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STORM DRAIN C A L.0 U L A T I O N S GENERAL N©T E S
<br /> 1 . ALL WORK DONE WITHIN THE COUNTY RIGHT OF WAY SHALL BE DONE IN
<br /> ROW CROPS DIRT POND BASIN = 14 , 820 SF xc 1 . 00 x 0 . 26 = 3 , 853 CF STRICT CONFORMANCE WITH THE COUNTY STANDARD PLANS AND
<br /> SPECIFICATIONS AS TO THE MATERIALS , METHODS AND QUALITY OF
<br /> x �-- A/ 09�/9/ Al �44,'.4V WAVING = 34 , 964 SF x0 . 95 x 0 . 26 = 8 , 636 CF CONSTRUCTION .
<br /> 2 . ELEVATIONS REFER TO USGS DATUM .
<br /> PRjPD-:�)ED 6` CHA1rA ur.SK f-_Et-iCj�_ ROOF = 13 , 500 SF x 0 . 80 x 0 . 26 = 2 , B08 CF 3 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br /> EXISTING IMPROVEMENTS THAT ARE TO REMAIN . SUCH IMPROVEMENTS THAT
<br /> COMP . EARTH = 46 , 070 SF x 0 . 75 x 0 . 26 = 8 , 934 CF ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE .
<br /> 4 . THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR
<br /> X LANDSCAPE - 243 , 885 SF x 0 . 20 x 0 . 26 = 12 , 682 CF JOBSITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS
<br /> OR OPEN PROJECT , INCLUDING SAFETY OF ALL PERSONS OR PROPERTY AND THAT THIS
<br /> SUBTOTAL = 36 , 913 CF REQUIREMENT SHALL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO
<br /> x 2 NORMAL WORKING HOURS , AND THAT THE CONTRACTOR SHALL DEFEND,
<br /> 4
<br /> INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FOR ANY AND
<br /> SCALE 1 =40 ' AR EA GFtA�L THE NEEDED POND CAPACITY = SUBTOTAL x 2 = 73 , 826 CF ALL LIABILITY, REAL OR ALLEGED, EXCEPTING FOR LIABILITY ARISING
<br /> FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
<br /> 5 , WE CALL YOUR ATTENTION TO: SECTION 1540(a) ( 1 ) OF THE CONSTRUCTION
<br /> - /r�►'a6 0 �, SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br /> F-MGT. <o� ffr<vf�aP 1 540 ) , ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH .STANDARDS BOARD
<br /> DIRT Pi�rfr�.vv,o'faa�� PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF
<br /> a4mzE
<br /> fiNi�ufO GP�or ativ 4/A3
<br /> 1973 , A5 AMENDED , WHICH STATES :
<br /> 3 Sri "PRIOR TO OPENING AN EXCAVATION , EFFORT SHALL BE MADE TO
<br /> x15TI�IC� � „ DETERMINE WHETHER UNDERGROUND INSTALLATIONS: I . E. , SEWER ,
<br /> WATER, FUEL , ELECTRIC LINES , ETC. , WILL . BE ENCOUNTERED AND IF
<br /> HOUSE
<br /> �ew�E foFu �v SO , WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED . WHEN
<br /> v'�E id/✓`dN`'�tr a' THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH
<br /> <ouA pficgsvv<to �w<Prr�
<br /> INSTALLATION , THE EXACT LOCATION SHALL BE DETERMINED BY
<br /> terv�a CAREFUL PROBING OR HAND DIGGING; AND WHEN IT IS UNCOVERED ,
<br /> ADEQUATE PROTECTION SHALL 13E PROVIDED FOR THE EXISTING
<br /> utdar earl°^' 'l',V INSTALLATION . ALL KNOWN OWNERS OF THE UNDERGROUND FACILITIES
<br /> likes �at���-�y�u G• NEeP�sYGa�Gy�ab ✓ IN THE AREA SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48
<br /> HOURS PRIOR TO THE START OF EXCAVATION .
<br /> 6 . ALL SANITARY SEWER CONSTRUCTION ON-SITE SHALL BE CONSTRUCTED IN
<br /> /w 171.11 !�j =000�y f�ow I' ' - _ ACCORDANCE WITH THE UNIFORM PLUMBING, CODE. PIPE MATERIAL SHALL BE
<br /> Al Q9�/9' � Z9Co. /h — �� --`- `� � o J- �� THAT ALLOWED BY THE UNIFORM PLUMBING CODE .
<br /> . : , .. ..
