Cities Index.
Attachment 4 Conceptual Development Plan

Visalia City Council
May 20, 2024

Document
Attachment 4 Conceptual Development Plan
Meeting
May 20, 2024
Body
Visalia City Council
Original file
3.6 MB
Text extracted from the city's file for reading and search. Open the original on visalia.legistar1.com. That file is the official record.

PARCEL 4 PM 4452
REC. IN BK. 45 OF PARCEL MAPS, AT PG. 57, T.C.R.

REC. IN BK. 53 OF PARCEL MAPS, AT PG. 67, T.C.R.

W W W W W
SS
W

W W W W W W W W W
W

SD SD SD SD SD SD SD SDCLANCY STREET

SHIRK STREET

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKINGNO PARKING

RIGGIN AVENUE

NO PARKING

NO PARKING NO PARKINGNO PARKING

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EVCLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EV

CLEAN AIRVANPOOL/EV
PROPOSEDBUILDING 'A'340' x 972'(±331,840 S.F.)
PROPOSEDBUILDING 'F'280' x 896'(±250,880 S.F.)
PROPOSEDBUILDING 'B'340' x 553'(±188,020 S.F.)
PROPOSEDBUILDING 'C'340' x 553'(±188,020 S.F.)
PROPOSEDBUILDING 'E'340' x 874'(±297,160 S.F.)
PROPOSEDBUILDING 'D'340' x 874'(±297,160 S.F.)
RIGGIN AVE. IMPROVEMENTS TO BE CONSTRUCTED BY THE CITYOF VISALIA, INCLUDING BUT NOT LIMITED TO CURB & GUTTER,DRIVE APPROACHES, MEDIAN, STREET LIGHTS, STRIPING/SIGNAGE,SANITARY SEWER MAIN/LATERALS, STORM DRAIN MAIN, WATERMAIN, RELOCATION OF DRY UTILITIES AS REQUIRED AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)

AUTOS/FIRE LANE
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)

TUCKS/FIRE LANE

TRUCK DOCK

TRUCK DOCK

TRUCK DOCK

TRUCK DOCK

TRUCK DOCK

TRUCK DOCK
TUCKS/FIRE LANE (35' WIDE)
STORM WATER RETENTIN BASINVOL. REQUIRED = .295 x 74.77 AC = 22.06 AC.-FT.

NOT IN A FLOOD ZONE

FLOOD ZONE X, SHADED

FLOOD ZONE BOUNDARY
25' MIN. SETBACK
25' MIN. SETBACK
15' MIN. SETBACK
30'30'15.5'45'
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)
65'VARIES (25' MIN.)
TUCKS/FIRE LANE (35' WIDE)

TRUCKS/FIRE
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)
101.1'65'874'83.16'

6.5'
45'6.5'

TRUCKS/FIRE
TRUCKS/AUTOS/FIRE LANE (MIN. 35' CLEAR WIDTH)TRUCKS/AUTOS/FIRE LANE (MIN. 35' CLEAR WIDTH)

TUCKS/FIRE LANE
35'
35'
35'
106.16' 10.5'
35'
52'27.95'

7.5'
20'
30'
30'
20'
55' 55'26'64'
30'
134'

TUCKS/FIRE LANE
108' 108'
134'
152.5'

TUCKS/FIRE LANE
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)

7.5'

7.5'

7.5'

7.5'

5.5'

15.16'
68'
35'

86.1'
26'
26'

5.5'

15.16'
1 1
222 2
222
2 33
4 5 5
5 6
6 6
6 6
6 6
66 64'
17'
63'10'
80'25'
25'
54'
R35' R35' R35' R35' R35' R35'
6666
6 6
6 6
15'

5.5'

5.5'
15'
15'

5.5'

5.5'
15'
77 7
77 7
8 8 8
8 8
8 88
8 8 8 8
8 8
8 9
9 10
10 1010
11 11
1212
12 12
12 12
12 12
131313
1313
13 13 13
13 13
1212121212
12 12
55'

CITY LIMITS

CITYCOUNTY

CITY LIMITS

CITYCOUNTY

CITY LIMITS

CITYCOUNTY

CITY LIMITS

CITYCOUNTY

CITY LIMITS

CITYCOUNTY
PARCEL LINE TOBE DELETED (TYP.)
PARCEL LINE TOBE DELETED (TYP.)
PARCEL 1 PM 5357REC. IN BK. 54 OF PARCEL MAPS, AT PG. 65, T.C.R.

