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GUT (E) SURFACE PATCH $ FINISH (E) SURFACE <br /> STRAIGHT 4 TRUE TO MATCH (E) SURFACE <br /> �6 <br /> VERDE DESIGN <br /> 3" <br /> 3 12" (TYP) I 2 O 3 4 <br /> O O �` O O LANDSCAPE ARCHITECTURE <br /> 24" 'V` '�-�� '�-�� � SPORT I PILANNING& D SIGN <br /> L ENGINEERING <br /> NATIVE MATERIAL AT 3O„ � �sSia., �\ti 8`3��" 1843 Iron Point Rd #140 <br /> Q5% COMPACTION; IF COVER ASSEMBLY ') o COVER ASSEMBLY <br /> ALLOWED BY SOIL FULL TRAFFIC FULL TRAFFIC, Folsom,CA 95630 <br /> REPORT, OTHERWISE 36" s, �� tel: 916.415.6554 <br /> IMPORT SUITABLE \,��\ 81017-51JH BOLT DOWN 7.°e BI324-51JH BOLT DOWN fax:408.985.7260 <br /> MATERIAL TO 12 1211 www.VerdeDesignlnc.com <br /> ACHIEVE c15% <br /> COMPACTION. 0000 OOO <br /> SAND @g5% <br /> O COMPACTION STAMP <br /> BOX TRAFFIC BOX 000 000 0 TRAFFIC <br /> -pNDSCA <br /> GHRISTY No. 151017 GGISTY BI324 <br /> co L <br /> af <br /> OOO <br /> d 1211 <br /> 12" No. 4089 <br /> az 00 0 <br /> 000 <br /> O O 12" MIN W n <br /> 3" P.TY <br /> igna ure <br /> 0 <br /> w <br /> 00 0 <br /> EXPIRATION DATE <br /> o 00 <br /> �� JULY 2021 <br /> U <br /> N <br /> 0 PROVIDE MINIMUM 8" BEDROCK OF DRA NIAGE GRAUB" BEDROCK OF qTF OF <br /> o DRAINAGE GRAVEL. CAL <br /> a 3" A5 REQUIRED 6" A5 REQUIRED I2" 6" 3" NOTES. NOTES: CONSULTANT <br /> o POWER SECTION CONDUIT 5IGNAL SECTION CONDUIT MIN SEWER GAS WATER "FEV� <br /> w LINE LINE LINE I. HIGH DENSITY REINFORCED CONCRETE BOX WITH NON-SETTING SHOULDERS POSITIONED I. HIGH DEN5ITY REINFORCED CONCRETE BOX WITH NON-5ETTING SHOULDERS P051TIONED o j WARNING TAPE MARKED "POWER" TO MAINTAIN GRADE AND FACILITATE BACK FILLING. APPROXIMATE DIMENSIONS SHOWN. TO MAINTAIN GRADE AND FACILITATE BACK FILLING. APPROXIMATE DIMENSIONS SHOWN.2.ALL CONDUITS SHALL ENTER FROM 5IDE5 OF PULL BOX. CONTRACTOR SHALL PROVIDE 2.ALL CONDUITS SHALL ENTER FROM SIDES OF PULL BOX. CONTRACTOR SHALL PROVIDE <br /> ZO WARNING TAPE MARKED "5IGNAL" NOTES: PULL BOX EXTENSION A5 REQUIRED. NO CONDUITS SHALL BE ALLOWED FROM THE BOTTOM PULL BOX EXTENSION A5 REQUIRED. NO CONDUITS SHALL BE ALLOWED FROM THE BOTTOM E16890 <br /> o OF THE PULL BOX. OF THE PULL BOX. N <br /> I. ALL ELECTRICAL TRENCH WORK SHALL BE THE RESPONSIBILITY OF THE * Exp. 06/30/21 <br /> W ELECTRICAL CONTRACTOR. 3.CONTRACTOR SHALL STACK CONDUITS A5 REQUIRED TO MEET THE NEC, CODE REQUIREMENTS. 3.CONTRACTOR SHALL STACK CONDUITS AS REQUIRED TO MEET THE NEC CODE REQUIREMENTS. �, <br /> > O WARNING TAPE MARKED "GAS" <br /> a 2. MINIMUM SPACING BETWEEN CONDUITS 15 3". 