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<br /> 7
<br /> STORM DRAIN CALCULATIOS'JS GENIrRAL NOTES
<br /> a 1 . ALL WORK DONE WITHIN THE COUNTY RIGHT OF WAY SHALL BE DONE IN
<br /> ROW CROPS DIRT STRICT CONFORMANCE WITH THE COUNTY STANDARD PLANS AND
<br /> POND BASIN = 27,500 SF x 1 . 00 x D . 26 = 7 150 CF
<br /> SPECIFICATIONS AS TO THE MATERIALS , METHODS AND QUALITY OF
<br /> Al �"4i'> �� 36, 649 CF CONSTRUCTION .
<br /> A Ar PAVING - !48,376 SF x 0 . 95 x 0. 26 = 2 . ELEVATIONS REFER TO USGS DATUM .
<br /> �5 17.CoI
<br /> ROOF - 15 ,-500 SF X 0 . 80 x 0 . 26 = 3, 24 CF 3 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br /> 11�TArtt Ca` CHAIIN U"vl EXISTING IMPROVEMENTS THAT ARE TO REMAIN . SUCH IMPROVEMENTS THAT
<br /> IFD4CE26, 934 CF ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED A7 HIS EXPENSE ,
<br /> COMP. EARTH = 13$, f2f SF x 0 . 75 x 0 . 26 = 4 • THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR
<br /> JOBSITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS
<br /> LANDSCAPE - 23,742 SF x 0 . 20 x 0 . 26 = 1,2 5 CF PROJECT , INCLUDING SAFETY OF ALL PERSONS OR PROPERTY AND THAT THIS
<br /> OR OPEN REQUIREMENT SHALT. APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO
<br /> SUBTOTAL = 75, ! 92 CF 4
<br /> 2 NORMAL WORKING HOURS , AND THAT THE CONTRACTOR SHALL DEFEND ,
<br /> SCALE 1 �=�� � =N � INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FOR ANY AND
<br /> h = = 150, :�84
<br /> THE NEEDED POND CAPACITY SUBTOTAL x 2 CF
<br /> 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( s ) ( 1 ) OF THE CONSTRUCTION
<br /> �u I SAFETY ORDLRS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br /> 1 540 ) , ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD
<br /> � FZ1M= 15.5 Pid.Ct'rlZ�v.eaoi/,lrclr PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF
<br /> 1T5'-15"SDP ;;wo.0o15 t1~= 12.41 t�u�vry �vdvr �v ,s.w� ar..rr 1973 , AS AMENDED , WHICH STATES :
<br /> "PRIOR TO OPENING AN EXCAVATION , EFFORT SHALL BE MADE TO
<br /> 3 g� 1N5TPLL G.t3. 1rO.102 17.3q
<br /> Ex�,T1fJ0 y FRIM=15.x2 -- -- DETERMINE WHETHER UNDERGROUND INSTALLATIONS : I . E . , SEWER ,
<br /> 12.07 :•�• WATER FUEL ELECTRIC LINES , ETC. , WILL BE ENCOUNTERED AND IF
<br /> HOUSE I 8
<br /> I �e4:46ae ,V SO , WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED .. WHEN
<br /> O \ THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH
<br /> GRAVEL A,RSA� \ GF2AVFL_ AR' A f �'°�rrfi °r�rr INSTALLATION , THE EXACT LOCATION SHALL BE DETERMINED BY
<br /> P�vr CAREFUL PROBING OR HAND DIGGING; AND WHEN IT I5 UNCOVERED ,
<br /> f Q ��Gil
<br /> a ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br /> Lu 1 1P rlov� /i/v INSTALLATION . ALL KNOWN OWNERS OF THE UNDERGROUND FACILITIES
<br /> r 1 m hvv q eoPu vrvv frt '
<br /> , -- U,,ir r..,r�a��,v . • .U�APAY!_QKdetdl/� IN THE AREA SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48
<br /> � � ' a .s�h✓ .�K+r�atr HOURS PRIOR TO THE START OF EXCAVATION .