PARCEL 2 PM 5357REC. IN BK. 54 OF PARCEL MAPS, AT PG. 65, T.C.R. PARCEL 3 PM 5357REC. IN BK. 54 OF PARCEL MAPS, AT PG. 65, T.C.R.

PARCEL 4 PM 5357REC. IN BK. 54 OF PARCEL MAPS, AT PG. 65, T.C.R.

PARCEL LINE TOBE DELETED (TYP.)
15'

5.5'

23.77'
15'

5.5'
553'
SAN MARINO,UNIT NO. 4 TSM
SEE SHEET SPR-2aFOR SHIRK AVENUEIMPROVEMENTS
SEE SHEET SP-2aFOR PROPOSEDSHIRK STREETIMPROVEMENTS
6 6 6
666
60'60'
60' 60'
AUTOS/FIRE LANE (MIN. 26' CLEAR WIDTH)
TYP.
1 2
5 6
3 PROPOSED CITY STD. C-4 BARRIER CURB AND GUTTER BY TO BE CONSTRUCTEDBY DEVELOPOR ALONG SHIRK STREET PROJECT FRONTAGE.PROPOSED CITY STD. R-3, 24' REFUSE CONTAINER ENCLOSURE.

KEYNOTES
PROPOSED CITY STD. C-24 DRIVE APPROACH.

PROPOSED 6' CHAIN LINK FENCE AT STORM WATER RETENTION BASIN.

LEGEND
STREET CENTERLINE (U.N.O.)

PROPERTY BOUNDARY

ON-SITE ASPHALT CONCRETE PAVING

ON-SITE CONCRETE PAVING (TRUCK DOCK)
CITY STD. R-5 CONCRETE APRON AT REFUSE CONTAINER (ON-SITE) ON-SITE CONCRETE PAVING (ACCESSIBLE PARKING)7
PROPOSED FIRE HYDRANT.
8 PROPOSED FIRE DEPARTMENT CONNECTION.
9 CITY STD. 9500L STREET LIGHT (ARTERIAL STREET) BY CITY OF VISALIA. 10 PROPOSED CITY STD. 9500L STREET LIGHT (ATRERIAL STREET) BY DEVELOPER. 4 PROPOSED CITY STD. C-29 DRIVE APPROACH (SIM.)
SHIRK STREET PAVING BY DEVELOPER. 100% REIMBURSEMENT BY CITY OFVISALIA, EXCEPT FOR 6' OF PAVING ALONG 'YS' PROJECT FRONTAGE. 12 PROPOSED CITY STD. 7' WIDE SIDEWALK ALONG RIGGIN AVE. & SHIRK STREETFRONTAGES BY DEVELOPER.

