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HomeMy WebLinkAboutB17-1315 000-000-000E L� FOLD C 0 A �656L02 INV EL 374.5' 12 O I I 2 I W: 3 4 I 5 LL I 6 I 7 I U. 8 BENCHMARK N=2292276.39 E=6698346.46 EL 393.85' O .1 10 t! \ ►oeI ,p, r 13 t ' I J 1► /' rsrl • � .' /iii► �Jl/� ,,• o T INV EL I © / Q,'� c�'o 373.1' 15 /i/,-- 1►'/l /' _ 4 \ \ \ 1 \4 Ln C3 14 olj r / ��� /i / � �\ iii rr// / 1 `�� ��� \ � ` r ► I / I I ♦ � �� , �,+ / \\ i iiif ii 11 � � 1 I � \ \\\ ► i i $401- C-) �' � t � � ► ' • iii/ /i, r / QQ � , ; t / I I i i � \ , I�, 1 • 1 ill/ /, /i / / \\ I I ► /1, l I , 1 1 O 1�1 /O /' / ////,fib , ,' p• I 1 / /,////,// / , / � // I / © ► O • I, \ ZI lel d of / ` / �/ .• /: Q elJ°��Rp� ��'J //i��lii /' /' / /�� 1 I__,� /ir / ,� ,/ � /,l ! /� \ 1J ..� O \ / r/ /r / ♦ t cl r► \ / ori/,�1i/ • 1of e / // /� / , , �,/ --• 1 Oji♦ / !i/�'//' • •. l r l/i � I \ ,' � ♦ l O `\ , f 11 lrl, • ,' / ,' ,e,, / \_ `\ /`-\ �-.. \ ' 1 O ♦ ��I / 1f 11/of // • /moi e • • _ i _-t♦ //� p `\�/ \�I if of 4w l4p 'e - if ,' \ r /� ill/ / I I i ' ♦ • • / / • / f\ / \\ _ \j CID► \��♦ ill/l �,� 1 / I I t 41, •----- �,, i \�`� r/ ,/ 30.0 / i ��l i t�--i • • e • /i % lei i 0 \\ O ,,_1 .'� / �' - �� iii/i/r'r \ i 1 / / i/ i I I 1 \`-♦ \ -_� `----------- ' / ' / \4 ����_� - _ ,'i ///,/ ' ►1 �/ �\ I / / 1 /V / --_ `--,� i-- ___� \ J / `- = -._-' iii /► f � / / `�\ � i^../ l � /% / � � `� / L "N `\ \ / - /-- -.\ -_- \- 38 6 i/���/� \\ I ---- -� ------ --' ---- --- \ 7 Q) Gq TF / II 7 / / / / FOR QUESTIONS ON REV A OF THIS DWG CALL BRAD HOY AT 909-348-1104 �... VAI/CL7 unoADKHANIAT 925-785-9216 0 50 100 150 200 250 11111111111 I I 1 I 1 SCALE: I " =50' -0" RECORD INDEX BUSINESS LINE: SUBSTATION & TRANSMISSION STATUS: ACTIVE FACILITY NAME: PALERMO SUBSTATION FACILITY COMPONENT: SUBSTATION FACILITY TYPE: SUBSTATION UNIT: 230kV DRAWING TYPE: FENCE PLAN DISCIPLINE: CML REV DATE o; 2 LL; 3 DESCRIPTION JOB NO 4 PLAN 1 " =50' -0" CHKDISUPVI APVD 395 Lly A (p t9 I'I JISSUED FOR PERMIT 740099551 SBH I NJM I PCC 10TAJ REV DATE DESCRIPTION JOB NOJU�"� ICHKDISUPVI APVD DW 56 7 L6. I W.O. 74009955 1 REV. 1 DSG DWN CHKD SUPV APVD APVD DATE 8 9 1 10 NOTES I. EXISTING FENCE SHALL BE REPLACED WITH NEW FENCE (APPROXIMATELY 2,540 FT LONG, 10' HIGH, 3/8" MESH FABRIC) PER 3018947 THRU 3018950. PROVIDE 12" WIDE, 18" DEEP 2 SACK CEMENT SLURRY BARRIER BENEATH ENTIRE FENCE LENGTH. 2. TEMPORARY FENCE SHALL BE INSTALLED AS REQUIRED FOR SECURITY AT ALL TIMES DURING CONSTRUCTION. TEMPORARY FENCE SHALL BE GROUNDED PER PG&E GROUNDING STANDARDS. 3. ABANDONED FOUNDATIONS WITHIN 20 FT OF NEW FENCE SHALL BE COMPLETELY REMOVED. 4. COORDINATE WITH PG&E CIVIL RE ON DRAINAGE IMPROVEMENT PROJECT FOR ALL QUESTIONS RELATED TO THAT PROJECT SCOPE (J.O.# 74008801). 5. MINOR GRADING WORK ALONG FENCE PERIMETER SHALL BE PERFORMED AS REQUIRED TO PROMOTE ADEQUATE DRAINAGE ALONG NEW FENCE ALIGNMENT. 6. MAIN ENTRANCE DOUBLE SWING GATE SHALL BE REPLACED WITH NEW 22 -FT WIDE MOTOR OPERATED SLIDING GATE, 10' HIGH, 3/8" MESH FABRIC. SEE DWGS 3018949 & 3018950 FOR SECTIONS AND DETAILS. 7. MOTOR OPERATED SLIDING GATE SHALL BE OPERABLE WITH CARD KEY READER FROM OUTSIDE THE STATION. GATE SHALL BE OPERABLE BY ROADWAY DETECTOR LOOPS AND CARD KEY READER FROM INSIDE THE STATION. 8. NEW BOLLARDS SHALL BE INSTALLED FOR PROTECTION OF NEW CARD READERS. 9. ASPHALT SHALL BE REPAIRED TO ORIGINAL CONDITION AFTER INSTALLATION OF LOOP DETECTORS. 10. EXISTING AUXILIARY GATE SHALL BE REPLACED WITH NEW 12 -FT WIDE SINGLE SWING GATE. 11. NEW 4 -FT SINGLE SWING MAN GATE SHALL BE PROVIDED AT MAIN ENTRANCE. 12. CONCRETE LINED DITCH SHLL BE PROVIDED PER SECTION H, CDS 041838. DITCH SHALL BE 4' WIDE AND I' DEEP. EDGE OF DITCH SHALL BE 3' MINIMUM FROM FENCE. 13. RIP -RAP SHALL BE INSTALLED AT END OF CONCRETE DITCH FLOW LINE. RIP - RAP SHALL BE 6" DIAMETER AND UNDERLAIN WITH CLASS B RSP FABRIC. INSTALLATION SHALL BE IN ACCORDANCE WITH CALTRANS 2015 STANDARD SPECIFICATION SECTIONS 72.2.02B AND 72.2.02C. 14. FOR FENCE SECTIONS AT SWALE CROSSINGS, SEE DETAIL 3, DWG 3018948. 15. FOR FENCE SECTIONS AT STEEP SLOPES, SEE DETAIL I, DWG 3018948. 16. AT MAIN ENTRANCE GATE, THE FOLLOWING SIGNAGE SHALL BE PROVIDED: ES 028391 (NAME PLATE), ES 054031 (DANGER), ES 038199 (PRIVATE PROPERTY). 17. AT 100 FT INTERVALS ALONG NEW FENCE ALIGNMENT, THE FOLLOWING SIGNAGE SHALL BE PROVIDED: ES 054031 (DANGER), ES 038199 (PRIVATE PROPERTY). 18. BENCHMARK FOR THIS PROJECT IS A FD BRASS DISC AT SURVEY LOCATION 101. 19. COORDINATES ARE IN THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 2. REFERENCES DWG NO FENCE AND GATE REQUIREMENTS, 10 -FT HIGH, 3/8" MESH FABRIC ------- 3018947 FENCE AND GATE REQUIREMENTS, SPECIAL CASES -------------------- 3018948 SLIDING GATE REQUIREMENTS, 10 -FT HIGH, 3/8" MESH FABRIC--------- 3018949 SLIDING GATE SECTIONS -------------------------------------_3018950 TOPOGRAPHIC SURVEY, TIER 4 & 5 SECURITY PROJECT ----------------- SE -128 FENCE LINE COORDINATES POINT NORTHING EASTING LENGTH A 2291639.14 6697370.76 207.1' B 2291830.07 6697451.06 207.1' C 2292020.99 6697531.36 135.2' D 2291968.44 6697655.42 162.3' E 2292117.23 6697718.30 294.6' F 2292002.45 6697990.37 294.6' G 2291887.91 6698261.76 210.9' H 2291693.70 6698179.70 210.9' J 2291499.48 6698097.64 34.4' K 2291480.75 6698068.63 189.2' L 2291499.92 6697880.95 165.0-"'" M 2291559.89 6697739.20 165.0' N 2291628.83 6697575.85 68.9' P 2291564.52 6697548.68 1 195.1'nA TOTAL LINEAR FEET = 2,540' CIVIL IMPROVEMENT COORDINATES POINT NORTHING EASTING Q 2291618.99 6697624.89 R 2291609.12 6697596.84 S 2291641.08 6697366.15 T 2292022.93 6697526.75 CIVIL SITE PLAN