|
1 141-
<br /> }1 25' -0' IRRIGATION
<br /> L I
<br /> [ NOTE: EASEMENT ZONING: M ;HEAVY INDUSTRIAL DISTRICTS)
<br /> I ' 6' -b,' EXISTING -
<br /> 1 . ALL DATA PERTAINING TO THE DEVELOPMENT OF THE i ___ CONSTRUCTION TYPE: : II::: (AUTOMATIC SPRINKLERS THROUGHOUT) -
<br /> +F EXISTING TRANSFORMER -_ DECORATIVE /
<br /> PROJECT". SITE PLAN WAS DERIVED FROM ADVANCED _ __ ______ _____ --�@q.16-�RQPEgTY LME-TQ-EX1�TINfl --BUlLDl1LCi- -.____ WITH BUMPER POST
<br /> EXISTING ROCK LANDSCAPING. / OCCUPANCY TYPE: D (STORAGE OF NON HIGHLY FLAMMABLE OR
<br /> DESIGN GkJUP' S PRIOR PROJECT 88-141 (PHASE VIII I _ } --
<br /> AND FIELD REVIEW. ISEPTIC SYSTEM. / COMBUSTIBLE MATERIAI.S. THE ALLOWABLE HAZARDOUS MATERIALS
<br /> • • -� • • -� • • �-� • • -� • • '••��7• • $• �� • • ••• �+4k --- • •-- // AMOUNTS NOTED IN TABLES NO. 9-A & 9-B OF THE 1991 UBC IS NOT
<br /> EXG
<br /> 2. REEF TO THE PROJECT'5 PRIOR APPROVED 51TE I o• l *FH " - ]o : •.. ;'; +:�•�.•7 TO BE EXCEEDED. OWNER 15 TO BE RESPONSIBLE IN MAINTAINING
<br /> ASSOCIATE{,, DRAINAGE
<br /> TNCBI DATED 3/8/89TEPOBNNON j I a. ..-'.- M ' LEX15TING ' .'•'.' "'+. '•:, ` ,' THIS OCCUPANCY. )
<br /> u7
<br /> GRADING �Ur
<br /> EXG MECHANICAL PAD - -- -- - ®� LANDSCAPING : `� '' .• ZLU
<br /> 027-87. 09) 578-38951 FOR THE PROJECT'S .SITE I Jk1 N • . EXISTING / ACTUAL AREA:
<br /> EXISTING r1N15H GRADES. FOR THE NEW BUILDING I I 1 / , 1 WATER STORAGE ` .. .
<br /> AREA 'A' 35 1HE PORTION OF THE EXISTING AND NEW BUILDING u
<br /> EXISTING HANDICAP / "' . THAT IS W[5T OF THE EXG TWO-HOUR FIRE-RATED AREA z a
<br /> ' i \ \ \ \ ���� \. \ \� \ 0 TANK
<br /> NOTED: PROVIDE A MINIMUM GRADE AWAY FROM THE 22.7o' +1- I I _ / i i / r \ ' \ \ \ \ \ \ \ \ `� ` \\ \ \ \ N \ RESTROOM FACILITIES. "/ • _
<br /> i / / / / i / % \ \ \
<br /> PERIMETER OF THE BUILDING OF ti SLOPE FOR A - t EXISTING COLD ROOM I ✓ SEPARATION MALL SYSTEM. F- �
<br /> • n EXISTING I (OFFICE 4) SPACE PHASE V i. . ' .' � a ❑ w O
<br /> ! MINIMUM 1('' RUN. ALL REMAINING ONSITE GRADING IS I , STORAGE AREA #2 EXISTING BIKE RACK. \ PHASE I :,985 SO.FT. (EXISTING PROCESSING #1 ) O U m
<br /> TO BE ARRANGED TO ASSURE PROPER DRAINAGE AWAY FROM I \ COLD ROOM STORAGE AREA #1 I PROCESSING I AREA r l :. i:' ;• eu, PHASE II 11 ,'89 50.FT. (EXG PRODUCE STORAGE #17 Q
<br /> THE PROPOSED STRUCTURE (FOR A WEATHER TIGHT I I! / PHASE V11 / NN I I AREA #1 SPH\\ IV � - 2S' -6'- - ',i c°qc\ o PHASE 111 11 ,805 SO FT. (EXG PROCESSING #2) 0 ~
<br /> BUILDING) TO THE EXISTING SITE DRAINAGE. NOTE THE ' PHASE I PHASE II I \ / S �\ + U) In
<br /> 'i I ', I � �. / Ft ►' :. . .. ••`. / :. : 4 F` PHASE IV t ��0 SQ.FT. (EXG OFFICE AREAL z � ^
