. BASE OVER GSC
FL ELEV=720.02 F V= 17. L ELE 7 56 Q S GUTTER PER CITY OF .0.5' COMPACTED OG
~ BAKERSFIEID STD ST-1 ~
EC STA 1+38.00 (18.00'R) INLET STA 4+84.30 18.00'R 6 LOCAL STREET SECTION W RLM SHEET ,V No. 25190 NO SCALE
FL ELEV=716.39 36 1 Exp. 12-31-07 2 0 Ti VALUES ST-9 UE~ 5 OF
(TRACTS TO BE CONSTRUCTE CONCURRENTLY " 9T CIV1~-
NTH PHASE 1 CONSTRUC ON PLANS) SEE SHEET 13 F pF CAOF~ R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY 14
SEE SHEET 12 UNTIL STREfTS ARE CLOSE TO FINISHED SUBGRADE s
97 EE
_ V/
~ P 1 TA 5 71 43
r 0 PIN SA870.58 ~ _
+ =1 4. 2 J
M A. - .0 ~
Q 1 0. 0 VC -1 a- E_ S NG.~ OU D. ~ . I ~ ~ X25
® CL ~ 725 0 ®
m + ~
~ ~ U ~ + ~ ~ N N J w a
~ O
11Iw> > II U W J ~ CLPRAIS AY ST=+1.3 ~ a
WW W U
- - ~Ni ST-+ U ■i A7~~ -i l f~ SS iT•' ~ ~ ~ 'iL1`J ~ i ti S~ - ! ~ T~
U W CL EL V 71 .1 720 a t I l a-- Z'-~ i ~ ■ ~ f~
t M - ~
~f !
~ + S - OR FL
1
715
r
710
+ 0 5+00 6+00 7+00 8+ 1 +00 2+00 3+00 4 0
LPAAIS WYST=1 0.0
E t7 ~ A ~ 20- t•
L_EL = r. i
730
C PRA IS A SA=+1.2
Z t S = .1 s'-' 1
o c a -
+ ~ Z _ 1
Z ~S a Q
xi ri u ~ ~ ~ Z rte-
725 ~ ~ r N M ~ ~ ~ r_ 1
N N O O L~ r Z
~ II ~ 00 > ~ J - II r~ N Z+ W W r W I-
(il ~ F- W W > Z ' J w> II _ to ~q - Z r
I~ J W ~ ~ W W ~
~ W W J dl (n t m I- . W
m 4 U ~ J 720 W
W p J
o W ~ r
R OE GAD 2, ~ -.6 , 0
- . 2~ l
~i ~
715
5+00 6+00 7+00 8+ 1+00 2+00 3+00 4+00 i
ti~ i_ ~
R/W R W 60
30' 30' Z 1 f
12' 18' i8' 12'
c BEET LI T PB f
2 ~Y
2r 2~ - ■
~ (~fSS k'.y 1~.~_ t
° {ttvr5teN5 AoPROVEp gY; ~ fi4,~. R, ~ .rr~ ~ ~ LANDSCAPE ~
5' WIDE SIDEWALK FINISHED SUB-GRADE ~ ~ 7 ~ b ~'1
BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - „ tctier~o G~~ciA, v.~ enre " ~ "
CURB TO CURB 4 A.C. PAVING OVER tt.c,e• t~tg <e - -c~ ~'~`Y'`'' k~. TYPE B CURB AND a,~ s7 ~ ~ , CLASS 2 AGG. BASE OVER
GUTTER PER CITY OF 0.5 COMPACTED OG ` ,
BAKERSFIELD STD ST-1 M~R,n~ s«nw n~~ ~~~c~,t1~ 1"~-
B ~.c p OC ~7 - . 3z G~>w 2 c ~
2 Tl YALVE~SR YALUE• ~ NO SCALE 1 s~
SEE ST-9
SEGOVIA WAY ~ R VALUE SUBJECT TO SOILS TESTING CONSIDERED PRELIMINARY
I TREET UN11L STREETS ARE CLOSE TO FINISHED SUBGRADE PUBL C S )
SEE SHEET 9 i
I TRACTS TO BE CONSTRUCTED CONCURRENTLY
WITH PHASE i CONSTRUCTION PLANS) I LET STA 8+70.02
18.00'L ( )
v, L ELEV= 715.68 N
v
N k
INL T STA 5+86.84 ~ y N
(18.00 L) ~ TRACT MAP TRACT MAP ELEV= 718.05 ~ k
~ I
PHASE 3 PHASE 1 ~ rn '-s ~ j
ECR STA 1+38.00 ~ + k ~ ~ J
18.00'L D ~ o o ~ ( ) N Ul ~ N ~ ➢ ~c9 ~ L~~
~ -i f~ D Ut W (r ~ i / a D ~ D +
00 ~ N ~ W +
~ O + + W $~ISS O oo II oo I I,P
STA: 2+05.00 O 5 w ~ C i . ti
d• U cn S o m oo ~ a„S
6±00 r
~ C5 _ ~ a„ S 7~6
j ~p _ _ _ _ ~~p„ ~n~ (~7~ _ _ ~~0= . I ^ 4~ END FL TRANSITION
3+00 400 - - . a Ss ~s STA 7+08.43 (18.00 R) S89 3151E 237.35 - I 3 _i ~ l~! _ ~i
~ ~ I C s s~~ss a~~s a~~ss ~
0D 1 C4 BEGIN FL TRANSITION/ECR Y O I l
- - STA 6+58.43 (18.00 R) ~ ~ 41771
~ ~
~ ~ ~ y ~ ~ti
D D D ,p ~ t~
CURVE LENGTH RADIUS DELTA TANGENT /vc,"m 1 6~
H ~ W O GEORGE . COL\a P.E DATE a STREET LIGHT PER MCINTOSH C1 31.42 20.00 90'00 00„ 20.00 R, ..25190 (E -07) STREET CONST. PLANS PHASES 1, 2, & 3 DRAWN BY:
O 30 29 N O O O O W C2 31.42 20.00 90°00'00" 20.00 ,(vfl.".~~~ /1l PJD
0 O N EGIN FL TRANSITION C3 568.30 1435.00 22'41'26" 8792 WPM P. SHAW DATE
~ R.C.E. 32178 (EXP. 12-31-06) CONSTRUCTION NOTES CHECKED BY: C4 250.13 1453.00 09'51'49" 125.38
V + C4 U + & ~ INLET STA 1+45.75 (18.00'R) 28 ST 5+21.43 (18.00'R) w C5 561.17 1417.00 22'41'26" 284.31 Q LOCAL STREET-60' R.O.W. 36' FL-FL GSC
FL E _ ~ S C6 30.91 20.00 88'33'00" 19.50 APPROVED BY: s
C7 30.89 20.00 88'29'36" 19.48 Ess, ~3~°b Q2 LOCAL STREET-76' R.O.W. 52 FL-FL ,,gy~pp
ECR STA 1+38.00 (18.00 R) ENO FL TRANSITION/BCR 26 N STA 5+84.39 (18.00'R) co C8 250.31 1453.00 09'52'14" 125.47 S CO~~~`,~ U3 UTILITY EASEMENT (20' WIDTH) GSC;
I 2 0 CONNECT TO EXISTING SANITARY SEWER MAIN L No. 25190 SHEET
Ex p. 12-31-07 05 5 DETACHED CONCRETE WALK PER ST-3
-7
SEGOVIA WAY MENTON LANE TYPICAL CUL-DE-SAC - 42' c-L RAD OF ~F cm- n 4k
PUBLIC STREET) PUBLIC STREET) t"
SEE SHEET I I SEE SHEET 9 0 LOCAL STREET - 52' R.O.W. 36' FL-FL a
r
_ Wo
C P R DI O A S A 15 01 07 fl W 7 7
725 L LE = 23 56 ~ 'n N
N II
~H ~ ~ -1.