SUBSTATION SECURITY UPGRADE PALERMO SUBSTATION DEPARTMENT OF ENGINEERING PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 9 ;T '9B y 0�/ELOPM_Ei T �FPVICES BUTTE COUN pilEklI E WE FOR \9C E FOLD C m D z Lo z Z C) - 90 o v ; N 1'q 1t9111 ,s, APPLIES TO REV A ONLY SCAN I I IC BILL OF MATL DWG UST SUPSDS SUPSD BY SHEET NO SHEETS 3019593 a 10 I -_ o; L -b69 L OC 1 2 4; 3 4 5 6 7 8 9 10 RAZOR WIRE ILL MATERIAL NOTES MAT' L 300 NOTE 5;K 01 Q /''1IN I MIN 0 I. ALL COMPONENTS FOR A GIVEN SUBSTATION SHALL BE FURNISHED BY THE . z' . - I RAZOR WIRE SAME SUPPLIER V -TYPE qS0 V -TYPE MAXI MAX SEE MAT' L EXTENSION V SHAPED BARBED WIRE TOP TENSION WIRE ;<-:�;:: _,. -� NOTE 5 2. STEEL PIPE USED FOR POSTS, RAILS, BRACES AND GATE FRAMES SHALL ARMS, TYP (6) STRANDS, TYP ARMS, SEES CONFORM TO THE SPECIFICATIONS OF ASTM A53 GRADE B (35 KSI STEEL) , SEE GEN' L GEN' L NOTE 5 SCHEDULE 40 (U. O. N.) AND SHALL BE HOT DIP GALVANIZED PER ASTM A123. NOTE 5 SECURE FABRIC TO ALL ALTERNATIVELY, THE FOLLOWING GRADES OF GALVANIZED SCHEDULE 40 STEEL BRACE RAILS WITH STEEL E BRACE RAIL PIPE 11/2 STD 3 PIPE SHALL BE ACCEPTABLE FOR USE: I II TIES @ 12" 0. C. , TYP(1.90" 0. D. ) FOR ALL BAYS A /S MESH (A) 6" DIAMETER PIPES OR SMALLER, USE GROUP IA, HIGH STRENGTH E I11 X/8 HEAVY WEIGHT ,_,-, LINE PIPE PER ASTM F-1083 (83 KSI STEEL) . STEEL TENSION BANDS POST (B) GREATER .THAN 6 .DIAMETER PIPES, USE GROUP IA, INTERMEDIATE AT TERMINAL POSTS 9 GA. WIRE TIE OUTSIDE STRENGTH PIPE PER ASTM *F-1083 (50 KS F STEEL). @ 8" 0. C. , TYP FABRIC AT LINE I SUBSTATION ALL PIPES DELIVERED TO SUBSTATION SHALL HAVE THE APPROPRIATE ASTM PIPE 11/2 STD POSTS @ 12" 0. C. BRACE i MARKING ON THEM BY THE MILL. (1.90 0. D. TYP RAIL' 3. HARDWARE, EXCEPT TIE WIRE AND BARBED WIRE SHALL COMPLY WITH ASTM (4PIP'E 4 DTD PIPE 131/2 STD � SECTIONrA� A153 FOR GALVANIZED COATING. 4.00 0. D. rn 4, BARBED WIRE SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A121 TERMINAL POSTS -� 3 MESH LINE POSTS, TYP SEE GEN' L NOTE 6 1 1 �4 11 = I ' -0 ''� CLASS 1. IT SHALL CONSIST OF TWO STRANDS OF 121 GAGE WIRE AND MAT' L NOTE 8 I I GA. , TYP TWISTED WITH 4 POINT, 14 GAGE BARBS SPACED AT 61 0. C. USE ASTM A121 - SEE MAT'L 2 NOTE 6%"0 ROD & CLASS 3 FOR SUBSTATI ONSLOCATED IN COASTAL A AL REGIONS. ' ADJUSTABLE BRACE RAIL PIPE 11/2 STD 5. INSTALL (1) ROLL OF GALVANIZED STEEL RAZOR WIRE WITH STAINLESS v - TAKE-UP (I . 90" 0. D.) FOR ALL BAYS STEEL BLADES. THE ROLL SHALL BE 18" DIAMETER WITH COIL CYLINDERS FINISHED ASSEMBLY 2 RAZOR WIRE 300 �2 SPACED AT 4.5" 0. C. THE ROLL SHALL BE SECURED TO ALL OF THE @ TERMINAL & SEE MAT L M GRADE -� 2 I N BARBED WIRES AT A MAXIMUM OF 4.5" SPACING. GATE POSTS NOTE 5 j qso ' • ° ° ° ° ° MAX i' 6. PANELS SHALL BE FABRICATED FROM I I GAGE STEEL WIRE. THE SIZE OF �►= ° o ° ° ° �� ° ° �►� = I i MESH SHALL BE % , AND SHALL HAVE KNUCKLED SALVAGE ON THE TOP AND S. D ° K ee° seeBOTTOM. FABRIC SHALL BE COATED WITH EITHER Z I NC, OR ALUMINUM AS D z I SPECIFIED HEREIN AND IN THE CONTRACT: OUTRIGGER I- p e w POST �. �p I- ae,o •, �°ee°..° , . 9 SEE (A) ZINC -COATED STEEL CHAIN-L.I NK" FENCE FABRIC SHALL CONFORM TO r �U' GATE GEN' L NOTE 8 z ASTM A392 AND SHALL HAVE A CLASS I ZINC COATING. w nom- 2 " WIDE X FRAME (B) ALUMINUM -COATED STEEL CHAIN-LINK FENCE FABRIC SHALL CONFORM Al 18 DEEP a %if MESH TO ASTM A491 (2) . - (2) SACK_ AUGERED iE BELOW GRADE FOOTING, - GATE SWING I OUTSIDE 7. FOR SUBSTATIONS LOCATED IN COASTAL REGIONS, ALL FENCING COMPONENTS SLURRY BARRIER - TYP "' SIDE SUBSTATION SHALL HAVE HEAVY GALVANIZATION AS SPECIFIED BY PG&E CIVIL ENGINEER. n> 1 -8 0 ;,� 1 -4 0 rn >- 1 -4 0 ~ 10'-0" MAX ~ 10'-0" MAX ~ 8. AS OF MAY -3-2017, PG&E HAS AN OVERSTOCK OF 1100 PIECES OF 6" rE TYP �rE TYP �' DIAMETER X 21' LONG STANDARD PIPES STORED AT TESLA SUBSTATION. TERMINAL POST LINE POST LINE POST CONTRACTOR SHALL UTILIZE THESE OVERSTOCK PIPES FOR TERMINAL POSTS SECTION B 2 (I N -L I UE OF 4" DIAMETER STANDARD PIPE TERMINAL POST) UNTIL THIS TYPICAL FENCE ELEVATION I Y4 11 - I 1 -011 s OVERSTOCK IS DEPLETED. (LOOKING FROM INSIDE OF SUBSTATION) ,J. Y2„=I , _p„ GENERAL NOTES I. FOR ALL OTHER DETAILS NOT SHOWN ON THIS DRAWING, REFER TO ES 059659 DOME CAP GATE LEAF (13'-0" MAX WIDTH) (pz "V" SHAPED BARBED HALF HSS6X2X3/6 THROUGH 059665, LATEST REVISION. WIRE (6) STRANDS x (A500 GR. B) 2. CONTACT PG&E CIVIL ENGINEER WITH ANY QUESTIONS. FCLID FOLo SYMM W/ OUTRIGGERS, a4 GALVANIZED EQUAL EQUAL GATE SEE GEN' L NOTE 8 C :':, I F I N I SHED AGGREGATE 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT j GRADE SURFACE OR 28 DAYS AND SHALL CONFORM TO ACI 318, LATEST REVISION. REINFORCING J; ,f , ,t ,-J f, ,` .` ;, ,' ;• - - - : STEEL SHALL BE ASPHALT ASTM A615, GRADE 60 11/4 OUTSIDE j �' 1'-p" 4. CHAIN-LINK FABRIC SHALL BE STRETCHED AND SECURELY FASTENED TO RAILS � d - WI TH T I E WIRES. Z O� SUBSTATION j j (2) %110X6" - TYPpp j NELSON STUDS 1,- 5. 6 ROWS OF BARBED WIRE SHALL BE INSTALLED ON "V" TYPE EXTENSION % MESH GATE FRAME j 0 0 ARMS. EACH WIRE SHALL BE PULLED TAUT. WIRE SHALL BE ATTACHED TO r� PIPE 11/2 STD j END, CORNER & GATE POSTS WITH WIRE STRETCHING BANDS. SECT I ON ( I . 90" 0. D. ) , 1"X/8" HEAVY WEIGHT 3 I1 _ 1 _ 11 TYP 3/g" 0 TRUSS TENSION BANDS 6. CHANGES IN LINE WHERE THE ANGLE OF DEFLECTION EXCEEDS 300 SHALL BE /4 - 1 p ROD, TYP j @ 6" 0. C. , TYP SECT I ON C CONSIDERED AS CORNERS AND TERMINAL POSTS SHALL BE INSTALLED. 