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B
<br />1
<br />0
<br />VICINITY MAP
<br />N.7rS.
<br />PAVEMENT DESIGN CHART
<br />STREET NAME
<br />TRAFFIC
<br />INDEX
<br />LEGEND
<br />A.C.
<br />THICKNESS
<br />, A,61
<br />THICKNESS
<br />Z 6
<br />8.0
<br />LOT NUMBER
<br />62.45
<br />NATIVE
<br />PAD ELEVATION
<br />af/P
<br />67
<br />HIGH POINT
<br />LOW Pt 0r / -p
<br />L 0/16 0 A" OR
<br />LOW POINT
<br />GB.
<br />.25
<br />GRADE BREAK
<br />Q003
<br />6.0
<br />STREET GRADE & FLOW DIRECTION
<br />25
<br />"
<br />PROJECT BOUNDARY LINE
<br />4.0
<br />_67
<br />67
<br />It
<br />PROPERTY LINE
<br />OA,C'MOA/r 6r
<br />----- ---
<br />67
<br />EASEMENT LINE
<br />It
<br />CENTER LINE
<br />-
<br />.20
<br />R/I✓
<br />RIGHT OF WAY LINE
<br />4.0
<br />67
<br />.20
<br />CURB LINE
<br />CHERRYI-ALLS Cr
<br />---
<br />67
<br />FLOW LINE
<br />4r or rc.
<br />FRA/RIE,01/A/ES 67.
<br />TOP OF CURB
<br />+64.1
<br />.20
<br />SPOT ELEVATION
<br />�--tea-
<br />4.0
<br />EXISTING CONTOUR
<br />61.o -�
<br />PROPOSED CONTOUR'
<br />BLVca
<br />FNAJt_K
<br />20
<br />'IU -33,
<br />P/A/E 114Z L EY DR.
<br />LL. 15.79, brass can 830' west. of
<br />5th
<br />street,
<br />30' north of Lathrop Road.
<br />PAVEMENT DESIGN CHART
<br />STREET NAME
<br />TRAFFIC
<br />INDEX
<br />SOIL
<br />R -VALUE
<br />A.C.
<br />THICKNESS
<br />, A,61
<br />THICKNESS
<br />LA7HROP RO
<br />8.0
<br />67
<br />.400
<br />NATIVE
<br />WODOF/ELa DR/VE
<br />60
<br />67
<br />.29
<br />'' "
<br />L 0/16 0 A" OR
<br />5.0-
<br />6 7
<br />.25
<br />1'
<br />CEDAR VALLEY DR.
<br />6.0
<br />25
<br />"
<br />SGf//Ll /N4 AVE
<br />4.0
<br />_67
<br />67
<br />.20
<br />"
<br />OA,C'MOA/r 6r
<br />11.0
<br />67
<br />.20
<br />A&JS74 OR.
<br />410
<br />67
<br />.20
<br />OAK H/LLS ST
<br />4.0
<br />67
<br />.20
<br />CHERRYI-ALLS Cr
<br />q-0
<br />67
<br />.20
<br />FRA/RIE,01/A/ES 67.
<br />4.0
<br />67
<br />.20
<br />"
<br />f'R/A/CE'V/LLE ST.
<br />4.0
<br />67
<br />.20
<br />STONER/GSE C77
<br />40
<br />s7
<br />20
<br />"
<br />P/A/E 114Z L EY DR.
<br />1 4.0
<br />6 7
<br />.20
<br />"
<br />5 I VER CREEK DR.
<br />1 4.O
<br />1 07
<br />.20
<br />"
<br />NOTE : 5fe,-111*ze Nafiue .20'1o. 29' RAW
<br />P-i/ne Coal /5 repli -ed
<br />UNAUTHORIZED CHANGES & USES
<br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for,
<br />unauthorized changes to or uses of these plans. All changes to the plans must be
<br />in writing and must be approved by the preparer of these plans.
<br />DATE:.i _ /?89
<br />SCALE:
<br />AS NOTED 5
<br />DRAWN BY: 4
<br />CHECKED BY: PRC• 3
<br />1 /75 j
<br />STONERIDGE
<br />CT.
<br />FOR
<br />T R A C T N O e
<br />UNIT
<br />5'
<br />MIME COAT
<br />PAD EL EVAi/ON
<br />OF CURB
<br />TYPICAL LOT
<br />wp+a*aYp� \d Bey 5Fp IS}
<br />PROJ. MGR.: P8•a• s Mic I 9-91 TZEGOF'D DK'AWING
<br />PROJ, ENGR.: N
<br />NO. I BY DATE RE
<br />R/W
<br />LATHROP KUAU
<br />-SHEET REFERENCE MAP
<br />Street R/W
<br />- 50'
<br />25
<br />'T--- 16' 2 512
<br />50'P/W
<br />M. 7-S.
<br />2 0
<br />1
<br />ALAN
<br />5 1
<br />PRINCEVILLE
<br />ST.
<br />20. TITLE SHEET.