O ®CL V~ W
ISO r orn ~ p, O~ rn a
O ~ - ~ N N
720 w~ U N" f~ N ~ w a ~
~ ~ ~ ~ > > I
Il~w wJ a .W ~ ~Q w ~ w
WNW ®N R F w ~a
~ Q U t ~
F~'1 ~
715
i
710
12+00 13+00 14+00 15+00 16+00
730 ■
C P R DI O A SA 15 0107
COD A T
~ ~
725 t
CR S A 14 51 07
-tE=2- fi
O EX TIC R U D ~ °
O_ ~ 1 2°
W 1..0 ~ ~ N p O
1I- .
720. N ~ N N
rr NII ~ E II
WF'~ RPSE GAE ~ i Is_ ~
~ E R EL V=72 .4 w w a ~ ww ~
i
y U 0] ~ jj ~
715 I j~yr~`r
. 12+ao 13+00 14+00 15+00 16+00 r r~
r
K ,
jt~~' f - 3 q i 4
,.,~y~ a: P B THE T
~ rk~y "~r ~rye,g, s~ x ~
,fi5 L
a ~ ; } , CORDONATA WAY
x } . _ ~ - - (TRACTS TO BE CONSTRUCTED CONCURRENTLY (PUBLIC STREET
` WITH PHAS E 1 CONSTRUC110N PLANS) SEE SHEET 3
41782 t
I
T CT i I
MAP p _ SB 4
I
I
TRA ~ i T f ~ ~ ~
MAp P II
SE 1 , . I I
ECR S A 14+51.07 18. 0'L ~ ( ) ~
FL=7 2.26 II
° I I N ti INLET STA 4+43.32 (18.00 )
° FL ELEV= 722.6 I I
± ~ o I I
+ N o II
~ t~ ,j_ 1 \ F I I ~
W 5 + cv II M °
~ Q + I I . H ~ ~ ty
W - ~ ~ ECR STA 15+51.07 ~~W - ~ ~ 18.00'L i
~ Q f~ ( ) x -1~ 's'n - - ~ 1
- - cn II U ~
INSTALL TYPE III B RRICA ~l W e„SS ~
W ~ - = _ n tip, SEE DETAIL ON SH ET 2 U1 - ~~'=S'R ~ - ~ R4- - ~ !I
a a -
~ _
~ ~ - ~4 m ~ I
n c~ 1
5 ~ -~--i ,E
G 8"SS R4-7
BCR STA 14+51.07 ~w~.....~ ~r~•
_ _
FL=722.26 1 ~ END OF PHASE 1 a
CONSTRUCTION
ECR STA 15+51.07 -
(18.00'R) 1
- ~
i
C /L INT. GENEVA WAY f c z a
STA 15+01.07=
MANCHESTER LN Ps 2~ c~ 2~ DRAWN BY:
1 s STA 6+70.47 Pp JD
ELEV.=723.56 CD
26
40' 20' 0 40' 80'
CORDONATA WAY
SCALE: 1" = 40' H 0R. . , (PUBLIC STREET
SCALE: 1 4' VERT.
SEE SHEET 3
;:w
Z
0 o H GH P IN E EV 7 7. 3 0 0 Q
- - J
00 00 o VI ST=+6 .0 - - - Q. -
73 ~ II ~ II
Q~ I~ P
_ K 64 82 _ . . ~ cn N
Z 0. 0 V
Q Q3 Q -
0o in ~ O
r~ ~ o >o 730 0 o Q + o Q E /S IN G 0 ND
Or wZ U WQ { U7 Q ~ ~ - - - - fl'.
~ ~ a - Q UU -
~ w 41
a EE 7 7. 1
2 e ~0 x.a - 72 1
Yc,♦ Ht f.
9 OOE D ,-f--: S F
Y
Y 4e LE 76.9 -
720
1 +00 2+00 3+00 4+00 5+00 6+00 7+C
C S G VIA W Y T =1 0 .0 CL SE 0 IA WA TA 4~ 20 00
A U U t = F TA
.E ~ 5. G EL 2 9.
EX Tl G R C 730 R c
T 3 8 .0 TA1+5.0 S
- - ft 7Z - .1 -
0. 0~ _ .7 9'
- 3 r I • Sq 7
00 Y
725 0 4 e L V 26 44
r N H GH P IN E EV 7 7. 3 2 e LE 26.0 a r ~ ~ - a
w w VI ST = +6 .0 CR ~ V. ~2 ~ a--. ~.2 8
w ~ w VI EL V 72 .5 C E EV 7 5. 0 P
- .8: o a } EST F
K 64 82 M
720
715..
6+00 7+( 1 +00 2+00 3+00 4+00 5+00 i
z
REV~5laN5 RDDRovefl 13Y: ~~~`=r, ,µ1f ~5$~~,,~ . ~t~0 ~ , a ~„n I
i
~lCRR00 R. 6A0.C1 ~ P•E• DATE
P.C.fl. Cb69S~ (EkP• ~ -30-5?to) =s ~ LI TREET PB ~
MaaigN n. SIiAW DhTE ; . ,
c E 32~ LexV ~ ~ ,+';~~;E.~~'
(TRACT TO BE CONSTRUCTE CONCURRENTLY
- WI PHASE 1 CONSTRU T10N PLANS
BCR STA 1 85.92 ~ TRACT MAP
PT STA 2+00.40 8.00 L TRACT MAI' ( )
INLET STA 4+ 4.31 PHASE 3 PHASE 2 ~r
NSTALL TYPE III BA RICADE (18.00'L) SEE DETAIL ON SHT 2 FL ELEV=726.
~ ~ ~ ~ ~
f ~ r
tP ~ D D D D D D D ~ D ~ + N N ~ N D .