3 11 J, PROVIDE TERMINAL POSTS EVERY 200--0" OF FENCE, MAX. BRACE RAIL PIPE 11/2 STD j /4 =I 0 ( 1 .9011 0. D. ) FOR ALL BAYS I 7. EXPOSED TOP SURFACE OF CONCRETE POST FOOTINGS SHALL BE STEEL j TROWELED TO A SLOPE TO PROVIDE A NEAT APPEARANCE AND TO SHED WATER. -All0 I " X1/8" HEAVY WEIGHT STEEL 10 8. OUTRIGGERS SHALL BE INSTALLED AT GATE ON THE SIDE OPPOSITE TO THE TENSION BANDS AT GATE POSTS PIPE 1'14 STD___/ REFERENCE SWING. INSTALL ONE OUTRIGGER VERTICALLY AND ONE 30° FROM THE @ 8" 0. C. , TYP (1.66" 0. D.) I 1 . PROPERTY FENCE....... . VERTICAL. 8 TYP @ MID STANDARD CANE BOLT ES 059659 ES 059663 B ( 3 ) HEAVY HE I GHT AND GATES ES 059660 ES 059664 9. REFER TO DRAWING 3018948 FOR FENCE "SPEC I AL CASES" DUTY HINGE GATE FRAME ES 059661 ES 059665 ASSEMBLIES PIPES TO BE SECURE FABRIC TO ES 059662 10. FOR FENCE GROUNDING REQUIREMENTS, SEE DRAWING 020607. WELDED ALL PADLOCKS RAILS WITH STEEL GATE POSTS, USE: AROUND, TYP 2. ELECTRIC SUBSTATION .................. 3018948 1 1 . FOR SIGNAGE OF THE FENCE, REFER TO DRAWINGS 028391, 0540319 PIPE 6 STD ( USE: 0. D.) TIES @ 1211 0. C. , TYP FENCE AND GATE REQUIREMENTS, SPECIAL CASES AND 038199. NER�rIhf 1 �UTTECOUNTYDEVELOPMENTSERI nr7c FOR GATES < 20 FT _/L6 REVIEWED F � PIPE 8 STD t 8.63" 0. D.) F I N I SHED GRADE DESIGN CRITERIA r OWFL��,% FOR GATES > 8. FT 3. ELECTRIC SUBSTATION .................. 3018949 .SOD °•° SLIDING GATE REQUIREMENTS - I . DESIGN IS IN ACCORDANCE WITH 2O1r6 ° -• °° GATE IS OVER - • - o �►� °'°°'''' co 10 FT HIGH,3/g" MESH FABRIC CALIFORNIA BUILDING CODE AND ASCE 7- 10. °°�•o ASPHALTED ROADWAY e ° o.. 0 0 °° °°aa• ° f s e se °ee s - °° °ate• S. 1 x� �� AWHERE SLURRY BARRIER IS e e ! - 2 Q Al a NOT REQUIRED °° ° ° ° i i - 4. ELECTRIC SUBSTATION .................. 3018950 2. RISK CATEGORY: III ,��, ���,'�a Fye e � �e �° Qo Co SLIDING GATE SECTIONS - - 3" 16"1 3" 3. EXPOSURE CATEGORY: C 2 °n w t° w 2 SEE DETAIL 1 5. METHOD OF GROUNDING FENCES............ 020607 C046757 0-- �. 0- FOR INFO NOT SHOWN AND WIRE TRELLISES 4. BASIC WIND SPEED: VOLT - 1 15 MPH * 30 17 co KI C 6. NAME AND WARNING SIGNS................028391 5. BASIC LATERAL SOIL BEARING PRESSURE: C/V11. SWING GATE E L E VA.T .I- ON K*"_2 0. FOR SUBSTATIONS 054031 100 PSF/FT - FOR •CLASS 5 OF. MATERIALS �o /1 ( LOOK I NG FROM I NS I DE OF SUBSTAT I ON) ,J. 038199 PER TABLE 1806.2 OF 2016 CBC. M AfL1F0 • 7 A 1 -8 0 I 11 =I 1 _p 11 LATERAL BEARING PRESSURE WAS MULTIPLIED /7%7 A /2 BY 2 PER SECTION 1806.3.4 OF 2016 CBC. APPLIES TO REV 2 ONLY RECORD INDEX W.O. 74009955 REV. 1 r .ISCAN IC CIVIL BUSINESS LINE: SUBSTATION AND TRANSMISSION OSG R. MORFIN �' ELECTRIC SUBSTATION FENCE AND GATE BILL OF MATL STATUS: ACTIVE DWN R. MORFIN DWG LIST FACILITY NAME: VARIOUS SUBSTATIONS CHKD R. SERRANO t REQUIREMENTS (10 FT HIGH, 3/8" MESH FABRIC) SUPSDS r F FACILITY COMPONENT: SUBSTATION SUPV'" ` VARIOUS SUBSTATIONS SUPSD BY FOR QUESTIONS ON REV 2 OF THIS DWG FACILITY TYPE: SUBSTATION ADDED BELOW GRADE CONCRETE BARRIER AND 74009955 RM RS KM UNIT: VARIOUS 2 51 i7 �1 BOTTOM PIPE RAIL SHEET NO SHEETS APVO K. MORADKHANI DEPARTMENT OF ENGINEERING CALL KAMBIZ MORADKHANI AT 925-785-9276 I 3-24-17 APPROVED FOR CONSTRUCTION 7400995 RM RS KM APVD REV DRAWING TYPE: STRUCTURE PACIFIC GAS AND ELECTRIC COMPANY O '� S?V4 7 CALL R. MORFIN AT 925-328-6056 DISCIPLINE: CML REV DATE DESCRIPTION JOB NO CHKD SUPV APVD REV DATE DESCRIPTION JOB NO CHKD SUPV APUD DATE 3-24-17 SAN FRANCISCO, CALIFORNIA 3 2 3 4 5 6 7 d8 9 10 G; 2 0. 3 4 5 4: 6 7 08 9 0PACIFIC GAS & ELECTRIC COMPANYPALERMO ELECTRIC SUBSTATION SECURITY UPGRADE EREPLACEMENT OF EXISTING SUBSTATION FENCE WITH 10 HIGH SECURITY FENCE E STAGELINE ROAD/2 MILES WEST OF DRESCHER TRACT ROAD, QROVILLE, CA 95966 D D FOLD FOLD D C N m 0) tf i Z � z BCAJ B A A 1 2 0 3 4 5 0 6 7 9 10 0 8 -- - --- - - FT. APN #024-040-007 GENERAL NOTES VICINITY MAP SITE PLAN LIST OF DRAWINGS I. GENERAL � ���ro � ���' ,�,ry DWG. N O. TITLE 1. EXISTING CONDITIONS HAVE BEEN ESTABLISHED BASED ON REVIEW OF EXISTING DRAWINGS, FIELD SURVEY, AND � �} GENERAL INFORMATION VISUAL OBSERVATION OF THE JOB SITE. CONTRACTOR SHALL VERIFY GENERAL CONFORMANCE WITH THE �` DRAWINGS AT THE JOB SITE BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES TO THE OWNER'S PALERMO 3019592 ______ COVER SHEET REPRESENTATIVE.��'"' - � PLANS/DETAILS OF VARIOUS AFFECTED AREAS 2. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS NOTES AND DETAILS SHALL BE �.�.���-� o 3019593 ------ SITE PLAN BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 10—FT HIGH SECURITY FENCE DRAWINGS 3. DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL SUITABLE LOCATIONS .WHETHER SPECIFICALLY �� i� �� M •,. i ,- .: � .. •�,�.�,•.. R', 3018947 ______ ELECTRIC SUBSTATION FENCE &GATE CALLED OUT OR NOT.�,•�,:,�,,,,o_�,,: REQUIREMENTS .(l OFT HIGH, 3/8" MESH FABRIC) 4. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS, OR APPROVED SHOP--- I; 3018948 ______ ELECTRIC FUBSTATION FENCE &GATE DRAWINGS AND OBTAIN THE APPROVAL OF THE PROJECT ENGINEER BEFORE START OF WORK. 3018949 ______ REQUIREMENTS, SUBSTATION IASLID NG GATE 5. THE JOBSITE IS AN ENERGIZED SUBSTATION. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR REQUIREMENTS (10FT HIGH, 3/8" MESH FABRIC) ENERGIZED EQUIPMENT AND CIRCUITS, AND SHALL COORDINATE ALL WORK WITH PG&E'S ON—SITE REPRESENTATIVE ,;-� � ,, i; �-� _ �. • 3018950 ELECTRIC SUBSTATION SLIDING PRIOR TO COMMENCING WORK. • °` � -�- �--"�-� ______ GATE SECTIONS II. PROJECT DESCRIPTION &DESIGN OBJECTIVES P/L — S880 57' 0 I "W — I , 200.0' GRAPHIC SURVEY MAPS ---•----------•-----••--•----"—"—' SE -128 ______ TOPOGRAPHIC SURVEY, TIER 4 & 5 SECURITY IN ORDER TO IMPROVE THE SECURITY OF THIS ELECTRIC SUBSTATION, THIS PROJECT INVOLVES INSTALLATION OF T ---------- 1. .................................................. - ! NEW PERIMETER SECURITY- FENCES. PROJECT (3/17/17) III. SEISMIC DESIGN LOADS � X LOADING: ASCE 7-10 ; SITE CLASS: E RISK CATEGORY: III ! / S, = 0.612g S,. = 0.931g SMPAC -u. = 0.621g ! SWING GATE % r S, = 0.2678 S. = 0.7928 S„ = 0.5288 Y �'�' •°• ' \` PROJECT SCOPE OF WORK IV. WIND DESIGN LOADS \� °• \ -o ! .