|
GENERAL NOTES , SITEPLAN 1. ALL ASPHALT IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT �J
<br /> ACCORDANCE WITH THE SAN JOAQUIN COUNTY STANDARD �` Application #
<br /> SPECIRCATIONS AND PIANS,LATEST EDITION,AND ALLAMENDMENTS
<br /> THERE TO-DATE. / -
<br /> 2. TOPOGRAPHICAL INFORMATION SHOWN REFLECTS A TOPOGRAPHY Received By �n _
<br /> SURVEY PERFORMED BY SIEGFRIED ENGINEERING,ELEVATIONS ARE
<br /> REFERRED TO NAVD BB(2008 REVISION,CITY OF STOCKTON) /J f • (�(C
<br /> 3, PRIOR TO AND DURING CONSTRUCTION.THE CONTRACTOR SHALL BE j ' J/ F IE FRIED
<br /> RESPONSIBLE FOR BEING FAMILIAR WITH THE CURRENT SAN JOAQUIN / EXISTING
<br /> COUNTY STANDARDS AND ALL UPDATES AND REVISIONS MADE TO ANY OF +r`. 1 FENCE
<br /> THE SAN JOAQUIN COUNTY STANDARD DETAILS SHOWN ON THESE PLANS. 3420 Brookside Road
<br /> THE CONTRACTOR IS ALSO RESPONSIBLE FOR BEING FAMILIAR WITH THE f Stocklon,Celilornla 95219
<br /> WRITTEN SPECIFICATIONS ANDIOR OTHER STANDARD DETAILS NOT SHOWN f. 209-943-2021
<br /> BUTWHICH ARE INCLUDED IN THE'SAN JOAQUIN COUNTY STANDARD fJ• V x Fax:209-942-0214
<br /> SPECIFICATIONS AND PLANS'. , w -stegfriedeng.com
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM /
<br /> DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN.SUCH f ��-UNIMPROVED AREA ,LL
<br /> IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE /// ■ CIVIL
<br /> REPLACEDAT HIS EXPENSE. ■ STRUCTURAL
<br /> /
<br /> 5. THE COEX PAVING 27ASPHALT PAVING
<br /> LIMITS OF EXISTING
<br /> NTRACTOR SHALL DEMOLISH,EXCAVATE,REMOVE AND DISPOSE OF / I .07 EX PAVING 26.87 ■ LANDSCAPE
<br /> EXISTING ASPHALT CONCREFE PAVING,AND DELETERIOUS MATERIAL AS ______________________________ -_
<br /> REQUIREDTOCONSTRUCTTHE CONTRACT WORK ALL SUCH EXCESS I --------- ARCHITECTURE
<br /> -__
<br /> MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE ! I ■ SURVEYING
<br /> CONTRACTOR. .� 1 --. ... - ... 27.0
<br /> 6. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY //\ \ RAISED PLATFORM WITH RAILINGS "-- ■ PLANNING
<br /> WORK DONE WITHIN THE CITY RIGHT-OF-WAY FROM THE SMI JOAQUIN ,� \ \\ I FOR ACCESS TO STORAGE TRAILER ■ ATHLETIC
<br /> COUNTY PUBLIC WORKS DEPARTMENT,AND NOTIFY THE COUNTY 48 / \ I NEW 60X24'OFFICE TRAILER ELEV 2.9.57 FACILITY DESIGN
<br /> HOU RS IN ADVANCE OF STARTINGANY WORKTO BE ACCEPTED FOR \ I\ I FINISH FLOOR ELEV 29.59 B'
<br /> OWNERSHIP AND MAINTENANCE BY SAN JOAQUIN COUNTY.
<br /> EX PAVING 27.38 EX PAVING 27.31 REVISIONS
<br /> 7. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST.THE RAISED PLATFORM WITH RAILINGS No. Date Descdption
<br /> OWNER AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR / I I FOR ACCESS TO OFFICE TRAILER NEW 8'X40'STORAGE TRAILER PLANNING
<br /> ACCURACY.PRIOR TO COMMENCING ANY WORK,THE CONTRACTOR SHALL // \ \ I ELEV 29.59 FINISH FLOOR ELEV 29.57 5/9/� SUBMITTAL
<br /> HAVE EACH-UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR / \\ \ EX PAVING 27b7 I EX PAVING 27.59 ' EX PAVING 27.51
<br /> MAINS AND SERVICE LINES.IT SHALL BE THE CONTRACTOR'S
<br /> RESPONSIBILITY TO PROTECTALL EXISTING UTILITIES, �' \\ \\ I EX PAVING 27.57
<br /> B. ATTENTION IS CALLED TO:SECTION 1540(A)(1)OF THE CONSTRUCTION
<br /> SAFETY ORDERS(TITLE 8 CALIFORNIAADMINISTRATION CODE SECTION STAIRS WITH HANDRAILS
<br /> 1540),ISSUED BY 7HEOCCUPATIONAL SAFETY AND HEALTH STANDARDS / \
<br /> BOARD PURSUANT TOTHE CALIFORNIA OCCUPATIONAL SAFETY AND EX PAVING 27.79
<br /> HEALTH ACTOF 1973,AS AMENDED,WHICH STATES:
<br /> EX PAVING I 2TRAMP WITH HANDRAILS I 41(8'GRINDANDOVERLAY
<br /> AN \ I 2784 _ _. _ FOR LEVEL ASPHALT PAD
<br /> DETERMINE
<br /> WHETHER
<br /> RUNEUNDERGROUND
<br /> EXCAVATION, INSTALLATION
<br /> SHALL IEMSEWER ' - DEPTH MINIMUM,2%MAX SLOPE.