<br /> 174q -
<br /> 6 , ExISTfNG S£PiIC SYSTEM WA5 DESIGNED FOR A MAXIMUM NUMBER OF 26 EMPLOYEES,
<br /> L'CGE OP PANEMEMr flo.W 1 LEACH FIELD AREA SHALL BE p SHALL N NOT CONTARMC IN UNDERGROUNDSO T4AT IT WILL 13E D TIUTY FOR THATI ES
<br /> SPECIFIC PURPOSE. LEACH FIELD
<br /> 4�z _ a-4 - 7 , PORTLAND CEMENT CONCRETE FOR CURBS , PAVEMENT , MANHOLE OR CATCH
<br /> Cn' NK7H 135 t-r.20 17.20 '
<br /> r� n?Y 1NaE c X76') ,. .. , . .. ..
<br /> BASIN BASES AND OTHER MISCELLANEOUS SITE IMPROVEMENTS SHALL BE
<br /> CLASS B CONFORMING TO THE REQUIREMENTS OF SECTION . 90 OF THE
<br /> T.043 EXISTIlJ&vJFU_
<br /> 6.4
<br /> Al DFr�d/� STANDARD SPECIFICATIONS . THE MINIMUM TEST STRENGTH SHALL BE 2 , 500
<br /> I - PSI . PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION
<br /> . 17.13 - ____ 73- 1 . 08 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br /> \ _ IT.I _ - l'f.10 t • g , REFER TO SITE PLAN FOR SITE DIMENSIONS AND ARCHITECTURAL PLANS FOR
<br /> BUILDING DIMENSIONS AND LOADING DOCK DRAINAGE.
<br /> r
<br /> GRADING NATES
<br /> 1 d tiG � � � + • �. 1 ; LUMP SUM BID FOR GRA QING AND LAND STABILIZATION SHALL INCLUDE
<br /> EXCAVATION AND FILL OF PAVED AREAS AND BUILDING ARI=AS WITHIN THE
<br /> rn f EE tNsrAL� c [�. SITE AND THE PLACEMENT OF ANY EXCESS EXCAVATION ON DESIGNATED
<br /> /hJ z 10.51 IS.5�► I Rim 15.44v � � • AREAS AS DIRECTED BY THE ENGINEER,
<br /> ,cfs/ Rim-CL i6 t u FL�t2.11 2 • EA�WORK
<br /> p .= r2.5g
<br /> CO PD THE CONTRACTOR SHALL EXCAVATE , FILL AND GRADE THE PROJECT SITE IN
<br /> IROOF ONLY IS•57 ORDER THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND
<br /> j I(o.01 1i.1E,TAt L r5,004C -
<br /> r��K FOR �� SLOPES SHOWN ON THESE PLANS . ALTHOUGH NO ATTEMPT HAS BEEN MADE TO
<br /> VN)IT (UW FRr>Rou_ID) 1, FINISH ALL CONCRETE WITH FINE HAIR BROOM, BALANCE EARTH CUT AfJD FILL QUANTITIES , DUE TO THE APPROXIMATIONS
<br /> 1 G�lt�l�dY r�N� B� cmr V
<br /> ( b 1!l 2 EXPANSION AT :oo' D.C. OF EXISTING GRADES AND OTHER CONDITIONS N07 PRECISELY KNOWN THE
<br /> -- _
<br /> 3. nONSTRUC`-y�oKE/`D PLANE
<br /> AtOi0N1s1/2•lnEEP. ENGINEER DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL
<br /> EXISTING SHOP w� '��` �`
<br /> wac 4 4. D.C.,MATERAL UNDER VALLEY DE ANDTER 1- l2'CVRDEEP. OALANCE . AS EARTH WORK OPERATIONS PROGRESS , MINOR ADJUSTMENTS IN
<br /> 1�q '��., Z ❑ ❑ FINISH FL00R= 18.67 AND
<br /> -" GVTTER SMALL BE COMPACTED To fot RELATIVE GRADES MAY BE MADE IN ORDER TO BRING THE CUT AND FILL QUANTITIES
<br /> :3') '�'I r•-�`14 3: 10.`. O ,rl ` COMPACTION
<br /> DEr+OTE%)/E"DEPTH
<br /> D1A. BY Y4• eTffL DOWEL
<br /> r� r r ¢ <( MORE IN BALANCE , BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL
<br /> 4 ¢ .r. - T - - EXPANSIONNJOINfPPED a+E FIDE THRoUoiM EVERY OF THE OWNER AND THE ENGINEER . THE COST OF SUCH ADJUSTMENTS SHALL
<br /> FUEL 151hND -- --- - - -- - - BE PAID BY THE CONTRACTOR AND NO EXTRA PAYMENT WILL BE ALLOWED.