<br /> FOLLOwINr,; / !� �� ¢\ VII I / r! 1 I PHASE I "•` 60.0' ;w i. 4FF'\ PHASE VII bss SQ.FT._(EXG PRODUCE STORAGE #2) u ❑ - Q
<br /> O) THE PRIOR APPROVED COMMERICIAL DRIVEWAY it I • f f� +r' I f� •r� J l� +r� • •' '�" .. io .•.;- ., - / r: tip 32.':14 SQ.FT. = TOTAL AREA w zUQI
<br /> APPROACH AT LINNE RD. WAS NOT INSTALLED. / / - L - \ M EXISTING o
<br /> I I - - - - - - - - - - - - Y MOBILE OFFICE v : / ' !.APP o w0�
<br /> CONTRACTOR IS TO INSTALL THE APPROACH UNDER I ,i 105' -0' I / \ \ I, ® r) / - AREA •B• w UJ CU
<br /> �` PHASE VII 1 .0.'.: ',tr.FT,_(EXG PRODUCE STORAGE #2) = U w
<br /> THF ' XISTlNG APPROVED GRADING & DRAINAGE ' I I /�-- --- - - --- cv PHASE VI _
<br /> PERM 1 T . NOTE THAT AN OFF51 TE ENCROACHMENT ; I / / / •N �. n \ \ \ \ \ _.., _ _ ' •.r Y• .•, (f� LE w Z
<br /> ' / / / / ,,i W. +\ ,\ \\ \ \ \ \ HANDICAP _.- • ❑
<br /> PERM17 15 REQUIRED TO BE OBTAINED BY THE , / .' \ •,o -\ \ PARKING T - /• '� EXISTING AREA 'C' o W o 0 0
<br /> CONTIu.CTOR FROM THE SAN .JOAOUIN COUNTY'S I I II / � - / EXISTING STALLS. _ I / �., PUMP HOUSE PHASE V1 : . . -•:G SQ.FT. (PROPOSED PRODUCE STORAGE #3) ` ❑ rn 2 4.
<br /> DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY I I CO \ PROCESSING AREA \ I - -_I •// 4b ,,• PHASE V O
<br /> OFFS!IE CONSTRUCTION IN LINNE ROAD. I ® TWO-HOUR FIRE-RATED-AREA SEPARATION WALL. w #2 - G \J, ALLOWABLE AREA: 3oVUi SO. FT. = 12000 x 3.0 PER AREA: �
<br /> 'I h d/ EXG CONCRETE I z
<br /> B) 11E PRIOR APPROVED 20' WIDE ACCESS DRIVE I I oIf \ I IXG E / / N.FkHAc PER SEC. 506(c) . SPRINKLERS) w
<br /> FROM INNE RD. TO THE PROJECT' S SITE WAS NOT I I I 1 V) PHASE III \ _ '^ CB / .• _
<br /> INSTALLED. CONTRACTOR 15 TO INSTALL THE I 0 I /
<br /> DRIVE UNDER THE EXISTING APPROVED GRADING & I EXG (2) BAY U) I EXISTING (5) PPQ .F -0'• ,4 >7P / o
<br /> DRAP,AGE PERMIT. 1 '1 PROPOSED COLD ROOM BAY TRUCK - - - - � o . , .• _
<br /> TRUCK DOCK. DOCK. �%ISTIDiQ� / B U I L D I N �. A N A L Y S I S
<br /> c) HE 2'AC / 4' AB THAT WAS NOT INSTALLED STORAGE AREA #3 \ \ \ ��?r,.,��� I I EXISTING
<br /> UNDFR THE PRIOR APPROVED GRADING / DRAINAGE I I I , ----- \, \ \ \ NN, \ �T_'� '"'`� �/ , PROPANE
<br /> II PLAN IS TO BE MODIFIED TO A CHIP SEAL OVER 6' I ,I PHASE VIII 0_ �� � . ?• J +� / ;�' TANK. PARKING REOUIREMF:J1 PFI+ ',i'i'�ICATION No. SA•-92•-69, (1I PARKING
<br /> AGG BASE AS NOTED. MAIrdTAIN THE PRIOR . I jA 4 ( n 0- / +�(L- _
<br /> APPrt :ED DRAINAGE ELEVAFIONS. I W n a ¢� II . I /
<br /> f 3 o w - - / • CHIP SEAL OVER SPACE PER 2000 SQ.F ' 0! -HE TOTAL AREA OF ALL THE BUILDINGS PLUS 3
<br /> d) HE ADDITIONAL CHIP SEAL OVER 6' AGG. ¢ ;a 1' a rl _ • - r
<br /> P �� �� �, w I I •• � '• I I I I J _- `` 6' AGG. BASE ( I ) PARKING SPACE PFR E 4'_'1 T'..'0 FMPLOYEE5.