<br /> DETERMINE WHETHER UNDERGROUND INSTALLATION I.E„SEWER, \ I "30
<br /> I 67(6'GRINDANDOVFJiIAY -"' ` 2._
<br /> WATER,FUEL,ELECTRIC LINES,ETC.,WILL BE ENCOUNTERED AND,IF 1\ 1 I - - FORLEVELASPHAL7PAD FEATNETtASPHALTTO MATCH EXISTING GRADES. -
<br /> SO,WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED.WHEN
<br /> THEEXCAVATIONAPPROACHES THEAPPROXIMATE LOCATION OF SUCH - EXISTING \ \ I T DEPTH MINIMUM,2%MAX SLOPE. _--'
<br /> AN INSTALLATION,THE EXACT LOCATION SHALL BE DETERMINED BY �[''-P=,.,NTED \ II I FEATHER ASPHALT TO MATCH EXISTING GRADES.
<br /> CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS UNCOVERED, TRANSFORMER
<br /> ADEQUATE PROTECTION SI4ALL BE PROVIDED FOR THE EXISTING
<br /> INSTALLATION.ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br /> THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT r
<br /> LEAST 48 HOURS PRIOR TO THE START OFACTUAL EXCAVATION' r •1�4j•• '�'
<br /> ' I EXISRNG I 25
<br /> 9. WHENEVEREXISTINGPAVEMENTISBROKENORCUTDURINGTHE `1 \ I PIPE BOLLARDS
<br /> INSTALLATION OF THE WORK COVERED BY THESE PLANS AND
<br /> SPECIFICATIONS,THE PAVEMENT SHALL BE REPLACED WITH PAVEMENT i ( •� FW)JECT
<br /> MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE
<br /> ORIGINAL PAVING.THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE •• i
<br /> APPROVAL OF THE COUNTY ENGINEER IF LOCATED WITHIN COUNTY �:' ILIMITS OF EXISTING I
<br /> RIGHT-OF-WAY. -• \ I ASPHALT PAVING
<br /> _ I
<br /> 10. THE CONTRACTORAGREES THAT HE SHALL ASSUME SOLE AND COMPLETE \ I I
<br /> RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br /> CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS
<br /> AND PROPERTY,THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY EXISTING '• )
<br /> AND NOT BE LIMITED TO NORMAL.WORKING HOURS,AND THAT THE GRAVEL ROAD
<br /> CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND THE
<br /> I
<br /> ENGINEER HARMLESS FROM ANYAND ALL LIABILITY,REAL ORALLEGED,IN I I I _ _. -- -- - ATLAS AIR
<br /> CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, TRAILERS
<br /> EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE I I ,•'I ..
<br /> OWNER OR THE ENGINEER. I I I
<br /> I
<br /> 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND ! I
<br /> LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE 1
<br /> PROJECT. --
<br /> 12, OUST CONTROL SHALL BE PERFORMED AT ALL TIMES,AT THE
<br /> CONTRACTORS'EXPENSE,TO MINIMIZE ANY DUST NUISANCE AND STNLL BE /400 FEET PAVED PATH
<br /> IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD _ "' I• I I J FROM TRAILERS TO
<br /> SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY, -' - _ I I I AIR CARGO TERMINAL
<br /> 13. THE CONTRACTOR SHALL FURNISH,INSTALL OPERATE AND MAINTAIN ALL I I I 2a5 4725 SOUTH BSTREEr
<br /> STOCKTON,CA 95206
<br /> MACHINERY,APPLIANCES AND EQUIPMENT TO MAINTAIN ALL EXCAVATIONS i (
<br /> FREE FROM WATER WRING CONSTRUCTION,AND SHALL DEWATER AND 1 J-_-_-_-J
<br /> DISPOSE OF THE WATER SO AS TO NOT CAUSE INJURY TO PUBLIC OR ____ ____ ------------
<br /> .e
<br /> PRIVATE PROPERTY,OR TO CAUSER NUISANCE OR MENACE TO THE
<br /> PUBUC.THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SEE SITE MAP ON SHEET C1.0 FOR THE LOCATION OF -
<br /> SO THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT EXIT TO SOUTH B STREET THE EXISTING STORAGE TRAILER TO REMAIN, ppBFESsfpNA
<br /> REDUCED TO THE EXTENTWHICH WOULD CAUSE DAMAGE OR ENDANGER
<br /> ADJACENT STRUCTURES OR PROPERTY.THE STATIC WATER LEVEL SHALL
<br /> BE DRAWN DOWN A MINIMUM OF I FOOT BELOW THE BOTTOM OF " n
<br /> EXCAVATION OF ANY FILL TO THE SPECIFIED DENSITY.DISPOSAL OF FXC081027
<br /> P 1213V= A
<br /> WATER SHALL NOT DAMAGE PROPERTY,CREATE A PUBLIC NUISANCE OR A
<br /> d VIOLATE THE LAW.THE CONTRACTOR SHALL HAVE ON HAND,PUMPING 'ire CNK
<br /> EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR if OF 1P4.YLOc`p
<br /> 59210EMERGENCIES AND SHALL HAVE WORKMEN AVAILABLE FOR ITS
<br /> OPERATIDN.THE DEWATERING SYSTEM SHALL OPERATE CONTINU W SLY
<br /> UNTIL BACKFILL HAS BEEN COMPLETED TO I FOOT ABOVE THE NORMAL
<br /> STATIC GROUNDWATER LEVEL
<br /> r6 SHEET TITLE
<br /> SITE IMPROVEMENT NOTES 7. THE PROJECT SITE IS LOCATED IN FEMA FLOOD ZONE AD,WITH A SHEET FLOOD LEVEL OF ONE FOOT
<br /> ABOVE EXISTING SURFACE GRADES.