<br />0
<br />APPROVED BY THE SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />BY: DATE:
<br />HENRY M. HIRATA, R.C.E. NO. 21258
<br />APPROVED BY THE SAN JOAQUIN COUNTY LOCAL HEALTH DISTRICT
<br />BY: DATE: _
<br />SHEET INDEX
<br />21. LATHROP ROAD, CEDAR RIDGE COURT, LONG BARN DRIVE, OAK HILLS STREET,
<br />DRIVE.
<br />22. CEDAR VALLEY ORIVE, P//VE VALLEY DR/VE, OAKMO/VT STREET,
<br />5H/LL//YG AVENUE, 5T0/UERJDGE COURT, PRA/RIE 0U/VE9 STREET
<br />23. PRA/RIE DU/VES STREET, CHERRY H/LL 5 COURT, 466157,4 DR/VE
<br />OAK H/ZZ5 STREET, 611- VER CREEK D12., PR/IVCEV/LLE STREET
<br />24. LONG BARN ORIVE AND 51-10PP/1V6 CENTER
<br />c] -
<br />J �J J PL
<br />PROPOSED -1I/2' MIN.
<br />FINISH
<br />GRADE I�
<br />3
<br />R/W Street
<br />R/W
<br />6 0'
<br />30 30'
<br />3'5' �{ 2' 20' 2 0' --�{ 2' 5'-{ 3'
<br />II Ii2x I'�x I I
<br />GO :e/W
<br />PRIME COAj
<br />Street R/W
<br />1
<br />42' 42'
<br />3' 30' 30' 2 r-71 3
<br />III'/z x 1 I/Z_ yt--
<br />$4' R/W
<br />�PtzIME ccx�•-T
<br />TYPICAL STREET SECTIONS
<br />IMEk NOLTE and ASSOCIATES
<br />1k Engineers / Planners / Surveyors
<br />❑ SACRAMENTO ❑ SAN DIECO ❑ SAN JOSE ❑ WALNUT CREEK
<br />(916)446-5020 (619)278-9392 (408) 287-3400 (415) 934-8060
<br />LATHROP
<br />GRADING NOTES
<br />I. ALL COMPACTING AND RELATED SOILS WORK SHALE BE DONE UNDER
<br />SUPERVISION BY THE SOILS ENGINEER AND IN ACCORDANCE WITH SOILS
<br />REPORT DATED APRIL 15, 1988 AS PREPARED BY KLEINFELDER AND
<br />ASSOCIATES AND ANY ADDENDUMS AS A RESULT OF ANY IMPORTED FILL.
<br />2. PADS INDICATED AS LEVEL SHALL NOT VARY FROM A TRUE HORIZONTAL PLAN
<br />BY MORE THAN PLUS OR MINUS 0.1 FT LOWER NOR 0.2 FT HIGHER THAN
<br />THE ELEVATION INDICATED ON THIS PLAN UNLESS OTHERWISE INDICATED
<br />HEREON OR PERMITTED BY THE OWNER.
<br />3. EXCEPT AS PROVIDED IN THE FOLLOWING PARAGRAPHS, GRADING SHALL BE
<br />PERFORMED TO THE ELEVATIONS AND IN ACCORDANCE WITH THE TYPICAL
<br />SECTIONS INDICATED ON THIS PLAN.
<br />4. .ci "-':TRACTOR SHALL MAKE HIS REQUEST FOR STAKING TO NOLTE AND
<br />ASSOCLld!' NOT LESS THAN 48 HOURS BEFORE THE TIME HE WISHES TO
<br />COMMENCE GkADIN1., 0PFRATIONS.
<br />WILL FURNISH u.: SFT OF GRADE STAKES FOR PADS AND ROUGH
<br />'':n ONE SET OF L';,' AND GUTTER STAKES. THE COST OF
<br />Nit ,, Tr.vll,,, '11IONAL GRADE ORDERED BY THE CONTRACTOR
<br />^r (h;"_r^ Iu ^TPACTOR BY 111L tKNFP.
<br />6. THE CONTRA(. i„� "I tFPIFI `CATIONS OF ALI EXISTING
<br />UNDERGROUND UTIL111i_ ' 1,� PPLu;.. MEASURES -,C PPnTECT
<br />THESE UTILITIES. LOCATION, . "1 THE F,,.• '�PROXIMAiL 'ND
<br />ARE SHOWN FOR GENERAL INFORMAII.,:, TNF UU,. - "' SHALL Du
<br />NO WORK OR EXCAVATION UNTIL ALL Ui:L IFN
<br />NOTIFIED. DAMAGE TO UTILITIES OR PIPELP,L_ ht
<br />CONTRACTOR'S RESPONSIBILITY.
<br />7. PIPELINES WHICH ARE TO BE ABANDONED SHALL BE REMOVED BY THL
<br />CONTRACTOR IF THE OWNER'S SOILS ENGINEER SO REQUIRES. IF ALLOWED
<br />TO REMAIN, ALL OPEN ENDS, HOLES, OR OTHER OPENINGS SHALL BE
<br />PLUGGED WITH CONCRETE. ANY LOTS INVOLVED IN THE ABOVE WORK SHALL
<br />BE CONSIDERED INCLUDED IN THE CONTRACT PRICES FOR THE GRADING
<br />ITEMS.