k ~ O J W + ~ 2 W + + + l ~ ~ t0 O ~ ~ ~
o ~ w W w 5 ~ ~ W ~ ~ W
C ~ 56 0 50% 0 73 ECR STA 4+58.00 _.~•~:i
G5 2+00 4+ 5+00 °a • ~ ~ + p ls.oo R _ ~ s o0 7+00 N 3 00 Y ~ » 0o I 28 09 E ) E J 320.00 ( ,n
~ - I - - I I - r - T I N00 28 09 E 8 SS 8 SS 8"SS 8"SS 8"SS O 8"SS 8"SS
0.50% 0.73q ao ~ 0.73 o• o ~ -
h
~ G 0' h g 417
G cn cn ~
D D D v1 (A m N N W D D D
+ + + '
~ ~ O ~ W Ut ~ ~ o cn o ~I + + +
~ N O O O w I F•'d 0 ~ O
W-53a( A) o 0 0 - B R STA 3+82.0 ~ I o 0 0
PRC 0+07.08 ECR STA 1+55.00 ~ o o O END OF PROFILE ~ 18.00'R ~
18.00 R ( ~ ~ -
II
I i
PARADISO WAY ANDALUSIA LANE
PUBLIC STREET PUBLIC STREET)
SEE SHEET 7
SEE SHEET 11 FLOWLINE CURVE TABLE
LEGEND CURVE LENGTH RADIUS DELTA SI6 A7uRE
rya ~nz nn on nn - - -
1.) Y 1C711.VV Vim"" iolt if 11 HIGHI Oh WAY 1.1
Ioo C55 58.12 37.00 90-00'00" PROPOSED STORM INLET .0 LOT LINE
CONSTRUCTIO C56 14.48 37.00 22-25'35" EASEMENT PROPOSED STORM MANHOLE C57 31.42 20.00 90-00'00" CENTER LINE OF ROAD 3TRUCTION NOTES --2' 22%- DRAWN BY:
_ CURB RAMP PER CAL TRANS LOCAL STREET-60, STREET-60' R.O.W. 36' FL-FL y': v LANDSCAPE MCW
C58 31.42 20.00 90-00,00-1 STD. PLAN RSP. A88A, DETAIL B ,
FLOWLINE p LOCAL STREET-76 40' 20' 0 40' 80' FURNISH AND INSTALL TRAFFIC SIGNS STREET-76' R.O.W. 52' FL-FL 5' WIDE SIDEWALK FINISHED SUB-GRADE CHECKED BY: BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - GSC
CROSS GUTTER SEE SHEET 2 FOR SIGN LEGEND 3 UTILITY EASEMENT EASEMENT 20' WIDTH) TYPE B CURB AND CURB TO CURB 4 A.C. PAVING OVER ~ ( ) a'' CLASS 2 AGG. BASE OVER APPROVED BY:
SCALE: 1 40 HOR. - PROPOSED SANITARY REMOVE EXISTING IMPROVEMENTS = tea' ss
4 CONNECT TO EXISTII SCALE: 1 = 4, VERT. SEWER W/ MANHOLE 'T TO EXISTING SANITARY SEWER MAIN GUTTER PER CITY OF + 0.5' COMPACTED OG ' BAKERSFIELD STD ST-1 B LOCAL STREET SGV 1 M~1 SOS GSC
SURVEY MONUMENT ® 5 DETACHED CONCI 5 S EXISTING SANITARY ACHED CONCRETE WALK PER ST-3 ,
-O- FURNISH AND INSTALL STREET LIGHT- SEWER W/ MANHOLE 2 Ti YALU&1.5 R-VALUE-~-5 NO SCALE SHEET Q ~
6 TYPICAL CUL-DE-S 5800 LUMEN PER C.O.B. STD. ST-14 L CUL-DE-SAC 42' FL RAD SEE ST-9 ~J
!EXISTING STORM DRAIN --E. STREET LIGHT PER MCINTOSH LOCAL STREET 5 T - STREET - 52' R.O.W. 36' FL-FL * R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY OF
EXISTING STORM MANHOLE STREET CONST. PLANS PHASES 1, 2, & 3 UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE
=XX s" ~ O=° PROPOSED STORM DRAIN 14
/r _~oq(jo
WP IN EEV 71 .2 - Z ~W
VIST=1 6.7 Q
ELV71 J~
730 •7 /3O RfYlS~4N5 APPIIOVfD 9Y: 725 K 11.8 725 ~ J
0~ O O • ~ 1n~_ n n~ i in A ~ a.~~ _ _ - - - - - - - r ; t~ ~ L:_:
N h~cAtiOo ~ARc A, o•F• vRtE a~ n ~ t 1~u ti ~ ~
~ ~ (3~ ~ I) ~•Ck. C66451~(k1~P. 09^50-0{~ i I
~ C S A 11 ~ /
~ ~ A -A 89. -
72 W ~ MAa1pN t{AW t1R?t CL EL V 72 .1 ~ R•LF. 3ztzP(F'1(P• tz-31-v~1
25 tn~a
u + ~
~ T =1 + 7. 8 -
~ L IA A LN 5T = +0 .0 ~ ~ ~ES~~j E /S N G O D ~
~t r
~ 720 0. 3 u
> ~ Ysr 72a s a
PRPSf AF w J ■i
e EL V 71 .3 •5 ~ ® WET L s'~~~.. a~~
a E EV 71 .4 1
2
~ f 1=
15 715 ii
12+ao 13+00 14 LEGEND +00 15+00 16+00
- _ RIGHT OF WAY t
LOT LINE
_ ------------EASEMENT
- CENTER LINE OF ROAD 730
730 FLOWLINE
~ Va - CROSS GUTTER ;,ter.., .
_ CL SE 0 A WA TA 11 9 .7 CL RI TA LN S A=1+ 0. 0
~n CL P S + - 0 E - 19: .®-8• ss-PROPOSED SANITARY
~ + ~ V ~2 • SEWER W MANHOLE / O -r~
Q~ O ~ I ~ ~ ~ S EXISTING SANITARY
725 ~ o . N ~ ~ N 725 SEWER W/ MANHOLE
W + I) LE = 20.2 ~ ~ - " t EXISTING STORM DRAIN
EXISTING STORM MANHOLE O i ~
i W 'n :-~xx _s~-°=-PROPOSED STORM DRAIN
~ ~ W ~ PROPOSED STORM INLET :u+ W ~ e
9' % 72O 0 ~ PROPOSED STORM MANHOLE
- 720 a e LE 7 0. 6 a E EV 7 0.34 CURB RAMP PER CAL TRANS i
I i
STD. PLAN RSP. A88A DETAI ~ ~ ° lB 2 LE 7 0. 7 ¢ Yoe LE 78.9 WW
1 PRO 0 ED GR D FURNISH AND INSTALL TRAFFIC SIGNS = e EL V 71 .7 w SEE SHEET 2 FOR SIGN LEGEND 1 s
€L V 7 . T E~ S f a 1:
REMOVE EXISTING IMPROVEMENTS = ~
715 715 ® SURVEY MONUMENT
11 +00 12+00 13+00
14+00 15+00 -4 FURNISH AND INSTALL STREET LIGHT- 5800 LUMEN PER C.0.6. STD. ST-14 / i
STREET LIGHT PER MCINTOSH
STREET CONST. PLANS PHASES 1, 2, & i
ABANDONED OIL WELL t
W EASEMENT /
P B LI THE ET j r
CONSTRUCTION NOTES
L - D R D• - _ _ _ - ~ LOCAL STREET-60' R.O.W. 36' FL-FL ►4
r~ , ~
p LOCAL STREET-76 R.O.W. 52 FL-FL
- ~ 3 UTILITY EASEMENT (20 WIDTH) F
(TRACTS TO BE C NSTRUCTED CONCU RENTLY
WITH PHASE 1 CONSTRUCTION PLA S 4 CONNECT TO EXISTING SANITARY SEWER MAI
5 5' DETACHED CONCRETE WALK PER ST-3
TRACT MAP TRA CT MAP
B TYPICAL CUL-DE-SAC - 42' FL RAD PHASE 2 PHASE 1
a T LOCAL STREET, - 52' R.O.W. 36' FL-FL y 9 3
Lr~
INLET STA 11+84.31 (18.00'L) ~ f'
FL ELEV= 20.80 °~c~
BCR STA 13+77.39 D
~ cn 18.00'L cn ( ) w y + N
• D ~ PRC STA 13+91.87 ~ ` .
~ ~ J ~ + + w w FAC€FI
~ ~ ± ~ 30141 4 1~ i
~ ~ ~ 5 ~ Agot ~ "
~ Q ~ ~ ~ S1~ NRE DAtE
H~~ tri ~fSY_ v
~ tri
~ ~ 12+00 ~ 0.73% 61 14+00 1 ~
~ ~ N00 28 0 E - 280.00' ~ I + ~m.
t!i ~ 8 SS ~ 8 S 8"SS ®y o I Y[px t~-
O S ~ 40' 20' 0 40' ' ~ ~II _
O ~ 417 ~ 80 63 0 •o •s 1
~g ~ „ _ ,
6' ~ SCALE: 1 - 40 HOR. BCR STA 12+35.78 STA:13+37.78 ~ SCALE: 1" = 4' VERT.