\, � •p .. . - .. /, BUILDING LOADING: ASCE 7-10 (CHAPTER 29) � i ���; , °• v + 1. REMOVAL OF EXISTING PERIMETER FENCE 0 RISK CATEGORY: III r ! �4 • • ° °�'\ ° /• / ! + 2. INSTALLATION OF 10 FT. HIGH PERIMETER SECURITY EXPOSURE: C ' ; •� . •°' p. ° \- .;� �• i ; z BASIC WIND SPEED = 115 MPH cn � • � \� / i � �_ FENCE (APPROXIMATELY 2,540 FT LONG) V. CODES AND STANDARDS ,�, ; •i ,p. o BUILDING /*� :\,\ •:'• •�. i — �2 I i a •• •\'\. _ PI-�tT # EGOUNTY U�rI��,©pti�.NT 7 - SERVICES 1. ACI 318 CONCRETE BUILDING CODE LATEST REVISION N ' SLJDING BUTS 2. AISC MANUAL OF STEEL CONSTRUCTION FOURTEENTH EDITION `� ! GATE / f ' • ' • ' \ � � � .. � .� 3. CBC CALIFORNIA BUILDING CODE — 2016 �' COD �— !� PROJECT DIRECTORY VI. GEOTECHNICAL INFORMATION GEOTECHNICAL REPORT N0. 65424.CWA93 SAC6R089 DATED FEBRUARY 13 2006 BY KLEINFELDER �^' � 1. GEOTECH / ' � PACIFIC GAS &ELECTRIC COMPANY STAGELINE ROAD, BUTTE COUNTY, CA 95966 245 MARKET STREET - SAN FRANCISCO, CA 94105 VII. MATERIALS 1. FOR REFRACTORY MATERIAL, CONCRETE, REBAR, STEEL, GROUT, AND ANCHOR BOLTS, SEE RELATED DRAWINGS. ! i PG&E PROJECT MANAGER: GARRETT McGUCKIN TELEPHONE: 916-203-3566 VIII. CAUTION r3I7-Ills +,:� E—MAIL ....... : G1 MF@PGE.COM 1. HIGH VOLTAGE AND CURRENT ARE PRESENT AT THIS FACILITY. ! ! ��4-040- ++;�I III 2. APG&E QUALIFIED REPRESENTATIVE MUST BE PRESENT WHEN ANY WORK IS TO BE PERFORMED. ! ! r>r�:Ii+Nr��,n 1: +'+:�(-1 +i;:�rr. r r254+I) PG&E ENGINEER OF RECORD: 3• ALL PERSONS MUST WEAR THE REQUIRED SAFETY GEAR WHEN INSIDE THE FACILITY AT ALL TIMES. c./zyrn►I' rc'I BRAD HOY 4• THE FACILITY CONTAINS ENERGIZED OVERHEAD AND UNDERGROUND LINES. CONTRACTOR SHALL � ! TELEPHONE: 909-348-1104N�EFFRFyq�F CONTACT USA PRIOR TO START OF WORK, IN ADDITION TO WORKING WITHIN SAFE WORKING DISTANCES OF OVERHEAD LINES. ' LEGEND E—MAIL....... : bradhoy@mesainc.com P/L - N88° 57' 01 "E - I , 200.0' � l 1 IX. FIELD SPECIAL INSPECTION —••—••—••—••—••—••—••—••—••• PG&E LEAD CIVIL INSPECTOR: -18 PROPERTY LINE RANDY BECKER 1. INSTALLATION OF FENCING DOES NOT REQUIRE SPECIAL INSPECTION. SITE PLAN s� civl%. 2. PG&E CIVIL INSPECTOR WILL VERIFY AND INSPECT PIER DIAMETER, DEPTH, AND PLUMBNESS175 ; AND TELEPHONE: 916-206-0665 OF CA1-�F 28 DAY STRENGTH OF CONCRETE BY CYLINDER TESTING. (N) SECURITY FENCE E—MAIL .......: R8Bo@PGE.COM N.T.S. APPLIES TO REV A ONLY RECORD INDEX W.O. 74009955 REV. 1 CIVIL SCAN IC DSG ��f BILL OF MATL BUSINESS LINE: SUBSTATION &TRANSMISSION TITLE SHEET srarus: ACTIVE DWN DWG LIST FACILITY NAME: PALERMO SUBSTATION CHKD SUBSTATION SECURITY UPGRADE SUPSDS FOR QUESTIONS ON REV A OF THIS DWG FACILITY COMPONENT: SUBSTATION SUPV PALERMO SUBSTATION SUPSD BY FACILITY TYPE: SUBSTATION UNIT: 230kV APVD � DEPARTMENT OF ENGINEERING SHEET NO SHEETS CALL BRAD HOY pr 909-348-1104 � DRAWING TYPE: TITLE SHEET A ISSUED FOR PERMIT 74009955 SBH NJM PCC APVD PACIFIC GAS AND ELECTRIC COMPANY REV CALL KAMBIZ MORADKHANI AT 925-785-9216 DISCIPLINE: CML REV DATE DESCRIPTION JOB NO CHKD SUPV APVD REV DATE DESCRIPTION JOB NO CHKD SUPV APVD DATE SAN FRANCISCO, CALIFORNIA 30195921 A E FBI FOLD C A S 69L02 I ll� 2 1 2. 3 4 rill - .1• ,i.� TERMINAL POST ry. LINE POST SEE NOTE 4 112" WIDE X 2\ 18" DEEP ( 2 ) SACK BELOW GRADE SLURRY BARRIER D'-0" MA TYP TERMINAL POST FENCE LINE PERPENDICULAR TO SLOPE HINGE (LOOKING FROM INSIDE OF SUBSTATION) %11 =1'-0" r- 12" CONCRETE SW1"' O N 0 I N �(E) SWALE I I SECTION A 3/811 =I 1 -011 RECORD INDEX BUSINESS LINE: SUBSTATION AND TRANSMISSION STATUS: ACTIVE FACILITY NAME: VARIOUS SUBSTATIONS FACILITY COMPONENT: SUBSTATION FOR QUESTIONS ON REV 2 OF THIS DWG FACILITY TYPE: SUBSTATION CALL KAMBIZ MORADKHANI AT 925-785-9216 UNIT: VARIOUS DRAWING TYPE: STRUCTURE CALL R. MORFIN AT 925-328-6056 DISCIPLINE: CML REV DATE 1 2 3 -OM RA I L 11/2 STD . )0" 0. D. ) AUGERED FOOTING NE POST ;FRED FOOTING 5 LINE TERMI POST 6 1 7 FENCE LINE PARALLEL TO SLOPE HINGE % 11 = I 1 -011 O O O I 12" CONCRETE SWALE W/ 115 @ 12" 0. C. EACH WAY TYPICAL FENCE AT DITCH (LOOKING FROM INSIDE OF SUBSTATION) 3/811=I 1 _011 2 1ADDED BELOW GRADE CONCRETE BARRIER AND 7400995 RM RS KM �li �►7 BOTTOM PIPE RAIL 1 3-24-17 APPROVED FOR CONSTRUCTION 74009942 RM RS KM DESCRIPTION JOB NO CHKD SUPV APVD REV DATE DESCRIPTION JOB NO CHKD SUPV APVD 4 5 6 7 LINE POST BOTTOM RAIL PIPE 11/2 STD (1.90" 0. D. ) /2\ W.O. 74009942 REV. 1 OSG R. MORFIN OWN R. MORFIN CHKD R. SERRANO .. SUPV APVD K. MORADKHANI D APVD DATE 3-24-17 4: 8 VI 10 GENERAL NOTES I. REFER TO DRAWING 3018947 FOR MATERIAL NOTES, GENERAL NOTES, DESIGN CRITERIA AND DRAWING REFERENCES. 2. REFER TO DRAWING 3018947 FOR INFORMATION NOT SHOWN. E 3. "L" REFERS TO THE PIER FOOTING EMBEDMENT OF LINE OR TERMINAL POSTS PER DRAWING 3018947. 4. DETAIL I IS LIMITED TO A MAXIMUM HILL SLOPE OF 450AS SHOWN. FOR STEEPER SLOPES, NOTIFY PG&E CIVIL ENGINEER FOR REVISED PIER FOOTING EMBEDMENTS. REFERENCE I. ELECTRIC SUBSTATION..... ................3018947 FENCE AND GATE REQUIREMENTS, 10 FT HIGH, % MESH FABRIC 2. ELECTRIC SUBSTATION... 3018949 SLIDING GATE REQUIREMENTS, 10 FT HIGH, %11 MESH FABRIC 3. ELECTRIC SUBSTATION..... ....... o ........... 