PROPOSED 9' WIDE PARKING STALLS PER CITY STDS (TYP.).
13FIRE TRUCK TURNING RADIUS (20' INSIDE, 43' OUTSIDE).
11PROPOSED CITY STD. 5' WIDE SIDEWALK ALONG CLANCY STREET FRONTAGE BYDEVELOPER. 15RELOCATE EXISTING POWER POLE IN ACCORDANCE WITH UTIITYCOMPANY REQUIREMENTS. 16IF REQUIRED, RELOCATE EXISTING POWER POLE IN ACCORDANCE WITHUTIITY COMPANY REQUIREMENTS. UNDERGROUNDING/ABANDONMENTOF EXISTING OVERHEAD LINES EAST BY OTHERS. 17CONFORM CURB/GUTTER TO MATCH EXISTING CURB/GUTTER TO SOUTH. 18EXISTING POWER POLE TO BE RELOCATED BY THE CITY OF VISALIA. 19PROPOSED CITY STD. C-4 BARRIER CURB AND GUTTER BY TO BE CONSTRUCTEDBY DEVELOPOR & REIMBURSED 100% BY CITY OF VISALIA.SHIRK STREET PAVING BY DEVELOPER. 100% REIMBURSEMENT BY CITY OFVISALIA, EXCEPT FOR 6' OF PAVING ALONG 'YS' PROJECT FRONTAGE.20 CITY STD. C-4 BARRIER CURB AND GUTTER TO BE DESIGNED & CONSTRUCTEDBY DEVELOPER ALONG THE SAN MARINO, PHASE 4 FRONTAGE. 100%REIMBURSEMENT BY THE CITY OF VISALIA.21 EXISTING SHIRK STREET A.C. PAVING TO REMAIN. SEE NOTE #3 THISSHEET.LANELINE STRIPING ('CALTRANS' STD. PLAN NO. 20A, DETAIL 8). 100%REIMBURSEMENT BY THE CITY OF VISALIA.22 12" WIDE CROSSWALK MARKINGS - ('CALTRANS' STD. PLAN NO. 24F, BASIC).100% REIMBURSEMENT BY THE CITY OF VISALIA.23 (SHEETS SP-1a & SP-2a ONLY)
EXISTING MEDIAN STREET LIGHT TO REMAIN.24
PROPOSED CITY STD. SL-3 ARTERIAL STREET LIGHT (16,000 L) BY DEVELOPER.25 26PROPOSED CITY STD. SL-4 MEDIAN STREET LIGHT (16,000L). 100%REIMBURSEMENT BY CITY OF VISALIA. (SHEETS SP-1a & SP-2a ONLY)
EXISTING STREET LIGHT TO REMAIN.27
BIKE LANE LINE ('CALTRANS' STD. PLAN NO. A20D, DETAIL 39). 100%REIMBURSEMENT BY THE CITY OF VISALIA.28 RIGHT EDGELINE ('CALTRANS' STD. PLAN NO. A20B, DETAIL 27B). 100%REIMBURSEMENT BY THE CITY OF VISALIA.29 RIGHT EDGELINE EXTENSION THROUGH INTERSECTION ('CALTRANS' STD. PLANNO. A20B, DETAIL 27C). 100% REIMBURSEMENT BY THE CITY OF VISALIA.30 INTERSECTION BIKE LANE LINE ('CALTRANS' STD. PLAN NO. A20D, DETAIL 39A).100% REIMBURSEMENT BY THE CITY OF VISALIA.31 CHANNELIZING LINE ('CALTRANS' STD. PLAN NO. A20D, DETAIL 38). 100%REIMBURSEMENT BY THE CITY OF VISALIA.32 CHANNELIZING LINE IN CHEVRON PATTERN ('CALTRANS' STD. PLAN NO. A20D,DETAIL 38A). 100% REIMBURSEMENT BY THE CITY OF VISALIA.33 34EXISTING MEDIAN CURB TO REMAIN.
35CITY STD. C-8 MEDIAN CURB TO BE CONSTRUCTED BY DEVELOPER. ALL MEDIANIMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VISALIA 2013 DESIGN &IMPROVEMENT STANDARDS. 100% REIMBURSEMENT BY THE CITY OF VISALIA.EXISTING CURB & GUTTER TO REMAIN.36 14REMOVE SERVICE POLE, WELL & ASSOCIATED PIPING STANDPIPES &STRUCTURES.

LEFT TURN POCKET PER CITY STD. P-8 (2013 STANDARDS).37
CITY STD. P-9 MEDIAN ISLAND OPENING (2013 STANDARDS).38 100 100 20050
1 INCH = 100 FT.
0 GRAPHIC SCALE
OF
Project No:

Project
Prepared For
Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No.Revision Date
Sheet Number
10/20/2022 1:31:46 PMJ:\Jobs\2022\22140\Dwg\Concept\22140 Concept Site A (R1).dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

All reproduction & intellectual property rights reserved © 2022 Professional Seal
LANE ENGINEERS, INC.CIVIL STRUCTURAL SURVEYING
979 North Blackstone StreetTulare, California 93274559.688.5263www.laneengineers.com

YS INDUSTRIAL PARK,PHASE III

YS CLANCY RIGGINGSLLC
SWC RIGGIN AVE. & SHIRK ST.VISALIA, CA
LJS
LJS

CONCEPTUAL SITEPLAN 'A'
SP-1a
-
22140
RELEASED FOR CLIENT REVIEW6/01/2022RELEASED UPDATED DRAWINGS FOR CLIENT REVIEW10/20/2022SPR RESUMITTAL 10/20/2022

NORTHNORTH
mN
nRE e
AT
L
S
STIGER
LIVIC
ILF AC
NO. 33561
FOTE
awrDE J.Sie IOSFES
cRPO
No
REEIN
A
Gne
RO
t
NI
ti
LAE
A.P.N.: 077-200-006SITE AREA: 74.77 ACRES NETTOTAL BUILDING AREA (6 BLDGS.):1,553,080 S.F.FLOOR AREA RATIO (F.A.R.) = 1,553,080/(74.77)(43,560) = 0.477ZONING: INDUSTRIALGENERAL PLAN: INDUSTRIALCURRENT USE: AGRICULTURE/DAIRYPROPOSED USE: WAREHOUSING

SITE DATA
TOTAL PROPOSED WAREHOUSE BLDG. AREA (6 BLDGS) = 1,553,080 S.F.