<br /> BASF '4urED 15 TO BE INSTALLED IN COMPLIANCE •-L Iw o: - _- _T REFER TO NOTE 42d. a
<br /> TU hTAINING THE PRIOR APPROVED DRAINAGE J' �� "'I 'I'� �� ----- EXISTING .1 I / a `yG�tER�cbj/L a
<br /> ELF. IONS NOTED ON THE PRIOR APPROVED ' ( MACHINERY -(} / 1• EXISTING BUIL'J::+l. - 44,965 SQ.FT.
<br /> • [] -- --- _ __-- _ T ; PROPOSED BUILD•ud, 1,.640 SQ.FT. Q 00 p
<br /> GRA., i>IJ DRAINAGE PLAN. - _ ... I. I� NOTE: TOP OF FINISH ` •\ I' "' / FUTURE BUILDING- o d
<br /> 11J J --- - �._y / 22.000 SO.FT•_ i M
<br /> II 3 PRI )tTJ BUILDING OCCUPANCr , ALL OF THE I -- ------J 10 �• " TOTAL NUMBER ,�, 89.605 SQ.FT. C-1 N
<br /> 10'! FLOOR 138.75' EL. / TOTAL BUILDING ARt >
<br /> CONSTRUC1 + Ld REQUIREMENTS NOTED WITHIN TH15 SET OF /
<br /> DRAWINGS IS TO BE COMPLETED IN ADDITION TO ITEM J -_-- �. �� /!/ ••` - "a,', JT '-S ON SITE = 50 EMPLOYEES (MAX) . ; - ul
<br /> v
<br /> #2a & 26 . , F ABOVE. i • . �- - _ �• / \ PARKING REO. 1= J r. I .l!'TSS 89605 / 2000 = 45 SPACES o h
<br /> 11J - !.r-EDGE OF EXISTING / 5 = w 1P D
<br /> ! � 140 00' EXISTING / . PARKING REO. FJit [ Ir ":,YFF 50/2 = __25_SPACES__
<br /> 4. HAN AP SIGNAGE `;HAL:. BE PROVIDFU AT ALL • PAVEMENT • *S w
<br /> ( ENTRANCE -. j THE PARKING LOT. AT ALL HANDICAPPED , I W CO - --.01 PAVEMENT // 'J'A. PARKING REQUIRED = 70 SPACES u
<br /> PARKING T. l15. AT ALL PRIMARY PNTRANCES TO THE '-� C0�._. - / "
<br /> BUILDING v AT HANDICAP RE5TROOMS. REFER TO �'I ` � I ! / "� •• TOTAL P RVIN6 +J', '_r0;
<br /> L-- ( - - J 9' NIDE X 20.----- ----7-� !�. �j TGTn t - '_FS = 6� SPACES m
<br /> THE SITE HANDICAP PARKIN (5-TRIPING i 1-- L-'-- / ` J 0
<br /> DETAIL 1 fu r, ° I -. 'e T Ar
<br /> & P05TIN ( GRADING RFQUIREMENIS., `• 6' DIAM 5D. REFER - -- '� //
<br /> S. PROW TEL LANDIN' AT ALL MnND00H ENTRANCES ° TO FOUNDATION PLAN. LONG CAR STALL �F0 / C / EXISTING rl "- %JES _9_SPACES__ o
<br /> oI TYPICAL OF f701 Fri �• 800 GALLON ABOVE %TIDED = 79 SPACES w
<br /> FOR HAN ;,00155 WIT _OPE AWAY FROM LAND;NG I TOTAL. / / /.•
<br /> AT A MAX. SLOPE TO t kF ALIO THE !' JTED FINISH Jy�/ GROUND DIESEL , a
<br /> GRADES. r .R TO DF :. 4 FSP THE DOOR ',ND "; I Y / / / STORAGE TANKS. - z
<br /> '� PAR �� I �� - -� NALYS I S
<br /> LANDING �P REQUIRFu '+TS. II
<br /> o. 701 ? 15 TJ r : Al- E} i_;i ;r,(.