4.PROVIDE BELL EN05 ON ALL CONDUIT. 4.PROVIDE BELL ENDS ON ALL CONDUIT. <br /> 2. <br /> o O WARNING TAPE MARKED "WATER" 3. SEE SITE/FLOOR PLANS AND SPECIFICATIONS FOR CONDUIT REQUIREMENTS. 5.PROVIDE 5" CONCRETE SLURRY AROUND BOX. 5. PROVIDE 5" CONCRETE SLURRY AROUND BOX. <br /> UJI <br /> 0 6.ALL PENETRATIONS INTO BOXES SHALL BE SEALED WITH GROUT. 6.ALL PENETRATIONS INTO BOXES SHALL BE SEALED WITH GROUT. <br /> O WARNING TAPE MARKED "SEWER" <br /> a <br /> Of <br /> 0 <br /> 0 <br /> w <br /> U <br /> 0 <br /> of af TYPICAL JOINT TRENCH & DUCT BANK DETAIL 151017 ELECTRICAL VAULT r3 B1324 ELECTRICAL VAULT <br /> American Consulting Engineers <br /> W E7.1 NOT TO SCALE (FULL TRAFFIC COVER) E7.1 NOT TO SCALE (FULL TRAFFIC, COVER) Electrical Inc. <br /> E7.1 NOT TO SCALE <br /> m <br /> 1590 The Alameda, Suite 200 408/236-2312 <br /> Q San Jose, Ca 95126 Fax: 408/236-2316 <br /> W JOB # E19147.00 <br /> V) <br /> z <br /> a <br /> CL <br /> of <br /> 0 <br /> z <br /> w <br /> M <br /> cWa <br /> z <br /> a <br /> a <br /> N <br /> z <br /> U <br /> Ld <br /> N <br /> N <br /> Q <br /> 2 <br /> U <br /> V) <br /> N <br /> O <br /> w <br /> z <br /> 0 <br /> z <br /> F_: <br /> �8.. <br /> 0 <br /> a 93 <br /> C) <br /> CL <br /> w O <br /> x <br /> 0 �'' o COVER ASSEMBLY SHEET TITLE <br /> FULL TRAFFIC <br /> UJ <br /> 82436-52H BOLT o Si GHRISTY 83048-53JH <br /> 3b DOWN 'S\�`° s <br /> z 12 H/20 TRAFFIC RATED ELECTRICAL DETAILS <br /> Z i COVER ASSEMBLY, <br /> a ��\\ 12" BOLT DOWN <br /> 0 TRAFFIC BOX <br /> N CHRISTY No. 152436 <br /> D <br /> 0 <br /> 0 CHRI5TY 63048BOX H/20 PROJECT NAME <br /> Ld a_ RATED TRAFFIC BOX <br /> 0 <br /> J <br /> W <br /> W <br /> 12" <br /> NATIVE MATERIAL @ g5% COMPACTION. <br /> a „ 310" SPLICE BOX LID OTHERWISE IMPORT SUITABLE MATERIAL FRANKLIN HIGH SCHOOL <br /> 0 12 ��0° ° 12" TO ACHIEVE g5% COMPACTION. ATHLETIC IMPROVEMENTS <br /> w PROVIDE MINIMUM S" BEDROCK OF GHRISTY 83048X12 H/20 <br /> TRAFFIC, BOX EXTENSION, WARNING TAPE <br /> Q DRAINAGE GRAVEL. QUANTITY AS REQUIRED °Uj <br /> ° 3 4/ 24" <br /> 0 BY DEPTH ' <br /> /s <br /> w PROVIDE MINIMUM 5" BEDROCK OF MIN <br /> Uj <br /> 3 DRAINAGE GRAVEL. <br /> 2'-6" PROJECT ADDRESS <br /> a 41 /10215" 'Zy� y� CONDUIT <br /> 4600 E. FREMONT ST. <br /> NOTES: NOTES: O O <br /> N I. HIGH DENSITY REINFORCED CONCRETE BOX WITH NON-SETTING SHOULDERS POSITIONED 1. HIGH DEN5ITY REINFORCED CONCRETE BOX WITH NON-5ETTING