<br />8. THE CONTRACTOR SHALL SEAL ANY EXISTING WELLS IN ACCORDANCE WITH
<br />THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT AND CITY REQUIREMENTS.
<br />ALL EXISTING CESSPOOLS, FOUNDATIONS, BASEMENTS, TANKS, OR OTHER
<br />UNDERGROUND STRUCTURES SHALL BE REMOVED AND THE RESULTING
<br />DEPRESSIONS BACKFILLED AND COMPACTED. ANY COSTS INVOLVED IN THIS
<br />WORK SHALL BE CONSIDERED INCLUDED IN THE CONTRACT PRICE FOR THE
<br />GRADING ITEMS.
<br />9. ALL CUT AND FILL SLOPES AT THE BOUNDARY LINES SHALL BE CONSTRUCTED
<br />IN SUCH A MANNER THAT ADJACENT FENCES WILL NOT BE DAMAGED.
<br />DAMAGED FENCES SHALL BE REPLACED AT CONTRACTOR EXPENSE.
<br />10. ALL SLOPES ON REAR AND SIDE PROPERTY LINES SHALL BE CONSTRUCTED
<br />WITH THE TOP OF SLOPE 1.00 FT INTO THE LOWER LOT. SLOPES SHALL BE
<br />COMPACTED FIRMLY AND GRADED NEATLY.
<br />11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 14OLTE AND ASSOCIATES AS
<br />SOON AS HE HAS A GROUP OF 20 OR MORE PADS READY FOR A GRADE CHECK.
<br />ANY REQUIRED RECHECKS WILL BE CHARGED TO THE CONTRACTOR BY THE
<br />OWNER.
<br />12. THE FINISH GRADE CONTRACTOR SHALL PROVIDE DRAINAGE SWALES HAVING A
<br />MINIMUM SLOPE OF 190.
<br />13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL
<br />NECESSARY IMPORTED FILL TO ACHIEVE THE DESIGN GRADES AND SECTIONS.
<br />THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE SHRINKAGE VOLUME
<br />OF IMPORTED MATERIAL AND SHALL INFORM THE OWNER'S SOILS ENGINEER
<br />OF IMPORT SOURCE. CONTRACTOR SHALL ADHERE TO ANY REVISED SOIL
<br />COMPACTION SPECIFICATIONS RESULTING FORM THE TYPE OF IMPORT FILL
<br />TO BE PROVIDED.
<br />14. ANY AREAS OF ENGINEERED FILL OF I FT OR MORE AS INDICATED ON PLANS
<br />SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6 IN. AND RECOMPACT TO
<br />90% OF THE MAXIMUM DRY DENSITY PRIOR TO PLACEMENT OF FILL.
<br />ENGINEERED FILL SHOULD BE PLACED IN LARGE LAYERS, A MAXIMUM OF 8
<br />IN. IN LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 90% OF THE
<br />MAXIMUM DRY DENSITY.
<br />15. ALL FILL REQUIRED FOR THE STREET SECTIONS SHALL BE NATIVE MATERIAL
<br />EXCAVATED FROM THE RETENTION POND AREA.
<br />16. IN THE EVENT ADDITIONAL FILL IS REQUIRED FOR THE STREET SECTIONS,
<br />IMPORT MATERIAL SHALL BE OF NATIVE QUALITY OR BETTER.
<br />17 WITHIN 100YR. FLOOD AREA TO ELEVATION 17.00
<br />MINIMUM FIN15H FLOOR ELEVATION 18.00 W.G.VP
<br />_ - LESS THAN'IB - _- - l - ,+. /ORIGINAL GROUND
<br />DETAIL O
<br />TO BE USED FOR LOT DIFFERENCE LESS THAN 18"
<br />AND ACROSS THE PHASE BOUNDARY
<br />GRADING QUANTITIES
<br />CUT : 35,000 CUBIC YARD
<br />FILL : 37,600 CUBIC YARD
<br />( IN PLACE )
<br />TYPICAL LOT GRADING DETAIL
<br />-Bi %Min. OrOinOye 5wa/e
<br />11 y
<br />TYPICAL LOT GRADING
<br />N T6.
<br />ADI`NG PLAN
<br />VALLEY HAVEN 1=
<br />TRACT NO. 2 0 5 1
<br />UNIT N 0 - 1
<br />0
<br />Fc. +/./'f1/n.
<br />Leve/ Pad
<br />D,wZ Swa/e ` Aim fa be u+f
<br />aFln-11,r+se /s bui/f.
<br />SECTION "A" -"A"
<br />N.75.
<br />Pad I r 2 yarie5
<br />�/ Pad
<br />SECTION "B" -"B"
<br />N T&
<br />SHEET
<br />20
<br />OF 36 SHEETS
<br />JOB NO.
<br />2704 - &F-Oo
<br />ALIFORNIA
<br />
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