TOTAL PARKING SPACES REQ'D. = 1 STALL PER 1,000 SF = 1,553 TOTAL PARKING SPACES PROVIDED =858 < 1,553
THEREFORE: TENANTS WILL BE LIMITED TO THE NUMBER OF EMPLOYEESAS PERMITTED BY VISALIA MUNICIPAL CODE, SECTION 17.34.020-F.11.

TOTAL ACCESSIBLE PARKING REQ'D. = .02 x 883 = 17VAN ACCESSIBLE PARKING REQ'D. = 176 = 3STANDARD ACCESSIBLE PARKING PROVIDED:18 OKVAN ACCESSIBLE PARKING PROVIDED:12 OK CLEAN AIR VEHICLES PARKING REQ'D.: 103(12% MIN. OF TOTAL STALLS PROVIDED)CLEAN AIR PARKING STALLS PROVIDED:103 ELECTRIC VEHICLE CHARGING PARKING REQ'D.:51(6% MIN. OF TOTAL STALLS PROVIDED)(FUTURE) ELECTRIC VEHICLE CHARGING PARKING PROVIDED:52[INCLUDING 2 STANDARD ACCESSIBLE STALLS & 2 VANACCESSIBLE STALLS]

PARKING ANALYSIS

PARKING LOT LANDSCAPING
LANDSCAPE REQUIRED: 10% (MIN.) OF PARKING LOT AREASTOTAL PARKING LOT AREA (INCL. ADJACENT DRIVES & LANDSCAPING)= ± 468,686 S.F. (CONSERVATIVE)TOTAL PARKING LOT LANDSCAPE AREA:= ± 52,101 S.F.= 11.1 % OK

FIRE FLOW ANALYSIS
TYPE OF CONSTRUCTION: TYPE IIIB (ALL BUILDINGS)MAX. BLDG. AREA (BLDG A): 331,840 S.F.ALL BUILDINGS FULLY SPRINKLERED IN ACCORDANCE WITH CBC SECTION 903.3.1.CFC TABLE B105.1(2): REQUIRED FIRE FLOW = 8,000 GPMCFC TABLE B105.2: MIN. FIRE FLOW = .25 x 8,0000 = 2,000 GPM FIRE HYDRANTS (CFC APPENDIX C)· MIN. NUMBER OF HYDRANTS PER BLDG. = 2 (CFC TABLE C102.1)· AVG. SPACING BETWEEN HYDRANTS = 450 x 1.5= 675 FT. (CFC TABLE C102.1,FOOTNOTE f.) THE PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD ZONE. THE NORTHERLYPORTION IS NOT IN A FLOOD ZONE AND THE SOUTHERLY PORTION IS IN FLOODZONE X (SHADED), 0.2% ANNUAL CHANCE OF FLOODING.