(18.00'R)
5 ~ 1
II ~
II BCR STA 11+59.78 J
18.00'R BCR STA 14+22.78 rn ~ PRC STA 15+84,87 CURVE TABLE II ( ) N f' I
(18.00'R) CURVE LENGTH RADIUS DELTA II
~ C59 31.42 20.00 90'00'00"
~ w C60 31.42 20.00 90'00'00"
~ - ~ C~ C61 14.48 37.00 22'25 35
I I 193.00 82.00 134 51 11
~ J Il C63 14.48 37.00 22.2 ' " 5 35
II C64 58.12 " 37.00 90 00 00
_ ~,Y~' ~ A I I s .f.,
ii 00 RE)A ONS APPRni 8 lu Ic 7 w Z E
`IJ,wjIJnA•~1 C l
it GEORGE COLVIN. P.E. DAIS DRAWN BY: 'a
c~ C15 URVE TABLE R.,CE. 25190 (EXP. 12- -07) MCW 2% 2%
r•~ MARIAN P. SHAW CHECKED , f3
CURVE LENGTH RADIUS DELTA R.C.E. 32178 (EXP. 12-31-06)
' - C65 31.82 20.00 1 I I 9108 40 LANDSCAPE GSC 10 %iiimf- _-i_ _ r n sisaii
C66 31.72 20.00 90'51'37" OPORTO WAY._ . RIATA LANE
_ C67 46.24 30.00 8819 08„
(PUBLIC STREET (PUBLIC STREET) c6a 46.61 30.0( 89 01 25
SEE SHEET 6 _ SEE SHEET 5
t
1 J~
- _ _ . W..W, r~ .~i
735 725 735 _ 725 J
ADAU A NST 4 8.4
CLA DAU A N T 1 0,0
EA -S ~ E 730 720 0. 1
730 CL EL V 72 .0
+ ~ ~ N
II > TA1+5.0 PO SD RDE Q r
EE=76.7 ® OTHFL N II II w TA1+4.
m a ~ a %ae LV 19,
- Yz L P. EL V 19 0 5o a 725 715 725
/4e LV 2668 a EE 75.17 4 EEV 71 .9
EIS IN GON ~~~TEIT EIS. 3 J
2. - - -
Y a e LE 7 4. 8 _ _ - £f ~
Y e LE 24.9 CL CI Y IL S R T =1 + 4.~
a e L V 24 81 ~ _ i~ _ 720 710
720 i
4+00 5+00 1 +00 2~ 1+00 2+00 3+00
IG PIN E
0o ADAU A NST 4 8 .4 - ~ C A D U IA LN ST 1 0 .0 - _ ~ - VI S A-
C SGO AWY TA1 0000 L 2• P EEV
o ~ Q + ~ ~ - 1
N ~ 730 725 730 ° K 2
II ° + 0 00 > PR +
SA +5.9 RPSE GAE II ~ ~
~ w Q - _ ~ ~
VI ~ U > ~
.41 , ~ a. a _ m w
- .3 % 725 720 > 725
4 e LE 7 5. 7
Yz EE 76.9 EEV 72 .3 .1
4 e LE 7 6. 8 z e LE 26.7 E ~ ~
a EEV76.8 ® L Y _ ae LV 2501 _ ~
Yz e LE 7 4. 2 3/ a e LE 19.
7a 74.2 z EEV 71 .9
720 715 720
11= T -E ~ ~ - = 4
CL M NT N NST =1+0 .0
~f Y-- ft -
EL V 72 .1
715 710 715
1 +00 2+00 3+00 4+00 1 +00 2•+ 0+00
I TREET P L SEGOVIA WAY
E HEFT 9 , SE S
r~
1
TIE NT EXISTING FL
FL LE =720.03
~ N
' M J
~ PRC STA 4+5 .18 m R1-1 + n N
u m ® BCR STA 1+64.96 BC TA 4+27.12 r7 II ~ Q
o (18,00 L), 719.78FL ~ co (18.00 L) ~ cn
~ + +
°o o° ~
o ~i II N Q ~ O W r F- J f~ s
EC STA 1+55.00 + + + + ~ 18.00'L N w ao =sue
( ) 1+00 2+00 Q Q co
5 ~ ~ o ~ „ ~ rn cn ca , , m s„~
~ ~ ~ o~ 1 ,
C G5 ~ ~ 4 ~ +84 47 y ~
„ S89 3151 E s~~ss 4 1+ a„S ass ss 4+00 ~
23 .09 I - rn
C W53a CA ° Cg R4 , PAINT 12" LIMIT L ( )
2 ~ 2 L - THERMOPLASTIC F C3 ~ C10 ~ F-I ~r
~ 6 CALTRANS STAND
r 8010-21 C-19.
h~ o ~ o ~ ~ ECR STA 1+65.40 ..'t t
N ° 5 ~ ° STA:3+87.28 o, ~ ~i ~ (18.00'R), 719.45FL
X + N TIE INTO EXISTING FL O N + ~
~P' ~ FL ELEV=718.50
~ Q Q Q Q ~ ~ ~ t-
~ ~ ~ PRC STA 4+54.34
EC STA 2+ 0.40 N P C STA 1+85.92 18.00'R c°
( )
BC S A 4+28.38 ~
a (18.OOR) ~ CONSTRUCTION NOTES
~~DFESSip _ ~ ~ _
~ ~o ~q~ 1 LOCAL STREET 60 R.O.W. 36 FL FL
LOCAL STREET-76' R.O.W. 52' FL-FL I i f
CURVE TABLE r 2 R~v15tON5 APP({D11En BY: #W
CURVE LENGTH RADIUS DELTA TANGENT tA U UTILITY EASEMENT (20' WIDTH) SEWER W MANHOLE Z
ml(G C11 1 14.48 37.00 22'25'35" 14.48 9A ~j~_ ~ N~ EXISTING STORM DRAIN
~ 4 CONNECT TO EXISTING SANITARY SEWER MAIN + C21 1 193.00 82.00 134 51 11„ 193.00 RICARDO R. 6ARLI9y P,r DATt EXISTING STORM MANHOLE f 2%.. DRAWN BY:
WPO - o C 14.48 37.00 22 25 35 14.48 u.6957 ( -3<7 06) C3 CALiF 5 DETACHED CONCRETE WALK PER ST-3 5 PROPOSED STORM DRAIN
58.12 58.12 37.00 90'00'00" C4 1 M CW PROPOSED STORM INLET LANDSCAPE
T M , r , 6 TYPICAL CUL-DE-SAC - 42' FL RAD P s C5 30.06 37.00 46'32'55" 30.06° p. sti+aw pnTk 5 WIDE SIDEWALK FINISHED SUB-GRADE CHECKED BY: PROPOSED STORM MANHOLE BELOW FLOW LINE ELEV. -
KC.C. 32r78 (fW, (2-31-06) C61 1 199.20 42.00 271'44 47 199.20 7 LOCAL STREET - 52 R.O.W. 36 FL-FL
3 c6 29.21 37.00 29.21 a C7 4513 38" CURB RAMP PER CAL TRANS BOTH SIDES OF STREET CURB TO CURB 4" A.C. PAVING OVER GSC a. STD. PLAN RSP. A88A, DETAIL B TYPE B CURB AND V" CLASS 2 AGG. BASE OVER
cf ES%SI C81 1 146.38 2460.00 03-24'34" 73.21 S ~ GUTTER PER CITY OF APPROVED BY:
. " LEGEND C91 1 88.38 2442.00 02 04 25 44.19 RENSI NS APP j2 BY: , oP !G T FURNISH AND INSTALL TRAFFIC SIGNS BAKERSF_LD STD ST-1 0.5' COMPACTED OG GSC SEE SHEET 2 FOR SIGP' LEGEND B 1
n C10 90.96 2478.00 02'06'11 45.48 =r oc - -RIGHT OF WAY REMOVE EXISTING IMPROVEMENTS LOCAL8TMU C~N
n GEORGE S COLNN, P.E. DA NO. 25190 C11 48.73 30.00 93 04 03 31.65 LOT LINE
40' 20 0 40 80 RACE 25190 (EXP. 12 1-W) Ex . 12-31-01 P ------------EASEMENT ® SURVEY MONUMENT Z TIVALUE- 4.5R-VALUE'S NO SCALE SHEET ; 89E ST-9
C12 47.87 30.00 91'25'17" 30.75 s Q -C --0- FURNISH AND INSTALL STREET LIGHT- 5800 LUMEN PER C.O.B. STD. ST-14 R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY UNTIL STREETS ARE CLOSE TO FINISHED SU3GRADE OF
_ C13 47.87 30.00 91'25'17" 30.75 MARM P. SHAW DATE 9p CIV1~ pQ CENTER LINE OF ROAD SCALE: 1 - 40 HOR. -E- STREET LIGHT PER MCINTOSH
SCALE: 1 4 VERT. C14 48.73 30.00 93-03'50" 31.65 R.C.E. 32178 (EXP. 12-31-06) OF cxit- FLOWLINE = CROSS GUTTER STREET CONST. PLANS PHASES 1, 2, & 314 `
~r
N -
~ ~ W - fs
725 W N ®cc
a II ~ II
~ W
J
o
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N 0.