<br /> MATER s MfR LINES Pr' ' TRU 1Jr;. r� � ' �F^�G 9� � z
<br /> a: CHIP SEAL OVER - -7 / / BI GOVERNING BUILDING CODE - TITLE 24, 1991 UNIFORM BUILDING O
<br /> AMOiJN �,. 0 - - CHIP SEAL OVER -� /� 2
<br /> In 6' AGC. BASE - w
<br /> f "MAIhG '.MOUNT 'JI i �: h. °I REFER TO NOTE #2d. = o• AGG. BASE /� - A. CODE, UNC d UPC AND 1991 NEC. Bk BRICHETTO TNACT OF THE //CARBONA IRRIG. FARMS h z Q
<br /> < m REFER TO NOTE #2a. Cl APPLIED DESIGN LOADS: 7 O J
<br /> h o \ /// _ � ✓ LIVE LOAD = 20.0 ESE (1991 UBC TABLE 23-0 4 3 2� SUB D. OF SEG��3 /�3S. R,5E• l
<br /> ✓ r r U
<br /> - •; I /� � ± COLLATERAL ROOF LOAD o 3.0 ESE (SPRINKLER 6 NI 5C.1 I ,;• - � '
<br /> / _ _
<br /> EXISTING / �M _ UN+o^i�-`�^ r7 ;.,••••.,•i a Z
<br /> -�- �•' ...4, LINNEt ROAD w
<br /> WINO LOAD = 14.4 PSF. BASIC DESIGN PRESSURE
<br /> n; / I• 175.0 NPH.• E.(POSURc U ` �� - -' z
<br /> ._� PROCESSING // - • - Q 0 Q
<br /> TREATNF..N'. of / ,0•• P3V�� �? - 1' ...•10 'lLs ��tv 1 KiuA. 7 ' O O U
<br /> 51S'EM. �' /•�V Lp� ,p SE SN:C: _OhE 1:: ; �� 4 N + �• u
<br /> - BLAMER Wi - i / . . !• Acrri / •fn. Na... a Q � Ln
<br /> BUMPER EY.G ,' `(' r.s ^' OF DHA.:ncs :s -Jd int Jc :. Af.v ions Ru T �•. Jv 1MET �• �"•
<br /> THE PROJEI `. PHASE Vlll (NEW COLD ROum STORAGE ADDIT101;) . �./ % ��; ,, •.�•� ';� F--
<br /> SEPA�ATE BUILDING PLRMITS HAVE BLEN HEWJIHLD FOR EACH UI THE 56A ac
<br /> +.• • S 1Af11 ^�
<br /> 0.�, .. ..••.••I•M "•'!MISTING PHASE5. - NOTE TME FOLLOWING-REFERENCE OF TRE ADG.'-5 FLEES MR ,r� /` lLJ (Y
<br /> / ..� o TO THE CORRESPOfDLNG PROJEHASE PHASE. _i.JCE55ING AREA I#: Z au•• ` 4 O .::I - 1 z O Q
<br /> _ _"'S F:LE-_ ROJECT'S PHASE___ DCSCRIPTION__.. 3 A s-ev:.c r �• L7 0 _�
<br /> CB ry 8 .W G
<br /> • L-1_:.I -1� = - �. j G� e7 c': W T \ A •"� i ia. o a I
<br /> �7j�, SE 11 rcJ,h.CE COLD STORAGE al • < 4 01 C7
<br /> \ ,(A/" 87-088 PHASE III 'rc 3: - c J •-.r� / ...1.,. M I .le'r o ^ 0 N O �.