FLOOD ZONE
12563PROPOSED CITY STD. C-4 BARRIER CURB AND GUTTER BY TO BE CONSTRUCTEDBY DEVELOPOR ALONG SHIRK STREET PROJECT FRONTAGE.PROPOSED CITY STD. R-3, 24' REFUSE CONTAINER ENCLOSURE.KEYNOTESPROPOSED CITY STD. C-24 DRIVE APPROACH.PROPOSED 6' CHAIN LINK FENCE AT STORM WATER RETENTION BASIN.LEGENDSTREET CENTERLINE (U.N.O.)PROPERTY BOUNDARYON-SITE ASPHALT CONCRETE PAVINGON-SITE CONCRETE PAVING (TRUCK DOCK)CITY STD. R-5 CONCRETE APRON AT REFUSE CONTAINER (ON-SITE)ON-SITE CONCRETE PAVING (ACCESSIBLE PARKING)7PROPOSED FIRE HYDRANT.8PROPOSED FIRE DEPARTMENT CONNECTION.9CITY STD. 9500L STREET LIGHT (ARTERIAL STREET) BY CITY OF VISALIA.10PROPOSED CITY STD. 9500L STREET LIGHT (ATRERIAL STREET) BY DEVELOPER.4PROPOSED CITY STD. C-29 DRIVE APPROACH (SIM.)SHIRK STREET PAVING BY DEVELOPER. 100% REIMBURSEMENT BY CITY OFVISALIA, EXCEPT FOR 6' OF PAVING ALONG 'YS' PROJECT FRONTAGE.12PROPOSED CITY STD. 7' WIDE SIDEWALK ALONG RIGGIN AVE. & SHIRK STREETFRONTAGES BY DEVELOPER.PROPOSED 9' WIDE PARKING STALLS PER CITY STDS (TYP.).13FIRE TRUCK TURNING RADIUS (20' INSIDE, 43' OUTSIDE).11PROPOSED CITY STD. 5' WIDE SIDEWALK ALONG CLANCY STREET FRONTAGE BYDEVELOPER. 15RELOCATE EXISTING POWER POLE IN ACCORDANCE WITH UTIITYCOMPANY REQUIREMENTS.16IF REQUIRED, RELOCATE EXISTING POWER POLE IN ACCORDANCE WITHUTIITY COMPANY REQUIREMENTS. UNDERGROUNDING/ABANDONMENTOF EXISTING OVERHEAD LINES EAST BY OTHERS.17CONFORM CURB/GUTTER TO MATCH EXISTING CURB/GUTTER TO SOUTH.18EXISTING POWER POLE TO BE RELOCATED BY THE CITY OF VISALIA.19PROPOSED CITY STD. C-4 BARRIER CURB AND GUTTER BY TO BE CONSTRUCTEDBY DEVELOPOR & REIMBURSED 100% BY CITY OF VISALIA.SHIRK STREET PAVING BY DEVELOPER. 100% REIMBURSEMENT BY CITY OFVISALIA, EXCEPT FOR 6' OF PAVING ALONG 'YS' PROJECT FRONTAGE.20CITY STD. C-4 BARRIER CURB AND GUTTER TO BE DESIGNED & CONSTRUCTEDBY DEVELOPER ALONG THE SAN MARINO, PHASE 4 FRONTAGE. 100%REIMBURSEMENT BY THE CITY OF VISALIA.21 EXISTING SHIRK STREET A.C. PAVING TO REMAIN. SEE NOTE #3 THISSHEET.LANELINE STRIPING ('CALTRANS' STD. PLAN NO. 20A, DETAIL 8). 100%REIMBURSEMENT BY THE CITY OF VISALIA.2212" WIDE CROSSWALK MARKINGS - ('CALTRANS' STD. PLAN NO. 24F, BASIC).100% REIMBURSEMENT BY THE CITY OF VISALIA.23 (SHEETS SP-1a & SP-2a ONLY)
EXISTING MEDIAN STREET LIGHT TO REMAIN.24PROPOSED CITY STD. SL-3 ARTERIAL STREET LIGHT (16,000 L) BY DEVELOPER.2526PROPOSED CITY STD. SL-4 MEDIAN STREET LIGHT (16,000L). 100%REIMBURSEMENT BY CITY OF VISALIA. (SHEETS SP-1a & SP-2a ONLY)EXISTING STREET LIGHT TO REMAIN.27BIKE LANE LINE ('CALTRANS' STD. PLAN NO. A20D, DETAIL 39). 100%REIMBURSEMENT BY THE CITY OF VISALIA.28RIGHT EDGELINE ('CALTRANS' STD. PLAN NO. A20B, DETAIL 27B). 100%REIMBURSEMENT BY THE CITY OF VISALIA.29RIGHT EDGELINE EXTENSION THROUGH INTERSECTION ('CALTRANS' STD. PLANNO. A20B, DETAIL 27C). 100% REIMBURSEMENT BY THE CITY OF VISALIA.30INTERSECTION BIKE LANE LINE ('CALTRANS' STD. PLAN NO. A20D, DETAIL 39A).100% REIMBURSEMENT BY THE CITY OF VISALIA.31CHANNELIZING LINE ('CALTRANS' STD. PLAN NO. A20D, DETAIL 38). 100%REIMBURSEMENT BY THE CITY OF VISALIA.32CHANNELIZING LINE IN CHEVRON PATTERN ('CALTRANS' STD. PLAN NO. A20D,DETAIL 38A). 100% REIMBURSEMENT BY THE CITY OF VISALIA.3334EXISTING MEDIAN CURB TO REMAIN.35CITY STD. C-8 MEDIAN CURB TO BE CONSTRUCTED BY DEVELOPER. ALL MEDIANIMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VISALIA 2013 DESIGN &IMPROVEMENT STANDARDS. 100% REIMBURSEMENT BY THE CITY OF VISALIA.EXISTING CURB & GUTTER TO REMAIN.3614REMOVE SERVICE POLE, WELL & ASSOCIATED PIPING STANDPIPES &STRUCTURES.LEFT TURN POCKET PER CITY STD. P-8 (2013 STANDARDS).37CITY STD. P-9 MEDIAN ISLAND OPENING (2013 STANDARDS).38