720 N
W I
J Rfl E ~
a S F - ~
715
710
3+00 4+00 5+00 6 1 +00 2+00
N
r ~ II
EST GG UD 725 W N
W ~ II II
~ ~ W
= J • ~ o
a
In
N ___1 J
720 N _
W ~ J
W 'PR P SE A E a E~
715
1
710
5+00 E 1 +00 2+00 3+00 4+00 JV 1
T
TRACTS TO BE C NSTRUCTED C~
~ VMTH PHASE CONSTRUC1101
~ PRC STA 1+ 0.79 B/BEGIN FL TRANSI ON
~ ~ STA 5+94.20 (18.0 'L) ~ (28.56 L)
{A~ J 1 +
BC STA 2 04.99 V
0° 18.00'L1 N ~ J ( /
J ~ -i ➢ D N -I D ~ + 1
D D W + + ~ N + N ~ ~
N + W ~ CURVE TABLE ~ 5 ~ ~
+ C° ~ ~ rn CURVE LENGTH RADIUS DELTA TANGENT ~ W rn 1
C1 31.12 20.00 89'08'19" 19.70 ~ rn °1
31.12 20.00 19.70 ~ 7 C2 89 0819 5+00
C3 27.16 33.00 47'09'23" 14.40 6 4+00 3'11'31"W 5819-~--,
C4 201.08 42.00 27418 46 0o I - s„SS R . 2+ ~ - a~~ss 1 T
C5 27.16 33.00 47 09 23 14.40 C4 1 50 ~ -1- s., s
~ 5 ~ ~ ~ _ _ o
~ ~ cn ~ ~ +
~ D 5 w + + o Y w + w c`~n
+ O (3~ W ~ W O (A ~ ~
(P W ~ W CO
~
-dam EC ST 2+04.99 (18.00'R)
PRC ST 1+80.79 28.56'R ( ) +
J W
@~
I' 2/0_
i
OPORTO WA DRAWN BY: MCW,
LANDSC)PE SEE SHEET 5' WIDE SIDEWALK FINISHED SUB-GRADE CHECKED BY:
Z ~~ESSl~ BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - 7
PACIFIC COAST CIVIL, INC. GSC CURB TO CURB 4" A.C. PAVING OVER
30141 Agoura Rd., Ste. 2 , $00 ReV(SIANI JtPPR YFD ~Yr r ~ f~$'r3. Agoura HillsCA 91391 1 Al TYPE B CURB AND 7"CLASS 2 AGG. BASE APP ROVED BY:
No~#87 61 RE ~rJ X3010 ESS~p GUTTER PER C.O.B. STD ST-1 0.5' COMPACTED OG GSC 1 REMSI NS APP ROVRD BY:
t D _ r RI rR o a, GAI+G P•Q. Ar1E : z; vau~ ~s~~y o~GE s A LOCAL ET SECMN 52 R a
R.c,E• cbb9S~ C~xA. - 0.0~,) iN f~ . 6.~ ; , ~ CNk 40 20 0 40 80' 5E 44 J3p OF Al ~F~ R.t GEORGE COLMN, P.E. DATE C9 2 n NO SCALE SHEET 2
d 02 _ RCF. 951Qp (FXP_ 17-57-(171 A e_V111 t'_ G _ _
A AN P. SIB A p P FJ . _ D 1 . too' SCALE: 1 - 40 HOR. St NA V 1~ MA {
tt.c.+;. 3137X (~XP• tr- p V CAL SCALE: 1" = 4' VERT. R•I f
.i
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7
9
Z
Q
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730
730 N ®
> 00 ~ ~ . J
w o o ~ ~ ~ - W Q ® W~~~
w N M p M p E S GGOU i~ - ~ _
~ ®CL
> ~ w Q U t~
d J 725 w
° -0 7 m w 0°
_ .8
POPSD R E EEV
720 T FL ® e EL d d 4
r~
■
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4+00 5+00 6+ +00 2+00 3+00 1 _
--,L.
.
0
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t ~ ~ r
O O -
~ ~ ~ + w N II ~ S -G
Q ~ ®CL a II II ~ ~ Q
~ w ~
725
m w G B GI L RA SI l0 +1 .'9
0 0 $
~ 1
° ~ r
i
w OOEDGRD 720 J I
/a e
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715 lY~
6+ 00 4+00 5+00 1 +00 2+00 3+ s. I1
r_
. - ._d'..
r Y _ _ r
_ ~
ET T BLI P
i~
~a~~
~ ► ~
f_
BC TA 2+04.99 TRACTS TO BE CONSTRUC D CONCURRENTLY (
18.00'L WITH PHASE 1 CONSTRU T10N PLANS) ( )
PRC STA 1+8 .79
28.5 'L , ( )
CR STA 6+13.91 11 ~ ~ FL ELEV
~
~ ~ ~ G" -i N ~ ~
(A ➢ + y N cp Ui -,1 ~ N N - ~y_ ~ ~
W ➢ N + ~ ~ ~ W N + + + O c4
+ J Q `r + -I. ~ ~ ■
M LQ Y/
T V' Vl r ~ Q CURVE TABLE ~ 5 ~ `
~ ~ ~ CURVE LENGTH RADIUS DELTA TANGENT C7 41781
C1 201.08 42.00 274'18'46" - C ~ ~ 3'37'07"W 3+00 4+00
725.04 2 ~ N2 C6 , C2 27.16 33.00 47 09 23 14.40 _ 2+00 158.43 Nis 42 27'W 5+00
„ FL-HP ~ ,1+50 274.16 ] C3 27.16 33.00 47 09 23 14.40 ~ R42 8"ss " s
C4 31.12 20.00 89'0819 19.70 ~ s 00 N s"ss
, „ N G~ C5 31.12 20.00 89 0819 19.70 ~ _
C6 69.04 500.00 07'54'40" 34.57 ~ m ~ m o
„ 6 ~ --i n D n n o0 C7 71.52 518.00 07'54 40 35.82 ~ ➢ II ~ ~ 1'Ll +
D w W ~ 5 ° ~ C8 66.55 482.00 07'54'40" 33.33 N + + + +
N + O N v ~ + O N CO p ~ d' + c0
+ c0 .p Q t~ +
O N J W W ~I Q ~ pp J ~ i- Q ()t Ul I- Q
O O (n h- ~h ~
+ GB/ EGIN FL TRANSITI N T EC ST 2+04.99
Q S A 5+13.91 (18.00 Rj F (18.00 )
~ END FL T ANSI1
STA 6+1 .91
r
P C .STA 1 +80.79
( 8.56'R) J__
r• °
....z~ s. 57 II I 2% I DRAWN BY:
II 27 LANDSCAPE MCW
a b 1
5' WIDE SIDEWALK FINISHED SUB-GRADE CHECKED BY:
OPORTO WAY BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - GSC 00
Z P "FIC COAST Chili'!,, M. Fn 30141 Agoura Cad., Ste. 200 SEE SHEET 6 CURB TO CURB A.C. PAVING OVER
ass N a_ Al Al TYPE B CURB AND 7"CLASS 2 AGG. BASE OVER APPROVED BY:
REMslous APPROVED 3Y: °'g ho 4 . Agoura Hills, CA 91301 1 SSd OE's%s/ GUTTER PER C.O.B. STD ST-1 0.5' COMPACTED OG GSC
F 2 RE NS Al E. AWL, P\ WINC-7 RE NS 7)RgVED 8YS A LOCAL STREET SECMN 52'
A ~ ScP ~ RICAU0 R. GARCI , P.E. QA1( ; 55 40' 80' t~ NO SCALE SHEET 4
6951 ( o_py b - 40 20 0 :E]RGE S. C cE C6 R °4f1 R.CE, 25190 E ~ ~ S. COLMN. P.E DATE No. 25190 Tl VALUE• 4 R-VALUE- 5. ` R.C E , 25190 0 (EXP (EXP. 12-31-D7)
SCALE: 1 = 40 HOR. I Exp. 12-31-07 SEE ST-0 OF
rnaRtAN ? Stfa~t DATE 4' VERT. ~ CMS ~`e 91hk T~QE VA WAN P. 5 SCALE. 1 rq o~ R.C.E. 32178 MARIAN ATE s Q n® P. SHAW DATE R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY
R.C.f. '~2.f78 (i=Xp. 12~3f --06~ ~f OP CALi4 R.C.E. 32178 (EXP. 12-31-06) F ,~0 A UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE 14 OF GA1- 3I~~
- i
PARCELS 2 AND 5 OF PARCEL MAP NO-11013.