<br /> 1 ( / ' ' 05� / \ • _-.-_ _ _-.:_ __ -__-_ _ ---_.-. _ 87-096 PHASE IV JFF:CE AREA o �0�R 4 N.v Aa N w
<br /> ESSING AREA I#2 oz F- CL Cr_ m
<br /> •\ I , O .t0. t /✓ ` �• _ _ - - 88-023 PHASE V PUMP HOUSE L TANX o \y �'� Arr p w Ln
<br /> Ex / r - 88-092 PHASE VI MOBIL OFFICE • n ��,+ �' N # w
<br /> SITE APPROVAL NOTES: . ( 88-141 PHASE VII PRODUCE COLD STORAGE 92 r / li` W z F-
<br /> EXISTING iF�l / 1 92-120 PHASE Vill NEW PRODUCE COLD STORAGE #3
<br /> Ip I 0
<br /> ca OUTDOOR ! 1 . IF / WHEN THIS FACILITY IS OPERATED AT NIGHT E) THE FOLLovING is THE LISTING of THE PROJECT'S SPEC UL / e z O z z
<br /> } / TIME. ALL OFF-STREET PARKING AREAS SHALL BE H
<br /> Z - ` STORAGE p• INSPECTIONS. 5 z O
<br /> • ( � 0. AREA %�, Ff PROVIDED WITH EXTERIOR LIGHTING WHICH MEETS THE ITEM REMARKS
<br /> i 4 a' w -f O
<br /> • W II / �C FOLLOWING MINIMUM STANDARDS. it WELDING REFER TO SPEC 131220. 'I �I iL J U
<br /> G9 / (9 Ol THE EQUIVALENT OF ONE ll) FOOT CANDLE OF HIGH-STRENGTH BOLTING - REFER TO SPEC 131220. 14.40AC. w
<br /> M / / �f ILLUMINATION SHALL BE PROVIDED THROUGHOUT THE Ns.Ac McrV) O
<br /> PARK:NG AREA: F1 REFER TO THE PROJECT'S 537E PLAN FOR ALL PROPERTY LINES. -2-5-3 - 21 J
<br /> ' . � ----- a �;� l2) TRUCK PARKING LAYOUT, EASEMENTS AND BUILDINGS. BOTH EXISTING AND I i 0
<br /> M - `� PARKING b) ALL LIGHTING SHALL BE ON A TIME CLOCK OR $ IC 13 L
<br /> EXG 6' HIGH WIRE - -) - + o PHOTO-SENSOR SYSTEM: BUILDINGS.
<br /> FOR THE DEVELOPMENT OF THIS PROJECT. ALL DISTANCES AND
<br /> FENCE 'w1 TH RED I } �� .�- i STATIONS. MEASUREMENTS ARE GIVEN AND WILL BE MADE IN HORIZONTAL PLANE. ; J9.1 ALS MET „ ® N Cp
<br /> - S c) PARKING LOT LUMINARIES SHALL BE HIGH- THE PROJECT' SITE DESIGN/LAYOUT 15 TO BE UTILIZED FOR THE c i5 al m
<br /> PLASTIC SLATS, TYP z
<br /> I S PRESSURE SODIUM VAPOR WITH 90-DEGREE CUT-OFF CONSTRUCTION OF THIS PROJECT, w
<br /> WHERE NOTED. • I N it % •• AND FLAT LENSES: G) THIS SET OF DRAWINGS I5 TO BE UTILIZED FOR THE CONSTRUCTION of ', \ z • •
<br /> ? 6- / _ _ OF THIS PROJECT AS NOTED WITHIN. IT IS NOT INTENDED NOR 15 IT TO
<br /> I 20'AWIDEBMIN. DIRONDLTHAYPROPERTYALINMISHS. NO PSPILLOVER BE IMPLIED THAT THESE DRAWINGS ARE To PORTRAY ND/OR CONSTRUCTION
<br /> • • I CHIP SEAL OVER
<br /> w �.•� . ��,• REQUIREMENTS FOR ANY OTHER CONSTRUCTION NOT NOTED AND/OR LEGAL
<br /> C E, U j r OWNERSHIP/DIVISIONS OF LAND FOR THE PURPOSES OF ZONING OR .r
<br /> P I _ I REFER TO NOTE #2c. SUBDIVISION. ,� - � O V
<br /> -\ _ �T f'6 •• HOWEVER.ONTO
<br /> SUCH T LIGHT SHALL NOTPCAUSDEDA H) THE PROJECT'S BUILDING'S APPROVED NUMBERS OR ADDRESSES SHALL "- '---- -- -- '------- --'I--- -- --'�'-�C�- -�'-`-`- --�- cc w
<br /> Fti FIRE HYDRANT. �� } 4 ,y �' \, r �,.- -- --a;L77.T -- - - - ' - --- - n- z U Q
<br /> r- I ' HAZARD TO MOTORISTS. BE DISPLAYED IN SUCH A POSITION AS TO BE PLAINLY V1511BLE AND w W
<br /> CB TOP OF CATCH BASIN. } LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. -
