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SITE PLAN Comm Application # LEGEND: Received By On j t--�- a CAMPORA REQUEST SYMBOL DESCRIPTION 5 AN EMERGENCY ACCESS GATE OPENING EXISTING EDGE OF PAVEMENT PROPOSED IMPROVEMENTS PER EXISTING PROPERTY LINE S I E G F R I E D a. CALTRANS PLANS (UNKNOWN EXCEPT. , - -- PROPOSED PROPERTY LINE PER CALTRANS DESIGN WHAT IS DRAWN) EXISTING UNKNOWN UNDERGROUND LINE 3244 Brookside Road N PROPOSED DRIVEWAY Suite 100 AS PROPOSED BY PROPOSED Stockton,California 95219 PROPERTY LINE — — E— EXISTING UNDERGROUND ELECTRICAL LINE 209-943-2021 CAMPORA PROPANEAREA TO BE ACQUIRED BY AND FENCE, ,PER` CALTRANS PER CALTRANS Fax: 209-942-0214 •-`� �� -�------�----��uiv EXISTING UNDERGROUND TELEPHONE LINE PROPOSED TURNAROUND PER CALTRANS PLANS PLANS www.siegfriedeng.com CALTRANS PLANS AND IS SHOWN (TYPICAL) HEREIN (SAN JOAQUIN (TYPICAL) - IRR - IRR ERS - EXISTING UNDERGROUND IRRIGATION LINE STANDARD IS 50' MINIMUM AND EXISTING w wEXISTING DOMESTIC WATER LINE 0 CIVIL, CALTRANS STAA TRUCK STANDARD ® PROPERTY ENGINEERING MINIMUM TURNING RADIUS IS R40, - LINE r EXISTING STREET - SD - SD -- EXISTING UNDERGROUND STORM DRAIN LINE (SIZE UNKNOWN) , 49.13'} (TYPICAL) CONDITIONS « STRUCTURAL CAMPORA PROPANE PROPOSES A SS SS - - EXISTING UNDERGROUND SANITARY SEWER LINE (SIZE UNKNOWN) ENGINEERING 60' RADIUS TO MEET NECESSARY E TRUCK TURNING MOVEMENTS. � w W PROPOSED DOMESTIC WATER LINE LAND SCALE: � 4D= PROPOSED DRIVEWAY } E 1 MARK�E# SURVEYING 177 -.NCH ��` PER CALTRANS PLANS SEPTIC EXISTING — E— E— E— E— E PROPOSED ELECTRICAL LINE LANDSCAPE (WILL ENCROACH TAN �f IMPROVEMENTS TO BE ' .. ARCHITECTURE ABANDONED, :REMOVED 0 40' 80' 120' UPON EXISTING r- / `� AND RELOC --CAS—GAS—SAS— PROPOSED GAS LINE LANDSCAPING AREA) _ i REVISIONS PROPOSED REMODEL I EX]STING �I/ - - EXISTING CHAIN LINK FENCE FOR SERVICE m J SERVICE No. Date Description BUILDING e. WIN � � BUILDING PROPOSED FENCE (TO BE DETERMINED) t / 29.05FF N OPO PROPOSED/EXISTING DRIVEWAY AS ti d PROPOSED BY c 29.14FF EXISTING FINISHED FLOOR ELEVATION CAMPORA PROPANE EXISTING TREE XISTIN `/ © PROPOSED DRIVEWAY OFFICE PER CALTRANS PLANS ��' BUILDING EXISTING BOLLARD (� � � (ALIGNMENT IS NOT 9.14FF � �f �7I� EXISTING CALTRANS STAKED HUB • CORRECT) / � _= PAVED SURFACEj�' > PROPOSED STORM DRAINAGE PATTERN (ALL ABOVE GROUND) e� �.� �, � 2.65 1❑ PROPOSED � � i ��F �� / � �-r� PROPANE REFILL �, �/ / --- W W STATION �!