<br /> /77
<br /> %_-PROPOSED ro' CRANK LIQK >'� /7 / a�7 7 . PORTLAND CEMENT CONCRETE FOR CURBS , PAVEMENT , MANHOLE OR CATCH
<br /> ��
<br /> 1=7CIS�f1 FJG—� ��� «ahti 'a
<br /> *o � a 6adcPE�/� ovs�E- BASIN BASES AND OTHER MISCELLANEOUS SITE IMPROVEMENTS SHALL BE
<br /> 1 4�6 ti6 1�. o - CLASS. B CONFORMING TO THE REQUIREMENTS OF SECTION 90 OF THE
<br /> tArCNdAfy/ DEr4/L STANDARD SPECIFICATIONS. THE MINIMUM TEST STRENGTH SHALL BE 2 , 500
<br /> No 0 AlA PSI . PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION
<br /> '` 73--1 . 06 OF THE CALTRANS STANDARD SPECIFICATIONS .
<br /> a 8 . REFER TO SITE PLAN FOR SITE DIMENSIONS AND ARCHITECTURAL PLANS FOR
<br /> �. BUILDING DIMENSIONS AND LOADING DOCK DRAINAGE,
<br /> Q 1• 6
<br /> Y v • 1 . LUMP SUM BID FOR GRADING AND LAND STABILIZATION SHALL INCLUDE
<br /> GRAuEL SEA 0 ,,. EXCAVATION AND
<br /> PAVED
<br /> ANYAREAS
<br /> AND
<br /> EAS WITHIN THE
<br /> EXCAVATTION ONDESIGNATED
<br /> EXCESS
<br /> ROOF ONLY
<br /> Z b , . SITE AND THEPLACEMENT OI'
<br /> d 4 Z AREAS AS DIRECTED BY THE ENGINEER.
<br /> d2 . EARTHWORK
<br /> Fw
<br /> CDTHE CONTRACTOR SHALL EXCAVATE , FILL AND GRADE THE PROJECT SITE IN
<br /> a ORDER THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND
<br /> rEl
<br /> 4Ult{ h0 �9 No-Es ` SLOPES SHOWN ON THESE PLANS , ALTHOUGH AN ATTEMPT HAS BEEN MADE TO
<br /> e EXISTING SHOP EY4GT BALANCE EARTH CUT AND FILL QUANTITIES , DUE TO THE APPROXIMATIONS
<br /> ^� 8 1. FINISH CT XPANS1',,TE WITH FINE HAI' BROOK. -
<br /> 6 LjIR'f z. caNsrwucT ExwANst,.aN JOINTS AT zao' O.C. OF EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY_ KNOWN THE
<br /> MAXIMUM AND AT RETURNS.
<br /> ly�l 3. cDr�sr>?ucT WEAKENED nLANE JOINTS AT to' ENGINEER DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL
<br /> 16� O,�„ 1/8•' TO 1/4I' WIDE AND 1-1/2" BEEP.
<br /> 1 4, MATERIAL UNDER VA,LMPACTETTERC TO OR 90% RELATIVE
<br /> - BALANCE , AS EARTH WORK OPERATIONS PROGRESS , MINOR ADJUSTMENTS IN ,
<br /> EXISTING GARDEN y, p COMPACTION FOR A DEPIrt OF B'•. GRADES MAY BE MADE IN ORDER TO BRING THE CUT AND FILL QUANTITIES
<br /> GREASED NOTESw3APP'EOIQIJEBSIOE THROUGH�VLRY MORE IN BALANCE , BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL
<br /> EXPANSION JOINT. OF THE OWNER AND THE ENGINEER . THE COST OF SUCH ADJUSTMENTS SHALL
<br /> t y6. BE PAID BY THE CONTRACTOR AND NO EXTRA PAYMENT WILL BE ALLOWED.
<br /> 1 U7
<br /> CO.VC�PE'rE' Of7t1/L5 ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF A5 DIRECTED BY
<br /> THELi
<br /> a�a/ri•.ia' ENGINEER AT THE CONTRACTOR' S EXPENSE. ANY ADDITIONAL EARTH
<br /> ��Av�` Yds la�P�A MATERIAL NEEDED TO COMPLETE THE ON-SITE GRADING SHALL BE PROVIDED
<br /> I w AND PAID FOR BY THE CONTRACTOR . ANY FILL PLACED SHALL BE PROPERLY
<br /> COMPACTED AS REQUIRED BY THE PLANS AND THESE SPECIFICATIONS:
<br /> PFZOF ��� �f U EE A . EARTH FI'._L TO ESTABLISH PAVED AREA SUBGRADE aHALL BE COMPACTED
<br /> ` A R K I N G C>f-t C O U L E EXCEPT THAT THE AREA
<br /> ' '-L x SN�� GJQLf /E/ !7/P� lll "a4O2rj �� �R�A TO A MINIMUM RELATIVE COMPACTION OF 90%,
<br /> iOFFICE 7413 SF / 250 = 30 WITHIN 6 " BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM
<br /> f� ,�/la4 1,c1�/�%9 ./D'GN1P ✓✓✓ RELATIVE COMPACTION OF 95% .