<br /> P k 2. NO OUTDOOR STORAGE IS PERMITTED EXCEPT FOR THE o
<br /> Inv PIPE INVERT. } P J`v� ' ' // FENCE ENCLOSED NOTED 'EXISTING OUTDOOR STORAGE i) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ASSESSOR ? S P A R C- E L M A P a O z U z
<br /> PP POWER POLE. AREA'. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF w
<br /> CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND 3 O O
<br /> SD STORM DRAIN LINT. O J LJ
<br /> ++ ' / /, ,� •. i PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 02300 FOUNDATION: ¢ CL
<br /> W WATER LINE. I l O /
<br /> 3. THE UNDEVELOPED AREA NOTED FOR THE FUTURE BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRAC4OR SHALL Al THE 501L'5 ESTIMATED CLA551FICAIION IS CLASS 5 RICH AN
<br /> BUILDING (PHASE IX) IS TO BE MAINTAINED FREE OF DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS a
<br /> P p• •• / / - I DEBRIS AND WEEDS BY OWNER. ALL OTHER UNDEVELOPED FROM ANY AND ALL PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING ALLOWABLE ESTIMATED BASIC SOIL BEARING MAUL DI t000 PSF AS ¢
<br /> 2 / FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR SPECIFIED IN TABLE 29-8 TI THE )991 UNIFORM DU INTOE CODE. O
<br /> AREAS NOT USED FOR BUILDINGS. PARKING. DRIVEWAYS. Bl ALL BEARING FOUNDATIONS SHALL BE PLACED INTO FIRM. NATURAL,
<br /> THE ENGINEER. C� C�
<br /> WALKWAYS OR OTHER PERMANENT FACILITIES SHALL BE UNDISTURBED 501L OR MINIMUM 95% COMPACTED F1
<br /> JI ALL ABBREVIATIONS ARE IN COMPLIANCE WITH 'THE UNIFORW SYSTEM C1 THE FOUNDATION DESIGN IS BASED UPON iryF REACTIONS BY THE SSM z REV DATE BY
<br /> LANDSCAPED. FOR ARCHITECTURAL WORKING DRAWING ABBREVIATIONS' UNLESS NOTED. _
<br /> I 4 ' - 6 • � / I FOR THEIR STEEL FRAMING SYSTEM (REFER TO SI AR'S CALCULATIONS, JOB J ,f
<br /> '' / #92-2222. PAGE 7 & 8 DATED 12/03/92) .
<br /> I
<br /> / CB • _/ -%/ i �_. _ _ _ _ _ _ _ _ .-_ 01050 SUMMARY OF WORK: a
<br /> SITE PLAN _ = _-_- _ _-�� THE WORK TO B E ON515TS OF FURNISHING ALL NECE55ARY 02500 DRAINAGE 5Y TE S• m
<br /> Al E 0 E DON C 250S N
<br /> / TOOLS. EQUIPMENT. APPARATUS, FACILITIES. LABOR AND MATERIALS A) ALL CATCH BASINS ARE TO BE HEAVY TRAFFIC RATED.
<br /> NECE55ARY TO PERFORM AND COMPLETE IN GOOD AND WORKMANLIKE MANNER = D JJ1I
<br /> • 7 • / ti SCALE: 1'=40.0' THE PROJECT HEREIN SPECIFIED AND CALLED FOR AND IN THE MANNER B) ALL DRAINAGE PIPES ARE TO CONFORM TO 1,if 1991 UNIFORM
<br /> • • / 4 ASSESSORS PARCEL No. 253-21-8&9 DESIGNATED. AND IN STRICT CONFORMITY WITH THE SPECIFICA71ON5 AND PLUMBING CODE FOR INSTALLATION. z
<br /> DRAWINGS. THE CONTRACTOR 15 TO PROVIDE ADEQUATE BRACING/SHORING C) UNLESS NOTED, ALL UNDERGROUND 517E SANIIARr AND STORM DRAIN z
<br /> / AS REQUIRED FOR THE ERECTION OF THIS STRUCTURE IN A SAFE MANNER. PIPES ARE TO BE CLAY SEWER PIPE (ASTM ac-aL'F OR ADS PIPE WHERE o ��
<br /> I � .• ' / ERECTION BRACING/SNORING NOT NOTED 15 NOT PART OF TH15 PERMIT. PERMITTED BY LOCAL JURISDICTION.