� *` , � a EXISTING ITEMS TO BE DEMO (TYPICAL) EXISTING * PROPOSED INGRESS AND DEGRESS AT EXISTING DRIVEWAYS ' MAINTENANCE PROPOSED GAS, AND TRAFFIC MOVEMENT PATTERN BUILDING ELECTRIC, WATER 29.36FF LINES _.. PROPOSE REMODEL EXISTING CALTRANS EXISTING PARKING SPACES STORMWATER PROJECT PROPOSED (PORTION) FOR SERVIC ; PROPERTY LINE BUILDING (TO BE DRAINAGE DITCH PER CALTRANS DETERMINED) "d" (FUTURE STATUS DESIGN U -J -- UNKNOWN) PROPOSED DRIVEWAY AS PROPOSED BY CAMPORA PROPANE P I CAL) m . _ CAM PO RA AREA TO BE � ' � F- — PROPOSED DRIVEWAY AS SHOWN ON CALTRANS DRAWING DEDICATED TO ,. --� �- PROPANE COMPORA PER CALTRANS PLANS PROPOSED/EXISTING EXISTING \ PROPOSED DRIVEWAY AS > A PROPERTY PAVED PROPOSED BYSTORAGE/WORK I M P ROVE M ENTS NOTES: SITE EXISTING LINE \ SURFACE CAMPORA PROPANE YARD - IMPROVEMENT (TYPICAL) (FOR CUSTOMERS ACCESS) GRAVEL/DIRT SURFACE 1. ALL PROPOSED ON-SITE AND OFF-SITE IMPROVEMENTS ARE THE RESULT OF CALTRANS RE-DESIGN OF THE HIGHWAY 99, THE PLAN PROPOSED PROPOSED DRIVEWAY ON-RAMPS AND FRONTAGE ROAD. SECURITY \ PER CALTRANS PLANS :c FENCE BY (ALIGNMENT IS NOT _ 2. FUTURE PARKING STALLS (CUSTOMER AND EMPLOYEE): CAMPORA EXISTING (TYPICAL) CORRECT)) BOLLARDS \ HANDICAP ACCESSIBLE STALL = 0 TO BE PROPOSED DRIVEWAY • STANDARD PARKING STALLS = 22 REMOVED AS PROPOSED BY TOTAL STALLS = 22 (TYPICAL) CAMPORA PROPANE 2525 S. MARIPOSA RD. FOR COMPANY'S • TOTAL STALLS LOST = 1 HANDICAP AND 6 STANDARD STOCKTON, CA PROPANE SERVICES PROPOSED OFF-SITE TRUCKS 3. PROPOSED AREA OF CALTRANS ACQUISITION 0.11± ACRES. IMPROVEMENTS (SIDEWALK, CURB, GUTTERS AND STRIPING) PER PROPOSED/EXISTING 4. PROPOSED AREA OF DEDICATION TO THE OWNER: 0.04± ACRES. (IT IS UNKNOWN WHO CURRENTLY OWNS AND MAINTAINS THE CALTRANS PLANS \ DRIVEWAY AS PROPOSED BY FRONTAGE ROAD AND WHO WILL DEDICATE THIS LAND TO CAMPORA. oQROFESS/1 CQR CAMPORA PROPANE (FOR CUSTOMERS 5. THE PROPOSED TURNAROUND DOES NOT MEET SAN JOAQUIN STANDARD OF A 50 MINIMUM RADIUS, CALTRANS STAR TRUCK STANDARD MINIMUM TURNING RADIUS OF 49.13' AND A RV TOWING A BOAT MINIMUM TURNING RADIUS OF 50'. CALTRANS -_j EXISTING STREET ACCESS) 'PROPOSED DESIGN IS A 40TURNING RADIUS. CC T 47 No.` EDGE OF PAVEMENT, 7k Ex . 