<br /> 1 nils To BF_ 0eE-,6"f-c10.5"7 f*I[�C�:LJFiE 1A.5`1 R+[�C,E N __
<br /> � E BALL �� Ic� c1 ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE
<br /> 1 -)T 2 _ cn lONC�Ptrt Otr.4/L�✓
<br /> r��aa i 1sY.� ° L-'
<br /> ENGINEER AT THE CONTRACTOR ' S EXPENSE . ANY ADDITIONAL EARTH
<br /> Rn,"F_ Ex
<br /> a MATERIAL NEED
<br /> GRAVSI_ ED TO COMPLETE THE ON -BYTE GRADING SHALL BE PROVIDE
<br /> 0 w AND PAID FOR BY THE CONTRACTOR . ANY FILL PLACED SHALL BE PROPERLY
<br /> rr .� _ COMPACTED AS REQUIRED BY THE PLANS AND THESE SPECIFICATIONS :
<br /> tir ;_ /� ; V Tia r- L I_ TD ES''API..ISH PAVED AREA SUBGR.ADE SHALL BE COMPACTED
<br /> J F NRK = NCa SCHEDULE n Y
<br /> >L THA THE AREA
<br /> To A 1; + , 1=�•
<br /> OFFICE 7413 SF / 250 - 30 W: THIN 6 ' BELOW+ SUBGRADE �•�{ILL BE CCKPACTED TO A MINIMUM 77 � veL �W5W .J RELATIVE COMPACTION OF 95% .
<br /> AVED t�°aI 18" ~ n 0 SHOP / STORAGE 5000 SF / 500 = 10 II . EARTH FILL TO ESTABLISH FB�ISHED COMPACTEDGRADE
<br /> TOOUTSIDE
<br /> INIMUM RELATIVE
<br /> EA�
<br /> EXAM l�'1�! >+OR y IWE rA1-L. C 2) r� 5-0.C.b20 11J�iT7�LL C.♦3. `n U
<br /> AND BUILDING AREAS SHALL
<br /> c, COMPACTION OF 809 .
<br /> �1� v s, TOTAL PARKING SPACES REQUIRED - 40
<br /> 1�a.33 RIM�,.r 15.20
<br /> w i C . FILL AND COMPACTION IN THE BUILDING AREA SHA1.l. 8E IN ACCORDANCE
<br /> r � U- 12'2! TOTAL PARKING SPACES PROVIDED = 56 WITH THE BUILDING PLANS AND/OR SPECIFICATIONS .
<br /> 1 � FE.= lI.AZ st
<br /> TAPLEY POOLS I I I1 0 ' N CT = [7N STAKTNG
<br /> irrhl ��� tie,GPACES ` THE TYPICAL PARKING SPACE IS 12 ' x20 ' CONSTRU
<br /> p �' I I Lt (tt'X65 } I N a ( 12X65 1 0
<br /> a z IN
<br /> �, , TRUCK PARKING IWO`x65`) 1 PREPAREDTTOE PLANZNGTHISNPERMITS APPROPRIAATEYON-SITEGINEER W
<br /> HO
<br /> 0 p lfo.{o(n
<br /> _
<br /> 4 8 �'� INTERPRETATION AND ADJUSTMENT OF THE PLANS , IF NECESSARY . THIS
<br /> �� a Fx TtuU a� ° `16 "° TOTAL VOLUME OF EARTH MOVED NOTE GIVES FORMAL NOTICE THAT THE FIRM OF WONG ENGINEERS ,
<br /> INC . ,
<br /> POO 11A I�;- 1A 11 0,� CANNOT AND WILL NOT TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS ,
<br /> _ % CO gr, SAWD/01L POND EXPAN51ON 5,452 CU. YDS T
<br /> EXISTING -+- 17.24 fS�SRATOR SEE DETAIL SITE GRADING 4,533 CU YI�5 IF ANY , WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVO.,DED OR
<br /> ���Z 1 A 5 C YGS. DETECTED AND
<br /> CORRECTED AND MITIGATED HAD WONG ENGINEERS ; INC . ,
<br /> �3 7.54 TOTAL 9,98 U CONSTRUCTION STAKING WORK.