<br /> / INTERPRETATION OF SPECIFICATIONS AND DRAWINGS B) THE CONTRACTOR 15 TO COMPLY WITH THE SAN JOAQUIN COUNTY'S x
<br /> / BUILDING INSPECTION DIVISION'S (B.I.D.) INSPECTION REQUIREMENTS.II REMENTS. A) RE SITE UTILITIES: a
<br /> • �� / THE SPECIFICATIONS AND THE DRAWINGS ARE INTENDED TO BE THE INSPECTION OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF n) REFER TO THE PLUMBING AND ELECTRICAL PLANS FOR THE UNDERGROUND w
<br /> EXPLANATORY OF EACH OTHER. ANY WORK INDICATED IN THE DRAWINGS PIPING AND UTILITIES REQUIREMENTS. ALL UNDERGROUND UTILITIES ARE
<br /> THE OBLIGATION TO FULFILL THE CONTRACT AS PRESCRIBED, AND
<br /> AND NOT IN THE SPECIFICATIONS, OR VICE VERSA, R TO CI EXECUTED DEFECTIVE WORK SHALL BE MADE GOOD AND UNSUITABLE MATERIALS MAY BE TO DI IN PLACE PRIOR TO THE PLACING OF PAVING, SIDEWALK. OR n
<br /> / AS IF INDICATED IN BOTH. WHERE THE PLANS OR SPECIFICATIONS BUILDING FOUNDATION. a
<br /> / - r REJECTED. NOTWITHSTANDING THAT SUCH DEFECTIVE YORK AND MATERIALS
<br /> DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN B) ALL NEW AND EXISTING UTILITIES ACCESSES (MANHOLE. WATER LL DRAWN BY TAL
<br /> COMPLETE DETAIL, IT 15 UNDERSTOOD THAT ONLY THE BEST GENERAL HAVE BEEN PREVIOUSLY OVERLOOKED BY THE INSPECTOR/ENGINEER AND VALVE CASTINGS AND COVERS. ETC.) SHALL BE ADJUSTED TO FINISH
<br /> / ACCEPTED OR ESTIMATED FOR PAYMENT. z
<br /> PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF GRADE BY THE CONTRACTOR AFTER IMPROVEMENTS ARE COMPLETE. O
<br /> t' CHECKS�} y'�' ,1 • rn••. !E ty
<br /> FIRST QUALITY ARE TO BE USED, SHOULD IT APPEAR THAT THE YORK TO C1 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
<br /> x ! BE DONE. OR ANY OF THE MATTERS RELATIVE THERETO. 15 NOT UTILITIES (USA 800-642-2444 NORTHERN & CENTRAL CALIFORNIA. USA
<br /> N DIVISION 2 S]TE WORK
<br /> +Q\S O SUFFICIENTLY DETAILED OR EXPLAINED, THE CONTRACTOR SHALL APPLY TO 800-422-4133 SOUTHERN CALIFORNIA AND USA 800-2272600 NEVADA) z
<br /> 1`0
<br /> Oq�Op THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 02000 GENERAL INFORMATION: PRIOR TO THE START OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR DATE 02/O5/93
<br /> PRIOR APPROVED 400 L.F. +/- IN THE EVENT OF ANY DOUBT OR QUESTIONS ARISING RESPECTING THE Al CONFIRM WITH THE OWNER FOR THE REQUIREMENTS FOR TREATMENT / THE PROTECTION AND CONTINUED OPERATION OF ALL EXISTING UTILITIES. Z
<br /> �r - / TRUE MEANING OF THE SPECIFICATIONS AND DRAWINGS. REFERENCE SHALL STERILIZATION OF SOIL FOR TERMITES AND REGROWTH. THE CONTRACTOR SHALL. CONTACT THE RE5PECTIVF UTILITY COMPANIES IF O
<br /> PRIOR APPROVED COMMERCIAL 'tiT O� `�' / CHIP SEAL OVER 6- AGG. BASE BE MADE TO THE ENGINEER AND HIS DECISION THEREON SHALL BE FINAL. CONFLICTS ARISE. w SCALE AS NO
<br /> DRIVEWAY APPROACH TO BE INSTALLED �f / 20' WIDE MIN. TO LINNE ROAD.