3018950 SLIDING GATE SECTIONS rERIV111 # PUTTG COUNT`' DEVELOPMENT SERVICES RREVIEV E . FOR, CODE COMPLIANCE nATE { { CIVIL ELECTRIC SUBSTATION FENCE AND GATE REQUIREMENTS, SPECIAL CASES . VARIOUS SUBSTATIONS DEPARTMENT OF ENGINEERING PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 8 9 rom FOLD C (Npl- �VYC046757 Exp. �' '0 '00 CI _ • ���� A :O:REV 2 ONLY SCAN I I IC BILL OF MATL DWG LIST SUPSDS SUPSD BY SHEET NO SHEETS 3018948 2 10 �. i� 6VH LO0i 1 2 3 4 5 0: 6 7 0 8 9 10 W. FOR TYPICAL FENCING GATE OPTIONS "B" OVERALL LENGTH OF THE GATE IN CLOSED POSITION INSTALLATION DETAILS 10'-011 10'-0" B=30'-0", FOR 24'-0" CLEAR OPENING REFER TO DRAWING 3018947 11112"0 STD PIPE"C" FIXED POST SPACING I'D" OVERALL LENGTH OF TRACK BEAM SUPPORTS ( I.9" OD) C=26'-6119 FOR 24'-0" CLEAR OPENING GATE D=30'-011 FOR 24'-0" CLEAR OPENING i TOP RAIL BEAM I i ALL BAYS i "A11 CLEAR OPENING WHEN GATE IN OPEN POSITION 5'-0" 5'-0" 5'-0" 5'-01' 5'-0" 5'-01 1 10'-0" A=24'-0", FOR 24'-0" CLEAR OPENING GATE E 1 I I I I I I I I I FRONT FRAME OF SLIDING GATE o a WHEN IN OPEN E 00 0 l o f o f I I I I o f I o POSITION GENERAL T i i �i i i i i �i ;� E L NO ES o ui i a -j -- j LATCH POST i to w t w j & GATE FRAME POST �' i �' i I _5/8•: j i j j j 61 i a_ 1. FOR GENERAL NOTES SEE DWG 3018947 WHEN GATE IN L'' L'' OD PIPE L,, o -I I I I I I _ CLOSED POSITION MOTOR WHEEL a- � 0 2. USE HYSECUR I TY SL I DEDR I VER MODEL V) I ~ i i ! OPERATOR` ! TRACK ! N 50VF2 GATE OPERATOR SINGLE PHASE o o f I I t t o f t 208 VOLT. Ln LO FINISHED I i = i n -_ ~ i- -_� i- =i =i ~ I i Ln GRADE 1n _ = t i i i i = i i ,,r; 3. ALL DETAILING AND FABRICATION OF STEEL CONNECTIONS SHALL CONFORM TO THE i REQUIREMENTS OF ENGINEERING STANDARD i :. : ' i i i �. - i - i : i : i - i i `�: • :: SPECIFICATION 8 1 . i 11112 11 STD PIPE i i o i i i i i FhJ i I I 1.911 OD ), TYP 4. WELDING ELECTRODES SHALL BE E70XX (_' GRADE BEAM 950 `�'ffn 5. EXPOSED CONCRETE EDGES SHALL BE FINISHED 0 2 D i i i i i i WITH EDGINING TOOL. D � ! 950 I_c I I I I I I „ WxI „ SEE DRAWING " ~ (2) SACK SLURRY, 6. -FOR THE OPERAT'I ON •EQUIPMENT, CARD 'ACCESS GATE POST PIER 20''n CONTROL EUI PMENT, REFER TO "CORPORATE 3018947 FOR GATE POST M9' -611 DEEP BELOW GRADE SECURITY GATE EQUIPMENT INSTALLATION" LINE POST PIER PIER 20110 BARRIER, TYP INSTRUCTIONS DATED 5-2-2014 OR NEWER TYP 9'-6 DEEP ELEVATION('I'� , _ EDITION. 1/411 =I I -0„ THESE P I ERS SHALL BE 18"0, 6 3 DEEP `-rte 6" STD PIPE (6 5118110. D.) TERMINAL POST PIER 20" O SEE DRAWING 3018947 7. MIRROR IMAGE OF GATE OPENING TO THE LEFT GATE & MESH NOT LOOKING FROM OUTSIDE THE SUBSTATION 7'-0" DEEP FOR LINE POST PIER IS ACCEPTABLE. SHOWN FOR CLARITY MATERIAL NOTES B A 1. FOR FENCE AND GATE MATERIAL SPECIFICATIONS 950 950 SEE DWG 3018947. 811 MOTOR OPERATOR PAD GATE FRAME o GRADE WHEEL TRACK (TYP) 2. GRADE BEAM, CONCRETE STRENGTH SHALL BE 3,000 PSI, & GRADE BEAM I Ln 2' -6" AND REINFORCEMENT SHALL BE ASTM A6 1 5 GR 60. BEAM rn INSIDE OF SUBSTATION � SUBSTATION FENCING LATCH POST I = FOLo SUBSTATION FENCING o OGATE FRAME 3. AS OF MAY 39 2017, PG&E HAS AN OVERSTOCK OF 1100 N &GRADE qEAM PIECES OF 6" 0x2 I ' LONG STANDARD PIPES STORED AT 1 I I I I I ( TESLA SUBSTATION. CONTRACTOR SHALL UTILIZE THIS FOLD - —b-- ---------------------------- - - ...... ------'-<�-►---. _. - ---- - -- ---- --------------- OVERSTOCK FOR POSTS REQUIRED AT THIS GATE C Q------------- = _ ' �_ INSTALLATION UNTIL THE OVERSTOCK IS DEPLETED. rn GATE GROUNDING I t 10 II 21 _qll OUTSIDE OF SUBSTATION "C" FIXED POST SPACING 1 . SLIDING GATE GROUNDING PER ES 020607, SHEET 8. � d�- 10' -0" 10' -0" C=26' -6" FOR 24' -0" CLEAR OPENING GATE 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 10' -0" _' O) DESIGN CRITERIA "D" OVERALL LENGTH OF TRACK BEAM SUPPORTS MO D=30'-OHFOR 24'-0" CLEAR OPENING 1. FOR DESIGN CRITERIA SEE DWG 3018947 PLAN 2 REFERENCE 1114" = 1 ' -0' s 1. PROPERTY FENCE AND GATES .................... ES 059659 ES 059663 ES 059660 ES 059664 "B" OVERALL GATE LENGTH ES 059661 ES 059665 NOTES B=30'-OHFOR 24'-0" CLEAR OPENING GATE ES 059662 FOR BARBED WIRE INSTALLATION DETAILS 2. METHOD OF GROUNDING, FENCES ............................ ES 020607 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING o (5)(BAYS FOR FGATEATEGLTHGTB""BETWEEN 25' TO 30' REFER TO SECTION B OF DRAWING 3018947. AND WIRE TRELLISES B ALL DIMENSIONS AND INFORMING THE ENGINEER OUTRIGGERS FACING INSIDE THE SUBSTATION.OF ANY B OF THE GATEERPANCY, PRIOR TO FABRICATION - I I I I I 3. REQUIREMENTS ELECTRIC SUBSTATION FENCE AND GATE ....................3018947 II I I I I " 2. FOR ALL OTHER MATERIAL SPECIFICATIONS -- All 10 FT. HIGH 3/8MESH FENCE . ELECTRIC SUBSTATION..................................................... 3018948 REFER TO DRAWING 3018947 4FENCE AND GATE REQUIREMENTS 3. ALL GATE PERIMETER FRAMING, AND I I I I I F LL SPECIAL CASES VERTICALS SHALL BE CONSTRUCTED WITH 95 2" STD PIPE (23/8" 0. D.) = v I I I I I I > 5. ELECTRIC SUBSTATION SLIDING ................................. 3018950 l I GATE SECTIONS 4. ALL GATE HORIZONTAL FRAMING SHALL BE CONSTRUCTED WITH 11112" STD PIPE (1 . 