IN THE CITY OF BAKERSFIELD ■
COUNTY OF KERN, STATE OF CALIFORNIA
s~
U.S.G.S Y-292, ELEVATION = 782.57
B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND
51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENS PLACE.
i~R+s.~
i ~
i f ~
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i t ~ D.R NORTON E ~
r-- i i I ; ~
i ; ; 28009 SMYTH DRIVE ~ ' VALENCIA, CALIFORNIA 91355 13 t4 15 ~ 1. ~ ~ 12 16
11 ~ PRIOR TO THE START OF II, (661) 257-3399 ~ 9 1o t7 1.
• s _ i~ ' CONSTRUC110N INSPEC110P IE / 7 fl~ , NOTICE. THE SECTION MA J
~ s il, , ' ~ r' 5
4 - 18 '~i 3 - 61 I)
'i 2 ~ s 1a d S i 1 62 , 63. ~ 19 s
I . 65 64 60
~ i 66 ~ I ( f 1 i~ 67 III ,
2 69 E' I 21
4 ~ ~ ° i' ` 'fir
i I' ~ r 6 ~ ' ~ ' ~ ~ j 22 ~ COMPACTION TESTS SHALL I, r p ~ ~ ( ~ i
~ ~ L 43 - DEVELOPER SUBDIVIDER C - ~ 49 ~ - - ~ ~ 23 • , 8 42 _ "---J
~I ; ~ ~ 4s y,,- -a.~:_y_~ I REQUIRED TESTS SHALL B
~ 44 \ 46 ~ ~ ~ ,
45 1 ~ I - 1 i ~ 37 I - -
- 12 ~ 38 ~ j ~i 25 ~ i
PANORAMA' 14 ~ 3& 4 ~ 47 45 j , 36 , j ~ ,
. ----a~-- _ a ~ 1~ 16 15 35 ~ ~ 26 ~1 1i - - , 49 i 1 ~ 34 , 2 ~ '
' 19 18 33 50 /.~r'' 44 i j 40 35 1 27 i ~
2 1 i 32 1 ;~1~ t 7 6 5 14 .i1 ~ ~
- ~ r g _ ~ ~ v } l;
4 ~ Pn" ~ 23 24 54 x; -;,r . , _ b ~ ~ „f - ~ ~ ' ' . - A 22 55 ~ # 1 5 ~ ~ / 42 33 29
- 21 26 ~ ' ~ 11 ~ ~ ~
10 ,I 22 23 20 \ \ 2 ~ 6 32 l% ri E I 20 21 27 % Q 10 30
~ 1 1 11 18 1 28 22 12 / 29 \ 3 \'y ~
11 ~ ~ 3 30 23 21 13 7 ~ ~l 24 ! V 4 9 22 31 /r
e 25 / II 1 20 ~ \ ~ 14 23 1i' ' 1 34 33 32 31 30 40 24 \ 5 ~ 8 32 ~ /
37 II - ~ ~ ~ 0, 24 31 , _a~ 58 42 18 16 20 ~ 1 '
- N 69 26 25 /r 30
36 ~ 57 43 19 ~ li 1 35 17 \ 7 ~
19 18 Z 68 31 g 11 ,G `7 44 27 16 \ 26 29 ~ / a
I 35 36 0 B7 56 3g g / 1 ~ ;
i i ~ 2 ~ ~ ~ / 28 / 20 17 ~ 45 15 9 ~ ; f 66 55 Q 35 1 28 ~ 10 / 2 ~ ~ r i i 34 37 j I
i n 3 46 14 11 8 /r° , 27 ; 21 16 65 54 34 29 3 ~ R,.• _
i 33 [ 4 38 ~ 12 7 10 '
47 j ~ / ~ ~ 22 15 64 53 33 ~ 3D 13 4 ~ '
~ 32 "'I 39 6 / 11 ~ / ~ 5 52 48 32 i i
31 ~ , ~ 30 d ~ 5 12 I ' , g 40 ' ` ~ 49 ~ ~ ~
~ 62 51 59 ~ I 24 13 I 58 13 I
~ 30 ~ ~ 57 29 31 7 41 61 50 5B
_ ~ 12 ~ 28 \ 14 25 55 21 ~ 54 ,if 32 ii';~
29 42 60 I 1 ; ~ 8 53 , ' ti 33 / 5 ~
I~ 11 ~ 52 , 26 28 26 ~ 43 1 ~ i 16 II~~ 5 34 / I
!1 50 ~ 10 9 1 % ~
5 i 27 49 ~ 25 r 11 4s j ~
46 47 ~ 18 ~ f ~ 44 45 i a
6 f; 4 3 2 i 24 19 i ~ ~ / 1 20 %
~ ti / 7 ` 21 % ~ 23 L
A
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1 8 i~ 27 ~ \ 70 22 ~ ~ 31 ; i
9 ~ 30 29 28 ~ ' ~ 26 ~ ~ 32 ~ /
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25 ~ 1 I 33 ~ i ~ 35 36 31 38 Z /i
11 ~ 24 l
j 34 ~ r-,' r'r ~
12 ~ 23 ,
1_., I I
; 13 22 ~ i ~
1a 15 1s 17 1s 1s 20 ,,.-t' ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES 21 a
_
STORM DRAIN ~ 1`L
- 1
' ® LIMITS OF PHASE 1 18 STORM DRAIN RCP. 1,230 FEET
24" STORM DRAIN RCP 1,040 FEET stoNs ~I✓ ; s " , 42 STORM DRAIN RCP 1,820 FEET t
1 i " j; 48 STORM DRAIN RCP 592 FEET G~.6iZ S. e vltJ
STORM DRAIN MANHOLES 25 EACH f~.C1:..25t9o (Irx1? r2-;
I , INLETS 22 EACH , f
i, 1 ~ ~ ,
M~.1?IAN P. AW
ti R.C. 32178 (1:-Xp 12-: f ~ ~ i J
I I I V C V 11 A D ~L NQ RFVISIAN
SCAM 1 200 REVIEWED BY. ESS cq~, PIANS' PREPARED BY:
`,x ` BY - / o ST; j 4114 it-.5 G 0~
TANT PUBLIC WORKS DIRECTOR DATE AdShL
No. 25190
M- AML ''s Exp. 12-31-05 pCIV1v
1 I ~ f5 t APPROVED BY:
a t l l F OF CAI~FG~ 28470 Avenue Stanford, Suite 300
V ; BY 1 I ~ + PUBLI WORKS DIRECTOR, CITY OF BAKERSFlELI) DAZE Santa Clarita, CA 91355
RAUL M. ROJAS R.C.E. 39580 (EXP. 12/31/06) (661) 219-6000 (661) 775-2718 (FAX) ll1' lof
PROJE T ENGINEER DAIE DWG SHEET 1 OF e
i-
VJ
- - - _ ~ _ - i _
O _ p ~
O
~ O
- - ON O
735 •1 735 725 0 + o ~ .