<br /> OFFICE BUILDING , }. ° _. PERFORMED THE CONS
<br /> _7.54. INSTP.LL_ Qo' H16H C,HA,1A Ut4V, ��� NWH �A� 00') 1�i.5 r ° 2 . ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORrC
<br /> 1
<br /> 1 - b ti 17 4 TOP ELEV. 16.40 _ AP CU SHOWN ON THIS PLAN ONLY .
<br /> FOR ER0510" N �
<br /> C -rmo►- N O T F_ _
<br /> THE GRADING AND DRAINAGE PORTION OF THIS PLAN WAS DESIGNED BY WONG
<br /> � STORM DRAINAGE POND ENGINEERS , INC . , OTHER IMPROVEMENTS ( I . E . LANDSCAPING , WELL , FIRE
<br /> 'A ,T / � ' 1�a.25 REQUIRED_CAPACITY= I5Q 384 C.F. _ _ _ _ _ (O-2�' I pR011 CrION IRRIGATION SEWAGE DISPOSAL , BUILDINGS , ETC . ) NOT
<br /> PROVIDED CAPACITY= 162,`. 83 C.F TO H.G.L. a PERTINENT TO THE GRADING AND DRAINAGE OF THE SITE ARE NOT TO BE
<br /> CONSIUf=RED AS THE RESPONSIBILITY OF WONG ENGINEERS , INC .
<br /> � � �!1¢7 qd ���1 G� '~ /./tel �0'-/T'GJD i4f� s Q�� - .-__... � � - � �..... �E�(15�1�iC �•+�'rl'�h/1 OF PC�t.ID
<br /> / ,. _ ._.._ A DkAIN FOR SHC,F' x.11 HF: Pa,MBFC THRCOGH SAS lJ•'011_
<br /> t
<br /> RASH ANI, FLr.�(�#� � � � •
<br /> 1`�.._ELE� `.I2 __- _ �i SEPARATOR AND DIS�_f� PGED T-L AN ABC. E :.. 1tU �F Sr';Y n� AF�F'RO�E L EKY `�E
<br /> I `�_ �,✓/-iJ o� ENI RC)\Mf=N HEALTH I)i1'1`�IC=h{ SEE CONGIT10',&; Uf S1= I�ERMIT � 92-?
<br /> �brA� -li IFY r0 RE C?ESIC_�NEL b1 OTHf-RS
<br /> a _
<br /> /�C%f
<br /> aFr r x r r v ►- ----r f ---R-------y O i L-
<br /> .5 l0' IL4JD�CAPE AREA o C eG,*ei(I17 -�
<br /> �� _ I uoroolY !• ?J�io' /x!77" .� ---- _ ------ a>J ����
<br /> ��ia?a �Pr7av rall3v
<br /> �a
<br /> 0
<br /> O
<br /> _ 2 MOBILE HOMES MOORMANS t,
<br /> VA'-ANT
<br /> UIV
<br /> �/fes
<br /> THE GROUND WATER ELEVATION IS APPROXIMATELY 25 FEET BELOW
<br /> THE EXISTING GROUND ELEVATION .
<br /> THE POND BOTTOM DESIGN ELEVATION IS TO BE II FEET BELOW THE
<br /> Q- DIRECYICkJAI 11C;Hl- O►_1 I'" I=
<br /> EXISTING GROUND . /G/N/ry
<br /> SAN JOAQUIN COUNFY, SHEET
<br /> _ REVISIONS Q�pfESSIpN� JOB. N0. 2959 BENETO TANK LINES cnL zFal�urA
<br /> APPROVED 19 APPROVED 19 0 ! DATE AUG 1992
<br /> " NO. �EwrS� PLAN DESCRIPTION� DATE By pn WONG ENGINEERS , INC. Awa NNCE ti SCALE HeRIZ 1 '-40 • -
<br /> AN-,P v1rJ `�' PLANNING • ENGINEERING • SURVEYIN v' G'
<br /> STOCKTON CALIFORNIA z SCALE VERT
<br /> ' 413 DRAWN FOAL SITE DEVELOPMENT PLAN of Tv`��
<br /> 1426 DESIGN WF_
<br /> R.C. 0. Q`
<br /> 9T CHECK FILE 32�
<br />
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