<br /> C� SHOP / STORAGE 5000 SF / 500 = 10 B . EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br /> 1 I !!J JrO.zD?I E05T. DIRT
<br /> PROPC6ED GRA, _L fig' AND BUILDING AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br /> TOTAL. PARKING SPACES REQUIRED = 40 COMPACTION OF 80% .
<br /> C . FILL AND COMPACTION IN THE BUILDING AREA SHALL BE IN ACCORDANCE
<br /> TOTAL #BARKING SPACES PROVIDED = 56 WITH THE BUILDING PLANS AND/.OR SPECIFICATIONS ,
<br /> ' I 1 -z
<br /> TAPLEY POOLS H � rr�ucK PARK41.1C� THE TYPICAL PARKING SPACE IS 10 ' x20 ' CON STRUC" 3E C:)N STAK 31 NG
<br /> s I 11
<br /> u 8 SPACES 0O'�,CD5 1 _ IN
<br /> TRUCK PARKING {10' x65 )I 8 1 • CONSTRUCTION
<br /> PLAN . NORMALLY PERFORMED
<br /> APPROPRIATE ON-SITE
<br /> ENGINEER WHO
<br /> ON-SITE
<br /> f yY H k I I I
<br /> H N ,� EXtiST INTERPRETATION AND ADJUSTMENT OF THE PLANS , IF NECESSARY . THIS
<br /> DART PROPOSED GRIL NOTE GIVES FORMAL NOTICE THAT THE FIRM OF WONG ENGINEERS, INC. ,
<br /> N �oUCAt , CANNOT AND WILL NOT , TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS ,
<br /> EXISTING ` 'I IF ANY , WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED
<br /> OR
<br /> DEDTHE
<br /> AND/OR
<br /> CONDTRUCTIONAND
<br /> STAKINGMITIGATED
<br /> WORK ,HAD WONG ENGINEERS , INC. ,
<br /> PERFORM
<br /> l OFFICE BUILDING
<br /> Y1
<br /> _ }.� 2 . ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK
<br /> 0-0 SHOWN ON THIS PLAN ONLY . r
<br /> THE GRADING AND DRAINAGE PORTION OF THIS PLAN WAS DESIGNED BY WONG
<br /> ENGINEERS , INC . , OTHER IMPROVEMENTS ( I . E . LANDSCAPING, WELL , FIRE
<br /> a �.4t� PROTE=CTION , IRRIGATION , SEWAGE DISPOSAL , BUILDINGS , ETC . ) NOT r
<br /> y�.o0 0 �a '
<br /> PERTINENT TO THE GRADING AND DRAINAGE OF THE SITE ARE NOT TO BE
<br /> X/V/l�'I1O CONSIDERED AS THE RESPONSIBILITY OF WONG ENGINEERS , INC .
<br /> /Xl►!/14;4 -
<br /> -- ODuG (EXISTING)
<br /> REVI,SED
<br /> ,c- G7r -fo
<br /> sr
<br /> F�POd/l�flJ GA�IJG/�� y��i98 L� !
<br /> s DIDITOM Df f�0./O flf!!�d
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<br /> 2/ N/7
<br /> F 8a '�s add•/�i.fi �ihl /�i� 99' �' ,?/ / /7/ M X—
<br /> —
<br /> ¢'48����
<br /> fP/57?
<br /> 0
<br /> 2 MOBILE HOMES MOORMANS
<br /> VACANT
<br /> / G
<br /> ,P
<br /> THE GROUND WATER ELEVATION IS APPROXIMATELY 25 FEET E3ELOWPOl!✓ ,P�!!!,
<br /> 1.vl 1w/&'v Al p�t"� O(/,QOJ//PQ
<br /> , THE EXISTING GROUND E L E V A T I 0 Fv.. ' 3-31-93 /77 f/,(//G�L/�Q C�P,��� �tl�✓r /ALf v 1('f oam/ A<i /h
<br /> zYzy /h.fJ�l l/LilaG/D�1jG'.�il 1 THE POND BOTTOM DESIGN ELEVATION IS TO BE 8 FEET BELOW THE
<br /> EXISTING GROUND .
<br /> >
<br /> REVISIONS JO®. NO, 2959 BENETO TANK LINES SAN JOAGUIN COUNTY, SHEET
<br /> APPROVED 19 APPROVED 19- NO. DESCRIPTION DATE BY n WONG ENGINEERS, INC. DATE AUG 1992 CALIFORNIA
<br /> Die PLANNING • ENGINEERING SURVEYING SCjALE HORIZ i"=40 ' 2
<br /> USCALE VERT
<br /> 51OCKTON, CALIFORNIA DRAWN HAL SITE DEVELOPMENT PLAN
<br /> OF TWO
<br /> NO. 14269 DESIGN WE
<br /> s
<br /> CHIECK FILE
<br /> a
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