J r' O J~ m W _ I m+
O ~ O Q -
~ _ _ E /S N G O D I co w
+ Q o _ I t-
- ~ Q w O p z
o~ ~ ~o z 730 ~ ~
0 730 720 M = a + W
0 0 71 .1 W
(V U Q Q W ~ O O -
a ~ cn vi to ~U ~M
Q ~ Ow
~ P-9 E 0 ND ~ TM = 18.20
725 L M t 725 715
X!TlG RU ~o L L V-
24 73 z -
O V" -
- z 8"IN T71.1 - ) 1 .-t „
W ~ „ - - " B IN
720 ~ ~ "
720 710 " 18 IN O T 71 .0 „
_ _
_ H '
7 9. 6 M tN X. t
- - - 20-D ~ 8" -
- 8' S N XIN R iN ~
715 . 715 705 TA 6 60.6 10, 0) 0 0-
U =7~ 6. 5 - - - - - '
A B. -P = _ _ 1"I VIN 71.1 SD. CA LERN = ' ~
„ C B SIII E 2 E 5.
CNTRC f4 90LF 1 IVOU=15.6 F , L EL S A +19. 1 .0 L
1 B CPC III ST R AI 171 - 7: 1 _ B -
710 710 ~
t
1" NVOT i
8 IN I S =7 2.18
8" - fW .8
" ~ a0 i
705 R T 705 „ }
R -L II TOM
- 00
,a~
E TI 700 700
4+00 5+00 6+00 7+ v~ k . .
1 +00 2+00 r
1 1
PARADISO WAY
' ~ SEE SHEET 7 4~A
~ i 1
I ~ ~ 1
I
STA 1+02.00 0.00'R I S.D. CATCHBASIN fiE-4
WIDTH = 10.0' _ -
- ~ l
1 V
I Fsr
I ~l
15 STORM DRAIN EASEMENT PER TRAa MAP N0. 6406
~ I
I ~,a ~ ~ ~ ~ ~
F~ I FI
W I
5 A 2+52.88 0.00' ~ ( ~ R)
MENTON ST 3+70.9410.00 L , STA 6+19. 7 18.00 L ~ to I S, .MANHOLE ~6E-3 if r 1 i
TYPE-A S.D. CATCH BA IN ~6E-2 ii
d 1 . WI TH = 5.0
~ ~1
~i~ Y
1~ ~I~. '
M NTONLANE ~_------_-.;1~<~~ D_._~--- . S - - - 48"~D - _ _ -
I t -I A 1
1 00 ss 8 ~ss e„ss e„ss 8„ ~ 2+00 3+00 4+00 5+00 6+
t
rr
i
STA 6+19.87 10.04'L
S.D. MANHOLE #6E-1 `1
TYPE-A
MENTON STA 6+69.1510.00'L ~
PARADISO STA 6+11.40 3.97 L N oy N
S.D. MANHOLE ~6E ~
~y 1 TYPE-A
40' 20' 0 40' 80' ~O 1
P II i t I
SCALE: 1~" 40" HOR. ~
SCALE: 1 = 4 VERT. S. D. STORM DRAIN see awe vATF2 Cl DRAWN
~ BY'
REVISIONS APPROVED BY: f'o B.C. BEGIN CURVE CHECKED BY:
00 E. C. END CURVEESSIp GSC
S =gyp= PROPOSED STORM DRAIN W/ SIZE APPROVED BY:
GEORGE S. COLVIN, P.E. DATE PARADISO WAY
R.C.E. 25190 (EXP. 12 1-07) SEE SHEET 7 40' 20' 0 40' 80' GSC ~ No, 25190 ~ -
1
PROPOSED STORM INLET Exp. 12-31-05 SCALE: SCALE: 11" = 44' HO 0 VERT, s~A CI V1- ~~\e SHEET 3
MARIAN P. SHAW DATE
R.C.E. 32178 (EXP. 12-31-06) ~D PROPOSED STORM MANHOLE CA0
1A,,
PROJECT ENGINEER DATE
3
r/
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705
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20 B.C. BEGIN CURVE S' NATURE DATE DRAWN BY:
1 1l E.C. END CURVE ALM
S.D. CATCH ASIN 2A 23
Q IATA STA 4+00.7(18.00'R) RE CHECKED BY: REVISIONS APPROVED BY: xX o= PROPOSED STORM DRAIN W/ SIZE ESS/ GSC
22 2. Al A PINO STA 0+8 2(14.32'R)
WID = 10.0, r W
VI SEE SHEET 3 F PROFILE 20 t~fe(ab ~ ~o ~ ~ APPROVED BY: S
GE Lo 19 GEORGE S. COLVIN, P.E. DATE ~ PROPOSED STORM INLET GSC ~ No. 25190 ~
13 14 15 18 R., R.C.E. 25190 (EXP. 12-31-07) O PROPOSED STORM MANHOLE Exp. 12-31-05\e
kuvo(o 9TF CIv,\- ISHEET4 of- uo~
Ml MARIAN P. SH W DATE I/ ABANDONED OIL WELL OF R.C.E. 32178 (EXP. 12-31-06) W/ EASEMENT
R.
PROJEC ENGINEER DATE
lr3 ~Q
6/J
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0 _ 3 W Z~
730 ~ ® a
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700 4 I V N = 0 .0 ~ _ 48 I T 70 .9
CNS UTf 1.8 ~4CNTRC t6.2
'gT D At fl: # ST - R fl Ai 3~ .
0 0- 20 0 D
695
6+00 7+00 8+00 9+00
10+00 11 +00 12+00 13+C
1
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PARADISO WAY
SEE SHEET 8
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1 CORDON TA STA 13+63.6 13.00 L OP TO STA 11+89.3 10.00 L
CORDONATA STA 6+80.47 13.0 L STA 9 99.33 13.00 L _ ~
I A HO E - S.D. MA HOLE ~4 PARADISO STA 14+88.07 10.00 L ~ t ) TYPE-A
P-+ TYPE-A S.D. MANHOLE #5
~ TYPE-B ■
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6+00 ~ I 7+00 8+, 9+0 0+00 1 +00 i
8 ss 8 s 8 8 ss s~ 8 ss ~~ss 12+00 1„ 0 8 SS 8 ~S - S ► ~ ~
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ii T
l I
" 24 STORM D ~ IN "
SEE SHEET 8 OR PROFILE 18 TORM DRAIN
SEE SHEET 6 OR PRO IL
I I -
FUTURE 24"
STORM DRAIN I I
EEP SE2
STORM DRAIN PLANS 1 '
i
j i
1 i j i
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REVISIONS APPROVED BY:
B. C. BEGIN CURVE CHECKED BY:
I /If/* ` o` BEM GSC S
GEORG S. COLVIN, P.E. DATE 40' 20' 0 40' 80 E.C. END CURVE 1TE APPROVED BY, .