FERGUSONSUNNYVIEWAVENUEAVENUE
65'55'
55'55'10'18'34'12'36'9'9'43'45'

RIGGIN AVENUE
ORIOLE AVENUESAN MARINO,PHASE 4 TSMPHEASANTRIDGE, UNIT 7,PHASE 11 141515151611719 21 25252626262624 272727 273435 35 183636 3737383636 20TYP.,SHOWN THUS:26 TYP.18

STOPSTOPSTOPSTOPSTOPSTOPAHEADAHEADFERGUSONSUNNYVIEWAVENUEAVENUE 34'22222222
36'
±36'10'CTR.-CTR.23 2328 2828 2829

RIGGIN AVENUE
36'
ORIOLE AVENUE323232301.5' 301.5'10'CTR.-CTR.141.77'
12'12'12'12'6'6'6'
12'12'12'12'6'6'8'4'
±14'28 2928 2928292829 292929303030303031 313131313232 3233TYP. 100100200501 INCH = 100 FT.0GRAPHIC SCALE
OFProject No:

ProjectPrepared For
Sheet TitleDrawn by:Reviewed by:

DescriptionRelease Date
No.RevisionDate
Sheet Number
10/20/2022 1:31:52 PMJ:\Jobs\2022\22140\Dwg\Concept\22140 Concept Site A (R1).dwgOriginal drawing is 24 x 36. Do not scale contents of this drawing.

All reproduction & intellectual property rights reserved © 2022Professional SealLANE ENGINEERS, INC.CIVIL STRUCTURAL SURVEYING979 North Blackstone StreetTulare, California 93274559.688.5263www.laneengineers.com YS INDUSTRIAL PARK,PHASE IIIYS CLANCY RIGGINGSLLCSWC RIGGIN AVE. & SHIRK ST.VISALIA, CA LJSLJSCONCEPTUAL SITEPLAN 'A'SP-2a-22140
RELEASED FOR CLIENT REVIEW6/01/2022RELEASED UPDATED DRAWINGS FOR CLIENT REVIEW10/20/2022SPR RESUBMITTAL10/20/2022

NORTHNORTH
mNnREeATLSSTIGERLIVICILFACNO. 33561FOTEawrDEJ.SieIOSFEScRPONoREEINAGneROtNItiLAE SHIRK STREET NOTES1.THIS DRAWING IS INTENDED TO SHOW MAJOR SHIRK AVENUEIMPROVEMENTS TO BE CONSTRUCTED BETWEEN FERGUSON/SUNNYVIEWAVENUES AND RIGGIN AVENUE TOGETHER WITH RESPECTIVERESPONSIBILITIES. IT IS NOT INTENDED TO DEPICT ALL PROPOSEDIMPROVEMENTS (I.E., STORM DRAINAGE, TRAFFIC SIGNAGE, ETC.).2.STORM DRAINAGE SHALL BE DIRECTED TO CITY OF VISALIA INSTALLEDMAIN PIPELINES IN SHIRK AVENUE.3.AT AREAS OF EXISITING PAVEMENT TO REMAIN, ALL EXISTING STRIPINGSHALL BE REMOVED BY LIGHTLY GRINDING. THIS WORK IS 100%REIMBURSABLE BY THE CITY OF VISALIA.4.ALL PAVEMENT MARKINGS SHALL CONFORM TO 'CALTRANS' STANDARDPLANS, LATEST EDITION. ALL PAVEMENT MARKINGS ARE SUBJECT TO100% REIMBURSEMENT BY THE CITY OF VISALIA.

SHIRK AVENUE - PROPOSED IMPROVEMENTSSCALE: 1" = 100'
SHIRK STREET - PROPOSED PAVEMENT DELINEATIONSCALE: 1" = 100' (THIS SHEET ONLY)

← All documents from this meeting