0„9/30/11 �r CENTERLINE STRIPING AND DIRECTION ' . \ EXISTING SITE ACCESS r 6. THE CAMPORA REFILL TRUCKS AND RETAIL CUSTOMERS WILL NEED TO ACCESS AND EXIT THROUGH THE NEW HIGHWAY 99 ARROWS GATE FOR COMPANY'S FRONTAGE ROAD. THE PROPOSED CALTRANS DESIGN AS SHOWN DOES NOT PROVIDE LEFT TURN OR RIGHT TURN LANCES WHICH £OF CA��F t PROPANE SERVICESf -- MA CREATE STACKING OF THE THROUGH TRAFFIC ALONG THE NEW FRONTAGE ROAD. A TRAFFIC STUDY SHOULD BE PERFORMED PROPOSED DRIVEWAY \ TRUCKS ` " " . TO DETERMINE IF TURN LANES ARE REQUIRED. DATE SIGNED: 07/18/11 rz PER CALTRANS PLANS (DOES NOT ALIGN WITH 7. THE PROPOSED ACCESS DRIVEWAYS INTO THE CAMPORA SITE ARE AS SHOWN IN CALTRANS PLANS AND DO NOT ALIGN WITH EXISTING TRUCK EXISTING ACCESS DRIVEWAYS AND WILL ENCROACH ACROSS EXISTING LANDSCAPING AREA OR IMPROVEMENTS WHICH SHOULD SHEET TITLE iL ACCESS MOVEMENTS \ - j REMAIN IN PLACE. AND DRIVEWAY) ; S. THE MINIMUM FIRE ROAD ACCESS = 20' PER SAN JOAQUIN COUNTY FIRE CHIEFS ASSOCIATION AND STANDARDS. THE EXISTING PROPOSED DRIVEWAY \ RETAIL CUSTOMERS ACCESS DRIVEWAY IS AT THE NORTHERN CORNER OF MARIPOSA ROAD AND THE FRONTAGE ROAD (SEE PER CALTRANS PLANS ~`. SHEET C11). THE PROPSED CALTRANS PLAN SHALL REDUCE THE ACCESS ROAD TO 12', WHICH WILL REQUIRED CAMPORA TO PROPOSED (ALIGNMENT IS NOT \ RELOCATE THE SITE ACCESS. SEE THIS SHEET FOR NEW PROPOSED SITE ACCESS AND EXIST. IMPROVEMENTS E CORRECT) 9. THE CURRENT LOCATION OF THE PROPANE REFILL STATION IS WITHIN CALTRANS PROPOSED ACQUISITION AREA. THE PROPANE E REFILL STATION MUST BE RELOCATED. SEE THIS SHEET FOR THE NEW PROPOSED LOCATION. 10. ALL STORMWATER DRAINAGE CURRENTLY SURFACE FLOWS OFF-SITE INTO EXISTING DRAINAGE DITCHES (SEE SHEET C1). CA-X00-22�-2soo Proj Mgr LAC Z ©4 BENCH MARK DURING HIGH RAIN WATER EVENTS CAMPORA PROPANE SITE RECEIVES WATER RUN-OFF FROM THE FRONTAGE ROAD. IT IS NOT QJ CLEAR FROM CALTRANS PLANS WHAT IS THE INTENT OF EXISTING DRAINAGE DITCHES, IF THEY ARE TO REMAIN OR REMOVED. Drawn by SJB GL Q © C.O.S. BENCHMARK NO. 177 IF CAMPORA IS REQUIRED TO DETAIN, RETAIN OR METER THE STORMWATER FLOWS A STORMWATER DRAINAGE STUDY, ADDITIONAL n TOPOGRAPHIC SURVEY AND GEOTECHNICAL REPORT FOR SOIL CONDITIONS MUST BE PERFORMED. CURRENTLY NONE OF THE JUNE 213 2011 7 E "" BRASS DISK MARKING COS MONUMENT STAMPED 5S-14 IN MONUMENT BOX ( Date a ON THE NORTH SIDE OF MARIPOSA ROAD APPROXIMATELY 300 Ff EAST OF STORMWATER IS TREATED. A STORMWATER DRAINAGE PLAN WILL BE DESIGNED AND PROVIDED IN ACCORDANCE WITH THE ZO [f/fJJ THE FRONTAGE ROAD ENTRANCE. REQUIREMENTS RESPONDING TO THE PRE-APPLICATION DRAWING. Job No. 11111 P 4�� ooQ Q � o ELEVATION = 28.81 NAVD88a SHEET: NV:800-227-260o C2 a. OF: 2 4 w a