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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 1995_EP-95-301-95-350_ - EP-95-341
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EP-95-301-95-350
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 1995_EP-95-301-95-350_ - EP-95-341
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Last modified
6/15/2021 11:11:13 AM
Creation date
12/31/2015 12:37:18 PM
Metadata
Fields
Template:
Permits_Development
DocName
EP-95-341
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
1995\EP-95-301-95-350
Year2
1995
Supplemental fields
Applicant
TEICHERT CONSTRUCTION
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
ACROSS FRENCH CAMP RD
Primary Parcel
Type (2)
EP-95-241
Tags
Permits_Development
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a <br /> MAN UFA C T URF R S TAB -ULA TED DA TA <br /> SHEET <br /> AL40WABLE LOADINGi � ' '1; <br /> 1297 PSFI� �{1ELD DEPTH 10' LENGTH 20' THICKNESS 6- <br /> ALLOWAI3LE SOIL DEPTH <br /> TYPE A-25 APPROXIMATE WEIGHT} 15.791 LBS. <br /> + <br /> 49 FT. I: I V <br /> TYPE 8-45 � 27 FT. 10 ? <br /> O � X 201 !1 6)1TYPE C-60 + <br /> 21 FT. � �;';; <br /> TYPE C-80 15 FT. ; r► r EA VY D UT Y SHIELD <br /> • ALLOWS 72 PSF SURCH RGE <br /> w <br /> 20 <br /> D <br /> ip <br /> 10' 4. <br /> `~ <br /> I <br /> • I; <br /> 2' MAX <br /> NOTES: <br /> f ALL EXCAVATICHIS SHALL BE IN CONFORMANCE WITH OSHA 29 CFR PART 1926, SUBPART P. <br /> MARCH 1992, AND CAL OSHA SAFETY ORDERS TITLE a g4rsoN'S 1504, 1539-1547. <br /> .' SOILS CLASSIFICATION SHALL BE IN COMPLIANCE WITH APPrNDIX A IN OSHA CFR 29, PART 1926, <br /> SUBPART.P. LATERAL EARTH PRESSURE SHALL BE DETERMINED AS FOLLOWS: <br /> TYPE A-25 SOIL 25 PSF X DEPTH + SURCHARGE. <br /> TYPE . B-45 SOIL 45 PSF X DEPTH +•,SURCHARGE . <br /> TYPE C-60 SOIL 60 PSF X DEPTH + SURCHARGE. <br /> TYPE C—BO SOIL .a0 PSF X DEPTH + 90RCHARGE. <br /> 3.• SOIL TYPE TO BE DETERMINED BY COA PETENT PERSON. - . <br /> OR ENGINEER. <br /> 4: SURCHARGE LOAD TO BE'.•DETERMINED BY-COMPETENT PER ON OR ENGINEER. <br /> SHIELD MAY BE HELD 2' ;ABOVE THE BOTTOM OF THE TR CH. 'HOWEVER LOADING.SHALL <br /> BE DETERMINED FOR THE'FULL TRENCH DEPTH. <br /> �j. TYPE C-60 SOIL IS SOIL WITH AN UNCONFINED COMPRESSIVE STRENGTH OF LESS THAN ,5 TSF. AND NON COHESIVE <br /> MATERIAL THAT IS FULLY OEWATERED. IT MUST BE ABLETO STAND LONG ENOUGH FOR SHORING TO BE INSTALLED. <br /> SHIELDS MAY BE STACKED. <br /> SHIELD LIF'nNC SYSTEMS SHALL BE DESIGNED FOR SHIELD AND STRUT WEIGHT + AND APPROPRIATE FACTOR OF SAFETY. <br /> 4s. SHORING MUST BE INSTALLED PRIOR':TO ENTERING TRENCH: <br /> Ilii SPOILS AND WHEEL LOADS ARE TO BE KEPT A UINIMUW OF 2*FT. AWAY FROM .THE EDGE OF THE TRENCH. <br /> lr7 STRUTS MUST REMAIN IN PLACE WHILE SHIELD 11 IN EXCAVATION. . <br /> SHIELD SHALL BE ASSEMBLED PRIOR TO USE IN EXCAVATION: ' <br /> PACIFIC •TR' NCH SAFE <br /> TY C001 • INC. <br /> •; r i.? LODI <br /> SANTA CLARA <br /> tit <br /> �" t W!1 <br /> " ' STEEL PLATES ' ' SANTA ROSA <br /> Y s SHIELDS O 276-7033HYORAUUC SHORING <br /> (800) 713-7033 : PLUGS <br /> e�r�►,ti�� nnE 10' .Y' X20' ;I� ,B" `HE5 Fly DU?'Y SHIELD 8 RIB <br /> `r 00 NOT SCALE <br /> jDRA"N <br /> fUW4W ARVAVXZMM DRAWINGZo2l <br /> * JO 7 I ..rt M R I f OJIQhAOS •J Q�J <br /> Tim![ ORA*M/0!ANO ![Q1CA11012 All! TIR'pn0►[R1Y•6orTlO)If Ot Rr.i NR AMO MOT K U3 0 ow AMY 004! ■Olsc cartt►T IT <br /> 'ArA M1�11R,trr/A4 a AOMFi1KJlT MTM�.T.t OM;. NMTM" 9 A TMtt M�JCIKJIR OVEO i0 AMO IYLL K Mr>ArIO OM 1Q JO!!IL <br /> r-W wv tT�a>*� AMY OIOCRA�NC'f llAtl K MOUiIi TO MC OI F•.f.>R NC rRYOA TO ODIIIRMpKy AMY•DML <br /> X <br />
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