9" 0. D.) I I I I I I '' - 5. ALL GATE BRACING SHALL BE `� I I I I I I R��IT# kotiM0 �Fy� /8 DIAMETER ROD (A-36) FINISHED - I I P� GRADE F- I BUTTE COUNTY o�vELoPr,���vT SE�vICEs w y7 6. ALL OF THE GATE FRAMING SHALL BE WELDED EVI=L ® C04�757 ? " TOGETHER WITH MINIMUM 3/6 " ALL AROUND 10" COM COM LIAN o FILLET WELD M - ( MOTOR TRACK GATE �$/j BYE 7. GATE SHALL HAVE 3/8" MESH II GA STEEEL C BY OTHERS sj. of ELEVATION FABRIC COVER , 3 A 950 '/4 11 = I -0 ( LOOKING FROM OUTSIDE THE SUBSTATION) 5 )7/„ A APPLIES TO REV 2 ONLY RECORD INDEX W.O. 74009945 REV. 1 CIVIL SCAN IC BUSINESS LINE: SUBSTATION AND TRANSMISSION DSG R. SERRANO �BILL OF AAATL owN R. SERRANO ' ELECTRIC SUBSTATION SLIDING GATE REQUIREMENT ' ' srDWG LIST CILIACTIVE CHKD R. MORFIN i 0 FT HIGH, 3/8 MESH FABRIC suPsos IFATYC1L1 NAME: VARIOUS SUBSTATIONS �� FACILITY COMPONENT:SUBSTAION w' FOR QUESTIONS ON REV 2 OF THIS DWGFACILITY TYPE: SUBSTATION ADDED BELOW GRADE CONCRETE BARRIER AND suPv DEPARTMENT of ENGINEERING VARIOUS SUBSTATIONS SUPSD BY CALL KAM61Z MORAOKHANI AT 925-785-e21e UNIT: VARIOUS 2 17_11 BOTTOM PIPE 4009945RS/DG RM KM APVD K. MORADKHANI SHEET NO SHEETS DRAWING TYPE: STRUCTURE I 3-24-171 APPROVED FOR CONSTRUCTION 74009945 RS RM KM REV APVo PACIFIC GAS AND ELECTRIC COMPANY 30189491 CALL ROSA SERRANO AT 925-328-5472 DISCIPLINE: CIVIL REV DATE DESCRIPTION JOB NO CHKD SUPV APVD REV DATE DESCRIPTION JOB NO CHKD SUPV APUD DATE 3-24-17 2 SAN FRANCISCO. CALIFORNIA 1 2 3 4 5 6 7 8 9 VARIOUS SIZE SLIDING GATE DIMENSIONS, AND WEIGHTS CLEAR OF OPENING GATE A B C D GATE WEIGHT 24' -011 24' _011 30' -01126' -611 30' -011 ( 6) 51-0" BAYS 19600 LB 22`011 22' -0" 28 1 -011 24 1 -611 30 1 _011 (6) 51-0" BAYS 1 , 510 LB 20' -011 20' -011261 -011221-611 251-011 (5) 5' -011 BAYS 1, 420 LB 181 -011 18 1 _011 24 1 -011 20 1 _611 251 -011 (5) 5' -011 BAYS 1 , 290 LB 16' -011 16' _01122' -0" 181 6_11125' -0" (5) 5'-0" BAYS 19200 LB E 00 0 l o f o f I I I I o f I o POSITION GENERAL T i i �i i i i i �i ;� E L NO ES o ui i a -j -- j LATCH POST i to w t w j & GATE FRAME POST �' i �' i I _5/8•: j i j j j 61 i a_ 1. FOR GENERAL NOTES SEE DWG 3018947 WHEN GATE IN L'' L'' OD PIPE L,, o -I I I I I I _ CLOSED POSITION MOTOR WHEEL a- � 0 2. USE HYSECUR I TY SL I DEDR I VER MODEL V) I ~ i i ! OPERATOR` ! TRACK ! N 50VF2 GATE OPERATOR SINGLE PHASE o o f I I t t o f t 208 VOLT. Ln LO FINISHED I i = i n -_ ~ i- -_� i- =i =i ~ I i Ln GRADE 1n _ = t i i i i = i i ,,r; 3. ALL DETAILING AND FABRICATION OF STEEL CONNECTIONS SHALL CONFORM TO THE i REQUIREMENTS OF ENGINEERING STANDARD i :. : ' i i i �. - i - i : i : i - i i `�: • :: SPECIFICATION 8 1 . i 11112 11 STD PIPE i i o i i i i i FhJ i I I 1.911 OD ), TYP 4. WELDING ELECTRODES SHALL BE E70XX (_' GRADE BEAM 950 `�'ffn 5. EXPOSED CONCRETE EDGES SHALL BE FINISHED 0 2 D i i i i i i WITH EDGINING TOOL. D � ! 950 I_c I I I I I I „ WxI „ SEE DRAWING " ~ (2) SACK SLURRY, 6. -FOR THE OPERAT'I ON •EQUIPMENT, CARD 'ACCESS GATE POST PIER 20''n CONTROL EUI PMENT, REFER TO "CORPORATE 3018947 FOR GATE POST M9' -611 DEEP BELOW GRADE SECURITY GATE EQUIPMENT INSTALLATION" LINE POST PIER PIER 20110 BARRIER, TYP INSTRUCTIONS DATED 5-2-2014 OR NEWER TYP 9'-6 DEEP ELEVATION('I'� , _ EDITION. 1/411 =I I -0„ THESE P I ERS SHALL BE 18"0, 6 3 DEEP `-rte 6" STD PIPE (6 5118110. D.) TERMINAL POST PIER 20" O SEE DRAWING 3018947 7. MIRROR IMAGE OF GATE OPENING TO THE LEFT GATE & MESH NOT LOOKING FROM OUTSIDE THE SUBSTATION 7'-0" DEEP FOR LINE POST PIER IS ACCEPTABLE. SHOWN FOR CLARITY MATERIAL NOTES B A 1. FOR FENCE AND GATE MATERIAL SPECIFICATIONS 950 950 SEE DWG 3018947. 811 MOTOR OPERATOR PAD GATE FRAME o GRADE WHEEL TRACK (TYP) 2. GRADE BEAM, CONCRETE STRENGTH SHALL BE 3,000 PSI, & GRADE BEAM I Ln 2' -6" AND REINFORCEMENT SHALL BE ASTM A6 1 5 GR 60. BEAM rn INSIDE OF SUBSTATION � SUBSTATION FENCING LATCH POST I = FOLo SUBSTATION FENCING o OGATE FRAME 3. AS OF MAY 39 2017, PG&E HAS AN OVERSTOCK OF 1100 N &GRADE qEAM PIECES OF 6" 0x2 I ' LONG STANDARD PIPES STORED AT 1 I I I I I ( TESLA SUBSTATION. CONTRACTOR SHALL UTILIZE THIS FOLD - —b-- ---------------------------- - - ...... ------'-<�-►---. _. - ---- - -- ---- --------------- OVERSTOCK FOR POSTS REQUIRED AT THIS GATE C Q------------- = _ ' �_ INSTALLATION UNTIL THE OVERSTOCK IS DEPLETED. rn GATE GROUNDING I t 10 II 21 _qll OUTSIDE OF SUBSTATION "C" FIXED POST SPACING 1 . SLIDING GATE GROUNDING PER ES 020607, SHEET 8. � d�- 10' -0" 10' -0" C=26' -6" FOR 24' -0" CLEAR OPENING GATE 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 10' -0" _' O) DESIGN CRITERIA "D" OVERALL LENGTH OF TRACK BEAM SUPPORTS MO D=30'-OHFOR 24'-0" CLEAR OPENING 1. FOR DESIGN CRITERIA SEE DWG 3018947 PLAN 2 REFERENCE 1114" = 1 ' -0' s 1. PROPERTY FENCE AND GATES .................... ES 059659 ES 059663 ES 059660 ES 059664 "B" OVERALL GATE LENGTH ES 059661 ES 059665 NOTES B=30'-OHFOR 24'-0" CLEAR OPENING GATE ES 059662 FOR BARBED WIRE INSTALLATION DETAILS 2. METHOD OF GROUNDING, FENCES ............................ ES 020607 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING o (5)(BAYS FOR FGATEATEGLTHGTB""BETWEEN 25' TO 30' REFER TO SECTION B OF DRAWING 3018947. AND WIRE TRELLISES B ALL DIMENSIONS AND INFORMING THE ENGINEER OUTRIGGERS FACING INSIDE THE SUBSTATION.OF ANY B OF THE GATEERPANCY, PRIOR TO FABRICATION - I I I I I 3. REQUIREMENTS ELECTRIC SUBSTATION FENCE AND GATE ....................3018947 II I I I I " 2. FOR ALL OTHER MATERIAL SPECIFICATIONS -- All 10 FT. HIGH 3/8MESH FENCE . ELECTRIC SUBSTATION..................................................... 3018948 REFER TO DRAWING 3018947 4FENCE AND GATE REQUIREMENTS 3. ALL GATE PERIMETER FRAMING, AND I I I I I F LL SPECIAL CASES VERTICALS SHALL BE CONSTRUCTED WITH 95 2" STD PIPE (23/8" 0. D.) = v I I I I I I > 5. ELECTRIC SUBSTATION SLIDING ................................. 3018950 l I GATE SECTIONS 4. ALL GATE HORIZONTAL FRAMING SHALL BE CONSTRUCTED WITH 11112" STD PIPE (1 . 