R.C.E. 25190 (EXP. 12-31-07) =xso= PROPOSED STORM DRAIN W/ SIZE
GSC SCALE: 1" = 40' HOR. No. 25190
SCALE: 1" = 4' VERT. Exp. 12-31-05
MARIAN P. SHAW DATE ~?E~- PROPOSED STORM INLET IV1 SHEET
R.C.E. 32178 (EXP. 12-31-06) lF p~
QD PROPOSED STORM MANHOLE OF CA1~~
i A. r n i t I
IA
Vl
E TI _ N -
E TI B-B E TI N
T 11 4 .8 1 .0 'L
:D: C TCPfi S 4
- - - - - ST ~ 3:81 l t -
T 4 8 3010 00' T 4 8 .3 18.00 R - - - W
CT A~ S A + 5. 41 .0 'R .D. M N OL # E
3T $ . 1 t - _ _ 1 4 7 _ _ _ ~ Z
T 4 .7 0 F Et _ cn ~Q°~
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7 6. 9
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.4 " - 72 .0 8 IN 0 T
19: -Oo.--
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4" _IN: U Zl .6 "
ST 1 4 .6 .0 'R ~ ) T~ _ _
$ 14.9 " " 8 RP TOM _ 18 RC TO M
R IN ' .0 ~ ° L AR N E t3 54
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18"IN I S 79.8 ~j 24 IVI -0.2
4 ~ =7 9: 8" T ~ 8 ~ " 24 I V U = 0 .14 " 8 RP TRM
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t
T ~ - ST 6 4 .2 7 80'
D t 5:. N _E_ P- 'I
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18' IN UT =7 ; 7 -
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1 ' ~ 5.2 18 IN I N = 09 68
T. P. 18 IN I S = 09 68 1N 1 = S!6 0 (8 S N) 711.1 i
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TRH ~ ,ti f " 2 ~ ~ ~ . - S R RAi f
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1
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SEE PROFILE BOVE - 0 STA 1+45.7 5.00 L
C~ S.D. MANHO E 4H
~ TYPE-A STA 4+84.31 1 .00'L
t!~ ~ S A 6+47.27 7.80 L • STA 4+84.0 10.00 L S.. MANHOLE #4D
1 p WID =10.0" S.D. MANN LE #4E T PE-A
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WIDTH = 10.0 ~trJ SEGOVIA STA 11+84.31 18.00' ~ ~
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WIDTH = 5.0'
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REVISIONS APPROVED BY: i Lu No. 487 9 =X-K~ - PROPOSED STORM DRAIN W/ SIZE CHECKED BY:
EV. 09.3040 ,~ESSIp GSC
_ Q A 41 1 • ^ Srt *+)Ifi __.i. S S`~~ ~--vim "iJ -VfiAIL. 1'J ~t -
J0 Of? A f ~ I ) 40,116 k. 0- - i~
GEORG S. COLVIN, P.E. DATE
R.C.E. 25190 (EXP. 12- 1-07) LYrft~.. ~
A" ~~Zw-
MARIAN P. SHAW DATE
R.C.E. 32178 (EXP. 12-31-06)
f
r r~-r
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ST 1 0 .0 1 .2 R 2 0 -D 1 I V
B..P. " 2 (1 14 25 ST U T 2 .5 1 I V S N ~.7 1 1 1V = 11: _ - ~ J
f - o . r :
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705 8~ JK 0 0 .2 E TI N -
y a i I ~ J
r~ C ~ 6 0 S 5:5 0' "
8 RC-L II TOM - AT _ . IFi ~ .1 1
TA 1+45.3 0. 0' l
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700
75.5 = - - 7 . TI
- - _
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S.D. A~ H E ~ IN i~
S + .8 1 .0 L
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1 I V U 18" IN 0 T p -.1 ~ 7..
C C 2 D =T 71.9 r _j
DR IN (~1. ~ CN TR C t3.0 F N 1 N= t ~ ~ -
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" A XIG " T MDAI " 8 IN 0 T 71 .7 B... (8 S ) 70 .9
~ (:0 fi = 8: .
" ~ 1~~2 ' ) C ,6 - - " 7:0
T..P AN! = 0812 , u- ) ~ &00- it - -
C AA!CE f.1 i 18 IVN W 73.1 _.T Q~
8"IN T 73.0 1.0~
~+o0 2+00 3+ao 4+00 5+00 6+00 7+00 8+0
1 ~J
1
REVISIONS APPROVED BY: a
i Lf
~ 1~ w a
1 ~
GEORGE S. COLVIN, P.E. DATE
R.C.E. 25190 (EXP. 1 -31-07) STA 8+9!
~5.~. .0~
MARIAN P. SHAW DATE
R.C.E. 32178 (EXP. 12-31-06)
STA +70.02
WIDTH
' I STA 8+ 0.03
1
STA 7+ .88 4.06'L
. .
TYPE-A ~ , r
TA 6+11.40 3.97 L
S.D. MANHOLE E
TYPE-A STA 0+82.0015.69 R - STA 5+ 6.8418.00 L - -
S.. CATCH B SIN ~6 r...~ ~ ~ S..CT BSI STA 4+68.11 4. fi L #6
- WIDTH - 5.0 ~ ~ 0 STA 1+ 5.83 10.00 L ANH L H WIDTH = 5.0 , S.D M 0 E #6 ss
a' .D. HOLE X61 np -A
W A TYPE-A ~ ~
V1 $ s - /
_ ~o I A U+ WA A t$+/V.V,5Q t3.UU KJ/ v vun vi wn uwu,.nv
s S.D. CAT .:100.. D_"' ~ ~'.1a'~r-'~' ~LEV'$ S.D. CATCH BASIN #613 ALM
B WIDTH = 10.0' EXIS77NG 48 S. D. STORM DRAIN EssIp CHECKED BY:
- I _ $ ss STORM DRAIN GSC
1-k 70 g11sS 2+00 8„ss B.C. BEGIN CURVE ~~GE s co~G~-1
SO AY E. C. END CURVE APPROVED BY:
GSC
STA 5+86.84(5.00'L =Xs~= PROPOSED STORM DRAIN W/ SIZE Ex No. 25190
STA 1+45.7518.00 R~ S.D. MANHOLE #617 A S.D. CATCH BASIN #6J TYPE-A co
1 WIDTH = 5,0' 30 28 ew~ SHEET
PROPOSED STORM INLET of. C
31 29 27 OF
PROPOSED STORM MANHOLE
MENTON LANE SEE SHEET 3 PROJEC ENGINEER DATE
~l -
S. ANHO 5 725 S
D: M H A-
AN 0 ~ TA 14+4 .3 1 .0 'L
.D. CAC BSI B E/SN GO D
® ~ i
L L= H 72 .r 72
AN XI G
725
"
.0.. 18 S ) t 0 .39
POOSD RUD =
_ 8"~ .tN D _
715 =
.r
F~ A
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IN TA L RI K t "
i
a ~ ~ -7 . D AI 1. 0
715
IN R
705
18 IN I N = 16 00 7
48 f( =D -
7
M
1 NV INN 71 .0 NV 0 T 01.93
4 " NV IN ~E 7 705 0 .7
„ C NS CT 1N .B 0 'S UC 5. 5 F 7 .9 L
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0 0- 48 RP CLIIISTR
DAI ®0.4
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12+00 13+00 14+00 15+00 16+00
1 1■
1.
REVISIONS APPROVED BY.
~ ~ ~ f i 1
GEOR E S. COIViN, P.E. DATE
R.C.E. 25190 EXP. 12-31-07 ( )
MARIAN P. SHAW DATE
R.C.E. 32178 (EXP. 12-31-06)
1
CORDONATA WAY
SEE SHEET 5 4 4
~ 1
i ,I 1
i, ~ L_
1
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0
■
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0
f
STA 14+88.0 10.00 L ' ~ 7
STA 1+77.95 30.00 L S.D. MA HOLE #5 ' 1
TYPE-B i
(WIDTH = 10.0 ) 1 ~ , i
FUTURE STORM ,
STA 1+58.10 26.83 L STA 1 +43.32(18.00'L) ~ DRAIN 1
a - ~ !1 _ ~ EX. 18" STORM
DRAIN WIDTH = 5.0 ! ~ ~ ~ USE PRE-FORMED 10' BEND
~ ~ " p (REMOVE EXIST 18 RCP - - - . ,-"5
o ''I _ b ~ NOR - _ ,.d TH OF TIE IN) i-
~ ~ - r .
~ H _ _ _4~5~ _ _ _ _ ~ - ~ ST
® 15+00 ~ 8- ss q N sn~e-ou ~
~ 14 00 WAY ~ ~ A ~ oPARADISO ~
U W V S. D. STORM DRAIN IALM v
STA 15+59.00(10.00'L) /
p., INSTALL BRICK & MORT R PLUG
MARK FOR FUTURE TIE- N STA 14+43.33(10.00'L
S.D. MANHOLE 5A END PHASE 1 STORM / i
DRAIN CONSTRUCTION Al 27 J EXISI7NC 2,
STORM DRA i
CORDONATA WAY r
SEE SHE ET 5 Al
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