<br /> �j 02200 EARTHWORK RECOMMENDATIONS: °
<br /> IN COMPLIANCE WITH SAN JOAOUIN "\ < REFER TO NOTE #2b. DIVISION 1 GENERAL REQUIREMENTS Al ALL ORGANIC MATERIALS. DEBRIS AND APPROVED ASPHALTIC 02700 SITE IMPROVEMENTS: z
<br /> COUNTY'S DRAWING No. R-17. ,r' CONCRETE AND EXISTING STRUCTURES ARE TO BE REMOVED FROM THE A) ALL SITE IMPROVEMENTS SHALL BE DONE_ IN ACCORDANCE WITH THE z
<br /> PROVIDE 25' RAD(] W/ 2' ASPHALTIC //� 01000 GENERAL INFORMATION: PROP05ED CONSTRUCTION AREA, UNLESS NOTED. REQUIREMENTS OF SAN JOAQUIN COUNTY'S DEPARTMENT OF PUBLIC WORKS PROJECT
<br /> CONCRETE OVER 6' AGGREGATE BASE. ( / A) CONTACT LISTING: B1 THE EXPOSED NATIVE GROUND SOIL IS TO BE STRIPPED. SCARIFIED "BUILDING DEPARTMENT'S STANDARD SPECIFICATIONS', AND CHAPTER 70 w
<br /> REFER TO NOTE #2a. • TO THE DEPTH OF ANY UNCOMPACTED EXISTING SOIL CONDITIONS (MINIMUM OF THE 1991 UNIFORM BUILDING CODE (UBC) FUR EXCAVATION AND p
<br /> / OWNER: 6 INCHES OF DEPTH) M015TURE CONDITIONED. AND RECOMPACTED TO GRADING. ALL ENCROACHMENT PERMITS FOR THE PROJECT ARE TO BE w 92 - 1
<br /> 2 0
<br /> / TRIPLE 'E' PRODUCE CORP. COMPLY WITH THE SPECIFICATION 02200C. OBTAINED PRIOR TO CONSTRUCTION. _
<br /> 8690 W. LINNE RD. B) THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND �-
<br /> f TRACY. CA 95376 C) FILL MATERIAL. NATIVE FI IMPORTED. IS TO BE CLEAN FEDERAL SAFETY REGULATIONS PERTAINING TO HIS OPERATIONS. HE
<br /> NONEXPANSIVE GRANULAR SOIL. ALL FILL 15 TO BE PLACED IN LIFTS OF
<br /> / (209) 835-5123 APPROXIMATELY 6 INCHES THICK. MOISTURE CONDITIONED AS NECESSARY SHALL PROVIDE ALL LIGHTS, SIGNS. BARRICADES, FLAGMEN OR OTHER
<br /> - . ,-_ - - I'' /- . • AND COMPACTED TO ACHIEVE AT LEAST 90% OF THE MAXIMUM DRY DENSITY DEVICES NECESSARY FOR PUBLIC SAFETY.
<br /> •• GENERAL CONTRACTOR: AS DETERMINED BY A5TM DI557. UNLESS OTHERWISE NOTED (SEE SPEC.
<br /> TRI COUNTY BUILDERS. INC. 023008) . ADDITIONAL LIFTS ARE NOT TO BE PLACED IF THE PREVIOUS
<br /> 1128 RENO AVE.
<br /> EDGE
<br /> EXISTING
<br /> 1( 1128MODERE CA 95351 LIFTS DID NOT MEET THE REQUIRED DRY DENSITY OR IF SOIL CONDITIONS SHEET NUMBER
<br /> PAVEMENT - - - - -p- p-C p- -p-- • - - -- ' - (209) 521-7443 ADRE NOT COMPACTION OF ALL AGGREGATE BASEROCK MATERIALS UNDER THE S,
<br /> 1 I��I L ROAD/-t� FAX: (209) 521-9634 PROPOSED ASPHALT PAVEMENTS ARE TO BE AT LEAST 952 RELATIVE F O RAPPROVAL
<br /> e /�
<br /> FILES: TBT. PBA. PBA-. PBB UC. #285778 COMPACTION AS DETERMINED BY ASTM D1557. P O V A L
<br /> 1 of 6
<br /> It _ _
<br />
|