<br /> a 1. SEE TITLE SHEET,SHEET CI.O,FOR VICINITY AND SITE MAPS.
<br /> B. PARKING WILL NOT BE PROVIDED IN THIS PROJECT.
<br /> Y3
<br /> 2, THERE ARE NO TRANSIT FACILITIES WITHIN 0.75 MILES OF THE PROPOSED TRAILERS. 9. LANDSCAPING WILL NOT BE PROVIDED IN THIS PROJECT. SITE PLAN
<br /> 3. ALL WORK IS CONTAINED WITHIN THE PROPERTY OF THE STOCKTON METROPOLITAN AIRPORT,AND 10. THE PROJECT WILL BE CONSTRUCTED IN A SINGLE PHASE.
<br /> �a WITHIN THE SECURED PERIMEFER FENCE.
<br /> 4. THE NEW OFFICE TRAILER WILL BE A 6)FEET LONG BY 24 FEET WIDE BOX,WILLIAMS SCOTSMAN OR 11, THETRAILERS,RAMPS,AND STARS WILL BE CONSTRUCTED ON THE EXISTING ASPHALT APRON.NO
<br /> APPROVEDEQUAL.THE NEW STORAGE TRAILER WILL BEA 40-FOOT LONG BY B-FOOT WIDE NEW IMPERVIOUS SURFACING WILL BE CONSTRUCTED FOR THIS PROJECT. EA
<br /> ARS OF REPLACEMENT
<br /> CONTAINER BOX,MOBILE MINI OR APPROVED EQUAL.BOTH STRUCTURES WILL BE PAINTEDALMOND IMPERVIOUS SURFACING WILL BE 1,868 SQUARE FEET.RUNOFF FROM REPLACEMENT IMPERVIOUS
<br /> WHITE.CUT SHEETS OF THE TRAILERS WILL BE PROVIDED IN THE PLANNING SUBMITTAL SURFACING,INCLUDING TRAILER ROOFS AND NEW ASPHALT LANDING PADS,WILL DRAIN TO Prot Mgr AH
<br /> UNIMPROVED AREAS TO THE NORTHEAST,SIMILAR TO THE EXISTING DRAINAGE CONDITION.
<br /> Drano by AH
<br /> 5. STAIRS AND RAMPS SHALL BE MODULAR ALUMINUM.SURFACE GROSS-SLOPES,LONGITUDINAL
<br /> SLOPES. AND LANDINGS SHALL B 12 EARTHWORK VOLUMES ARE EXPECTED TO BE MINIM,AND LIMITED TO EXCAVATIONS FOR
<br /> ` Q o E IN CONFORMANCE WITH CALIFORNIA BUILDING CODE E STRUCTURE FOUNDATIONS IFANY. Dale 05/09/2D22
<br /> REQUIREMENTS,CONTRACTOR TO CONFIRM LOCATION OF DOORS BEFORE FINALIZING RAMP AND
<br /> STAIR LAYOUTS. 13. UNDERGROUND PIPING FOR STORM DRAINAGE,SANITARY SEWER AND POTABLE WATER IS NOT A Jot;Nu, 21071
<br /> Know whatrsbelow. 6. BOTH STRUCTURES WILL BE RAISED SO THAT THE FINISH FLOOR IS SET AT LEAST ONEFOOTABOVE PART OF THIS PROJECT.WATER WILL BE PROVIDED BYWATERTRUCKS,TOBESTORE DINATANK SHEET:
<br /> Call before you dig. THE 100.YEARFLOOD LEVELASDEFINED BYFEMA FLOOD MAPS. SANITARY SEWAGE WILL BE STORED INATANKAND WILL BEREMIOVEDBYAVACUUM7RUCK 5' 20'
<br /> SCALE:1'=10 C2.0 OF:%X
<br />
|