9" 0. D.) I I I I I I '' - 5. ALL GATE BRACING SHALL BE `� I I I I I I R��IT# kotiM0 �Fy� /8 DIAMETER ROD (A-36) FINISHED - I I P� GRADE F- I BUTTE COUNTY o�vELoPr,���vT SE�vICEs w y7 6. ALL OF THE GATE FRAMING SHALL BE WELDED EVI=L ® C04�757 ? " TOGETHER WITH MINIMUM 3/6 " ALL AROUND 10" COM COM LIAN o FILLET WELD M - ( MOTOR TRACK GATE �$/j BYE 7. GATE SHALL HAVE 3/8" MESH II GA STEEEL C BY OTHERS sj. of ELEVATION FABRIC COVER , 3 A 950 '/4 11 = I -0 ( LOOKING FROM OUTSIDE THE SUBSTATION) 5 )7/„ A APPLIES TO REV 2 ONLY RECORD INDEX W.O. 74009945 REV. 1 CIVIL SCAN IC BUSINESS LINE: SUBSTATION AND TRANSMISSION DSG R. SERRANO �BILL OF AAATL owN R. SERRANO ' ELECTRIC SUBSTATION SLIDING GATE REQUIREMENT ' ' srDWG LIST CILIACTIVE CHKD R. MORFIN i 0 FT HIGH, 3/8 MESH FABRIC suPsos IFATYC1L1 NAME: VARIOUS SUBSTATIONS �� FACILITY COMPONENT:SUBSTAION w' FOR QUESTIONS ON REV 2 OF THIS DWGFACILITY TYPE: SUBSTATION ADDED BELOW GRADE CONCRETE BARRIER AND suPv DEPARTMENT of ENGINEERING VARIOUS SUBSTATIONS SUPSD BY CALL KAM61Z MORAOKHANI AT 925-785-e21e UNIT: VARIOUS 2 17_11 BOTTOM PIPE 4009945RS/DG RM KM APVD K. MORADKHANI SHEET NO SHEETS DRAWING TYPE: STRUCTURE I 3-24-171 APPROVED FOR CONSTRUCTION 74009945 RS RM KM REV APVo PACIFIC GAS AND ELECTRIC COMPANY 30189491 CALL ROSA SERRANO AT 925-328-5472 DISCIPLINE: CIVIL REV DATE DESCRIPTION JOB NO CHKD SUPV APVD REV DATE DESCRIPTION JOB NO CHKD SUPV APUD DATE 3-24-17 2 SAN FRANCISCO. CALIFORNIA 1 2 3 4 5 6 7 8 9 0568102 1 2 4: 3 4 5 LL 6 7 4 8 9 10 INSIDE OUTSIDE j�5�� SUBSTATION SUBSTATION I 2-%" OD GATE FRAME N 23/4 11 6111 � 0 1 J 3/s" THICK GATE RETAINER o j SLIDING T I SADDLE, 6" LONG, 2 '- GATE FRAME j I I REQUIRED. (1) AT 18" o I HSS 4X3X% 311 I ' -21f2° E FROM THE TOP, AND (1) I ALL ; 3/s�� I j CUT AND COPE AT 24" FROM TOP OF GRADE. v j CONTACT WITH E THK CAP 1 LOWER SADDLE DOES MOT SURFACE 3�6 I PLATES SEAL 2-3/e" OD 11 FROM HSS 6X4X/4 1 I . 12" LONG REQUIRE OUTBOUND WING. 9 j 1 WELDED TO ENDS SLIDING ALL I I 11 I V-GROVEDIA. ELITE COMERCIAL MOTOR GATE FRAME I MOTOR CONTACT I I I _ 1 I HEAT TREATED 1 OPERATORJBARS OPERATOR PAD SURFACE 3/6" M - ....... - i WHEEL (MODEL AH113) _ _ _ _ _ "' FINISHED I 2) 6 6-5 OD PIPE � I I GRADE = I ON .--8 --•-•-•-• }- - - - I OP 331ro I I I TERMINAL POST 1 FOR 6-5/s" OD PIPE -1-4 1- 2-% �D DIA. GALVANIZED 2" X2" XI/4" GALVANIZED 1 1 5/8 GATE RAE UBOLT FOR 6-%" OD ANGLE EMBEDDED INTO N I5 I TERMINAL FENCE POST CONCRETE WITH (3) #6 U -BARS I I ; SECTION E 1/2" X6" NELSON FOR GRADE BEAM AT EQ. SPC' G 3/1611/2 -41/211 I I 11/211 = I , -011 �. STUDS AT 12" 0. C. REINFORCEMENT, FSOECT ON B I I I< GRADE BEAM D I _ II PIPE TRACK 11/4 STD P I PE I 6 I 1 -611 518 D ( 1%" 0. D. WITH CONT I NOUS SECT I ON WELDED TOP ANGLE 411 = 1 1 _011 �5O i SECT I ON 949 SECTION A 11/211 = I 1 _011 3/411 = ( I _011 �'�5O E _ I 5" DIA. ELITE 2-3/s" OD I V -GROVE COMERCIAL SLIDING j 23/411 61/411 HEAT TREATED GATE FRAME j REFERENCE • �� WHEEL (MODEL AH117) I. PROPERTY FENCE AND GATES........ ES 059659 ES 059663 2-3/s" OD CONT I NOUS GATE I ES 059660 ES 059664 FOLD SLIDING L 11/2X I 1/2X1/4 CLOSURE #6 BARS j F_ao ES 059661 ES 059665 c GATE FRAME j j I (A-36) OVER ENTIRE SADDLE = AT 1211 OC I I ES 059662 ... WHEEL RAIL o 2. ELECTRIC SUBSTATION FENCE & GATE I I I 1/$ 4 -8 0 1 j � o FINISHED REQUIREMENTS I. I /s 4 - 8 = I � � (10 FT. HIGH 3/8" MESH FABRIC...3018947 � � C\I Lo J = 3. ELECTRIC SUBSTATION... ..........3018948 0) � I -5/s" 0. D. TRACK TO POST LATCH I I I o FENCE AND GATE REQUIREMENTS 9 00 (4) #6 BARS TOP - SPECIAL CASES I CONNECTOR COUPLER BRACKET POST 0 AND BOTTOM G - — I I WITH MINIMUM 1000 LB. RATING., 4. ELECTRIC SUBSTATION... a 0 a 0 ocam..301 8949 SLIDING GATE REQUIREMENTS `^ _ _ I fl I OFT HIGH, 3/8" MESH FABRIC a I i - -I- - - — - AT#62BAROC II II11 311 11 3'-0 . � 5 N u /8" DIA. GALVANIZED U -BOLT FOR 6-5/s" OD 6-%" OD TERMINAL FENCE POST TERMINAL 949 8 FENCE POST SECT ION 9A 3/411 = 11_611 950 B SECTION F 11121t = I ' '011 �5O POST PIER PERMIT #t BUTTE COUNTY DEVELOPMENT SERVICES R VIEWE FOR Q� " Hq 949 CODLE COMPLIANCE Quo MOS �F SECT I ON D DATE 13Y 6rZ �ti�' �•i' o�y y 11/211 = I 1 _011 950t� � C046757 Exp.4 3° /o clv%\- A 7 A APPLIES TO REV I ONLY RECORD INDEX W.O. 74009945 REV. 1 �*; ,, SCAN IC CIVIL BUSINESS LINE: SUBSTATION AND TRANSMISSION DSG R. SERRANO �* BILL OF MATL STATUS: ACTIVE DWN R. SERRANO ELECTRIC SUBSTAION SLIDING GATE SECTIONS DWG LIST FACILITY NAME: VARIOUS SUBSTATIONS CHKD R. MORFIN z SUPSDS FOR QUESTIONS ON REV 1 OF THIS DWG FACILITY COMPONENT: SUBSTATION SUPV i{ ^` 4 3 SUPSD BY FACILITY TYPE: SUBSTATION VARIOUS SUBSTATIONS CALL KAMBIZ MORADKHANI UNIT: VARIOUS APVD K. MORADKHANI DEPARTMENT OF ENGINEERING SHEET NO SHEETS AT 925-785-9216 I 3-24-17APPROVED FOR CONSTRUCTION 74009945 RS RM KM AP�/p REV DRAWING TYPE: ACTIVE CALL ROSA SERRANO AT 925-328-5472 DISCIPLINE: CIVIL REV DATE DESCRIPTION JOB NOIUS,,Gd'CHKDISUPV. APVD REV DATE DESCRIPTION JOB NO CHKD SUPVJ APUD DATE 3-24-17 PACIFIC GAS AND ELECTRIC COMPANY 3018950 SAN FRANCISCO. CALIFORNIA 20: 3 4 5 6 7 a! 8 9 10 I FOLD 0 �o 0 V ON Ln T. 19N, R. 4E, M.D.M. SW 1/4 SEC. 34 SOUTH SIDE UPPER / LOWER YARD SOUTHWEST SIDE ENTRANCE w DATUM: HORIZONTAL: NAD83 (2011) I PROJECTION:1 CCS Z2 VERTICAL: NAVD88 (12B) UNITS: SURVEY FT N REFERENCE DWGS: 0 1 inch = 80 FT SCALES: c� 1 centimeter = 1111111111 17 1 0 1 2 3 4 5 6 7 8 9 10 s NO.I DATE 01 p) pI of -- O� 0I DESCRIPTION REVISIONS p JI O APPD. I NO. I DATE DESCRIPTION Ini Map Legend SUBSTATION BOUNDARY LINE FOUND BRASS DISC CONCRETE PAD/FOOTING ❑ GROUNDING GRATE RETAINING WALL [� ELECTRIC VAULT X EXISTING SUBSTATION FENCE X FENCE TOP OF SLOPE — TOE OF SLOPE II EDGE OF DITCH Control Table NAME NORTHING EASTING ELEVATION DESCRIPTION BUILDING ; 100 2291042.24 6698375.72 380.34 FD BRASS DISC 101 2292276.39 6698346.46 393.85 FD BRASS DISC 103 1 2291020.27 1 6697176.33 1 382.54 1 FD BRASS DISC / 6! • °° SOUTHEAST SIDE % / '•cz)•• , /� qE h �y der �'3 % � � • • • • � • � � s���sy € axe � � ' e ® •• e o li p4W11'111 --v • e / �'{ 'tom �%'x b � $ � t y _ 40 J r r c C / / P sd..m� i • , °� , FOLD i 0 ... ° •e PG&E SBE 135-4-61-1 APN 024-040-007 APPD. I NO. I DATE DESCRIPTION r—X PERMf? 