SHOULDERS P051TIONED y y� y y� „ SAND BEDDING STOCKTON CA 95215 <br /> 0 TO MAINTAIN GRADE AND FACILITATE BACK FILLING. APPROXIMATE DIMENSIONS SHOWN. TO MAINTAIN GRADE AND FACILITATE BACK FILLING. APPROXIMATE DIMENSIONS SHOWN.Uj <br /> y 3 <br /> 2.ALL CONDUITS SHALL ENTER FROM SIDES OF PULL BOX. CONTRACTOR SHALL PROVIDE 2.ALL CONDUITS SHALL ENTER FROM SIDES OF PULL BOX. CONTRACTOR SHALL PROVIDE O O <br /> > PULL BOX EXTENSION AS REQUIRED. NO CONDUITS SHALL BE ALLOWED FROM THE BOTTOM PULL BOX EXTENSION AS REQUIRED. NO CONDUITS SHALL BE ALLOWED FROM THE BOTTOM VAULT <br /> o OF THE PULL BOX. OF THE PULL BOX. REFER DRAWING E1.1 FOR LOCATION. <br /> } 5.CONTRACTOR SHALL STACK CONDUITS A5 REQUIRED TO MEET THE NEC CODE REQUIREMENTS. SHEET NOTE #6 GALLS OUT TRAFFIC 3" SUBMITTAL DATE <br /> 3.CONTRACTOR SHALL STACK CONDUITS AS REQUIRED TO MEET THE NEC CODE REQUIREMENTS. RATED LID. <br /> 4.PROVIDE BELL ENDS ON ALL CONDUIT. 4.PROVIDE BELL END5 ON ALL CONDUIT. A HEAVY DUTY REINFORCED CONCRETE BOX WITH STANDARD DD/50% SUBMITTAL 03/06/2020 <br /> Uj <br /> 5. PROVIDE 8" CONCRETE SLURRY AROUND BOX. 5. PROVIDE 8" CONCRETE SLURRY AROUND BOX. KNOCKOUTS AND PULLING IRONS MADE IN CONFORMANCE WITH <br /> P G E REQUIREMENTS. DSA 100% SUBMITTAL 05/01/2020 <br /> Z 6.ALL PENETRATIONS INTO BOXES SHALL BE SEALED WITH GROUT. 6.ALL PENETRATIONS INTO BOXES SHALL BE SEALED WITH GROUT. <br /> z <br /> r <br /> M <br /> 0 <br /> Uj0 <br /> 0 <br /> Uj <br /> z z B2436 ELECTRICAL VAULT 153048 TRAFFIC BOX DETAIL 3' X 5' ELECTRICAL VAULT TYPICAL TRENCH DETAIL <br /> 1 o NO. REVISIONS DATE <br /> 0 E7.1 NOT TO SCALE (FULL TRAFFIC COVER) E7.1 NOT TO SCALE (FULL TRAFFIC, COVER) E7.1 NOT TO SCALE E�•1 NOT TO SCALE <br /> Nw <br /> MIX} 0 <br /> m WZ�O <br /> 0 <br /> l--0 Z <br /> W <br /> WN <br /> Ld� <br /> a_X <br /> ww <br /> Z� <br /> ww <br /> 0z QLL,0� <br /> ~3 <br /> <1 <br /> U_I <br /> 00 A <br /> z= <br /> N <br /> Z <br /> J <br /> w <br /> 0o DRAWN BY CHECKED BY <br /> aQ <br /> �3 MG SB/ SF <br /> WW <br /> (n DATE ISSUED SCALE <br /> M <br /> o <br /> 05/01 /2020 AS NOTED <br /> zX <br /> W IL <br /> PROJ. NO. <br /> aafz <br /> z <br /> (N Q <br /> N0 1911000-1211 <br /> Uj <br /> OZ <br /> SHEET NO. <br /> N F- <br /> waf <br /> E7. 1 <br /> _j 0OF <br /> <C) <br /> DRAWING NAME: \\ACEEDC2\projects\projects\Year 2019\E19147 Franklin HIS Additional Athletic Improvement\ATHLETICS (Ball Fields & POOL)\E7.1_Electrical Details.dwg <br /> PLOT DATE: 04-30-20 PLOTTED BY: sbuhay <br />