3UTTE COUNTY DEVELOPMENT SERVICES 100 REVIEWED FOR CODE COMPLIANCE DATE i- 13Y 6�;C' !� APPRD AUTHORIZATION BY 74009955 BY A3CB DR A3CB CH C4CK APPD. O.K. EKF2 DATE 3/17/17 PALERMO SUBSTATION TOPOGRAPHIC SURVEY TIER 4 & 5 SECURITY PROJECT PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA O u- 5 4 3 0 0 80 160 240 1 INCH = 80 FEET JCN 06-17-021 AREA 6 COUNTY BUTTE PROFILE SHEET NO. 1 OF 2 DRAWING NUMBER CHANG SE -128 2 1 0 mm, Gil ©I �ami �111111 T- oI oI SUBSTATION BOUNDARY LINE 01 LL ol J of T. 19N, R. 4E, M.D.M. x�16h SW 1/4 SEC. 34 x16 \ X11. , x a -" x r \ r x J r b x-11 r 1 • � / l Ic xr / / X16!0 x"i J / x \/\ /1 1J / J / 'a r / / (�J 41. x4 '.'�"-----_."'•-'`"`'-.-.-.-�.__II j �i p � �% �I 11b � x10• //, O / / % r / 4111 X0 x h } /! �� © I / p x11h // x10 ° • j !Its eaKly �1a ' 1v p Ai x40 \\ ®© //� ®�a t BUILDING ,516' x1C5 FOLD i _ _ i ° ° Oa Br x11 'S1�6 > \\\ 81Px� C5 \\© a 110 I / x�1 xy10!o 1 �6 x� 40 x Xb rn x,51 100 Jl 1\ x,�1A•, l/j(r Irr/1 ! x�oo. h' J 516' ,' x� — —/ 1 �!(// !'/� J ` `\ x�1 _ GATE x.511p 1 x'16 r/I x0 m 6 ) 0 0 o .;••--------- 71 'V\--------- --- — — � r -• \ rr . � + I — J „�:- � ::�£r�_ == ' , r�� i — — fir•....`,^-..... F+ O NOTES: 0 1. SURVEY PERFORMED ON JANUARY 5, 2017. 0 2. CONTOUR INTERVAL = 1.0 FT. V Q1 (J7 w DATUM: HORIZONTAL: NAD83 (2011) PROJECTION: CCS Z2 N VERTICAL: NAVD88 (12B) UNITS: SURVEY FT REFERENCE DWGS: 0 1 Inch = 40 FT SCALES: 1 centimeter = 2� 0 1 2 3 4 5 6 7 8 9 10 NO. I DATE DESCRIPTION REVISIONS u- APPD. 1 NO. I DATE DESCRIPTION J1 0 � x APPD.I NO.1 DATE XV x� —345 Day /, X051 'S -•—.----- x <` 1 / 1 APPRD AUTHORIZATION BY 74009955 BY A3CB DR A3CB CH C4CK DESCRIPTION APPD' O.K. EKF2 DATE 3/17/17 J 0 / i 0 , ��� x j ah' VICINITY MAP SITE LOCATION: 39°27'15.00"N, 121131'4.38"W Map Legend SUBSTATION BOUNDARY LINE MAJOR CONTOUR 41!� --------- MINOR CONTOUR x STORM DRAIN LINE i FLOWLINE EP EDGE OF PAVEMENT r 5 GROUNDING GRATE ELECTRIC/JOINT POLE CONDUCTOR O TELEPHONE POLE TELEPHONE LINE RETAINING WALL .1 i 0 , ��� x j ah' VICINITY MAP SITE LOCATION: 39°27'15.00"N, 121131'4.38"W Map Legend SUBSTATION BOUNDARY LINE MAJOR CONTOUR --------- MINOR CONTOUR ---T,- STORM DRAIN LINE --------- FLOWLINE EP EDGE OF PAVEMENT CONCRETE PAD/FOOTING 5 GROUNDING GRATE ELECTRIC/JOINT POLE CONDUCTOR O TELEPHONE POLE TELEPHONE LINE RETAINING WALL [� ELECTRIC VAULT X EXISTING SUBSTATION FENCE X FENCE TOP OF SLOPE - ----- v- TOE OF SLOPE 11 EDGE OF DITCH 10 ELECTRIC BOX O TOWER FOOTING O BOLLARD q_ UTTP CdUN IY DEVELOPPJIENT SERVICES EVIEED FOR GODS COMPLIANCE npTF PALERMO SUBSTATION TOPOGRAPHIC SURVEY TIER 4 & 5 SECURITY PROJECT PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 3 FOLD I In I N C'mI M I v rut= 0 40 80 12 1 INCH - 40 FEET P.f�E 2 JCN Ub-1/-UZ1 AREA 6 COUNTY BUTTE PROFILE SHEET NO. 2 OF ��, . DRAWING NUMBER tHANG SE -128 1 0 of 5 4 3 FOLD I In I N C'mI M I v rut= 0 40 80 12 1 INCH - 40 FEET P.f�E 2 JCN Ub-1/-UZ1 AREA 6 COUNTY BUTTE PROFILE SHEET NO. 2 OF ��, . DRAWING NUMBER tHANG SE -128 1 0 .-_ ._ _ __ - _.__ .___ _ _� - --�--- .. __ _ - -__ _ - _ __ _�__,_ _ x . - _ _ ..._... ._. _ �....__.�_.�. - - ..�. O I al al O I O I O T. 19N, R. 4E, M.D.M. xbh ! SW 1/4 SEC. 34 X.4 I x� / ) x f I 1 t a \ 0a -A r 1 i O / 10a A !/ x A / \ _ / r xA� Its ,, ) o l 0a : �J 43 to 40 a I/ /! - BUILDING / x,b�°�/ FOLD 00 A� (r^ x-11�� J r f ,tAA ib !o tzzy X4 l 31y ^ a0 I r_' trr x x�1 \\\\\\ ` O /t \\ X01 JJIIII�� _ x001 �b• / x^� -- _f � °/l // JIJ! ' x' GATE �A t— 0 xe 900 ,IF xle le .- '. y I � ., /%' . y— _`ter:'._ � _ \,``` ..•,. i O NOTES: 1. SURVEY PERFORMED ON JANUARY 5, 2017. 0 2. CONTOUR INTERVAL = 1.0 FT. V Q1 to w DATUM: HORIZONTAL: NAD83 (2011) PROJECTION: CCS Z2 VERTICAL: NAVD88 (12B) UNITS: SURVEY FT N REFERENCE DWGS: r 0 1 inch= 40 FT SCALES: 1 centimeter = c"2�A A 1111111111 17 1 0 1 2 3 4 5 6 7 8 9 10 NO. I DATE Ixry Ep _ / I DESCRIPTION REVISIONS 0 J I APPD. Ij NO. I DATE DESCRIPTION APPD. 1 NO. I DATE fo x , r <---------- _ 1 APPRD AUTHORIZATION BY 74009955 BY A3CB DR A3CB CH C4CK DESCRIPTION APPD. O.K. EKF2 DATE 3/17/17 tib �I _j xao LM Fr VICINITY MAP SITE LOCATION: 39027'15.00"N, 121031'4.38"W Map Legend I I SUBSTATION BOUNDARY LINE MAJOR CONTOUR --------- MINOR CONTOUR ---�----- x --------- 1 EP I 'CHANGE - CONCRETE PAD/FOOTING GROUNDING GRATE C ELECTRIC/JOINT POLE CONDUCTOR O TELEPHONE POLE TELEPHONE LINE RETAINING WALL .I LM Fr VICINITY MAP SITE LOCATION: 39027'15.00"N, 121031'4.38"W Map Legend I I SUBSTATION BOUNDARY LINE MAJOR CONTOUR --------- MINOR CONTOUR ---�----- STORM DRAIN LINE --------- 1 EP I 'CHANGE - LM Fr VICINITY MAP SITE LOCATION: 39027'15.00"N, 121031'4.38"W Map Legend I I SUBSTATION BOUNDARY LINE MAJOR CONTOUR --------- MINOR CONTOUR ---�----- STORM DRAIN LINE --------- FLOWLINE EP EDGE OF PAVEMENT 'CHANGE - CONCRETE PAD/FOOTING GROUNDING GRATE C ELECTRIC/JOINT POLE CONDUCTOR O TELEPHONE POLE TELEPHONE LINE RETAINING WALL (� ELECTRIC VAULT X EXISTING SUBSTATION FENCE X FENCE TOP OF SLOPE -�•------ V- TOE OF SLOPE EDGE OF DITCH OO ELECTRIC BOX O TOWER FOOTING o BOLLARD -tHivill T" !AI77 COUNTY DEVELOPMENT SERVICES ��I �.FOR4-%el"RE yuDE PALERMO SUBSTATION TOPOGRAPHIC SURVEY TIER 4 & 5 SECURITY PROJECT PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA N FOLD um M I 0 40 80 12(' 1 INCH -40 FEET .1 JCN 06-17-021 I I AREA 6 COUNTY BUTTE PROFILE O of DRAWING NUMBER 'CHANGE - SE -128 5 4 N FOLD um M I 0 40 80 12(' 1 INCH -40 FEET .1 JCN 06-17-021 I I AREA 6 COUNTY BUTTE PROFILE O SHEET NO. 2 OF DRAWING NUMBER 'CHANGE - SE -128 3 2 1 I I I I IG��� 0 tip'