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908hh_sppLOCA, _IDN MAP !� ,y Las Vegas %F ♦♦ L 9 ♦ ♦ y C A L I F :. '' I A Barstow N -C Bernardino Blythe Palm San Diego ♦ 1 1, Kingman %I � Yuma .iii ./i.�•i�i1� M E X I C O p 40 s0 Scale in Miles " A R I Z N Vicksburg VICINITY MAP 0 3 10 Scale In Miles Blythe Airport l Ave. Ave. Ave. 1 Construct0 ion Plans Blythe AIs irport A.I.P. Project No. 3-06-0025-03 & 04 MARCH 1896 Runway 17-5 Overlay & Edge Light Relocation Taxiway A Ex ension o Taxiway E & E Construction to, Airport Signin AC PAVEMENT AC Overlay PCC PAVEMENT ABANDONED PAVEMENT PAVEMENT REMOVAL PAVEMENT TRANSITION PAVEMENT REPAIR PULL BOX CATCH BASIN GUIDANCE SIGNS * INDICATES AMPORT PULLBOX NUMBER. DRAWING LEGEND FUMM [ — — FUTURE FENCE GATE ELEVATION TOPOGRAPHIC CONTOUR RUNWAY & TAXIWAY EDGE LIGHTS BENCHMARK SURVEY MONUMENT FIRE HYDRANT ELECTRICAL LINE WATER LINE STORM DRAIN • Consulting /A • Planning [ — — ] A ' ' ' ' ' ' ' ' ' ' ' ' /A N/A 71 Sheet /A 1 Of N/A /A � r r � e 16 * ® * mNTRA&oR SHALL PAINT NUMOER ON COWER OF NEW PULLBOXES. EXISTING Date: FUTURE —x X— • Consulting Dwg No. • Planning • Engineering BLH 0194 Scale: Sheet 000 1 Of N/A o e ---E--- -E- -W— w =SD--=_ mr•SDmMm INDEX 1. Cover Sheet 2. Project Layout Plan 3-4. Runway 17-35 Overlay & Edge Light Reconstruction 5. Taxiway Plan & Profile 6-8. Taxiway Construction Plan 9. Signing Plan 10-11. Details K N 0. �00m"ms. INTEIMM IATiON 0WCT011 "TE f 4ppFESPr7 N0.30686 7° * ENV. 341M s cm�- l'��F CAl1��� PLANNING/ENVIRONMENTAL RECORD DRAWING SYM i REVISION BY I APRV`D I MARKS I DATE COUNTY OF RIVERSIDE, CALIFORNIA BLYTFIE AIRPORT COVER SHEET HODGES & SHUTT 0i'r AIRPORT CONSULTANTS & ENGINEERS 5010 Aviation Blvd., Santa Rosa. Califomia 95403 Designed: Drawn: Check: Approved: R.J./G.C. BE I LBM AIRPORT Date: DECEMBER 1994 • Consulting Dwg No. • Planning • Engineering BLH 0194 Scale: Sheet No Scale 1 Of 908-H H �.. i 3 .................:........ 3 I I ti I I - I I I I•. 1'=400' • ( I AVIATION YELLOW I I NOTE: CONTRACTOR SHALL PROVIDE. INSTALL & REMOVE I TEMPORARY MARKING (4 CROSSES) FOR CLOSED RUNWAY AS SCHEDULE I PER BY THE ENGINEER.NECESSARY DURINCROSSES SHALLCONSTRUCTION,ABE MANUFREDAPPROOED I BY RAVEN INDUSTRIES. SIOUX FALLS, SOUTH DAKOTA. I I 9 ( ), OR APPROVED EQUAL CROSSES SHALL BECOME PROPERTY OF AIRPORT AT END OF PROJECT. I� I I CLOSED RUNWAY MARKING A No w" 2 I I I I I I I I UN WAY SAFETY AREA I SEE SPECIAL PROVISIONS 1 PROVIDE h INSTALL 1 SIGNS. SEE SIGNING I I PLAN. SHEET RUNWAY CLOSED MARKING ('TYPICAL) SEE SPECIAL PIIOMSIONS 6e - QA III .....................500' ........ ...................... ..... »...........................................................................................................................©.....200' (� 5052 RUNWAY 8-26 �2 I i. NOTES: E USGS MONUMENT FOR OJECT VERTICAL CONTROL. ELEVATION GATE TO BORROW ANDTAX............................................................................................. 391.78. ...................................... 1111 TAXIWAY C Z ( ) 1. USE PR SPOIL AREA -SEE NOTE 3 :. ...•. " ; A GATE IN THE EXISTING FENCE FOR ................. •.............................................................................................................. ................................................................. 396 ..... . • ..................... • THE CONTRACTOR SHALL INSTALL f-- TAXAMAY F !-- TAXIWAY E CONSTRUCTION (ADD. T. >f1) I CONSTRUCTION ACCESS. THE GATE SHALL BE APPROVED BY THE AIRPORT SEE SHEET #7 t I FIRE HYDRANT FOR ANO SHALL BECOME AIRPORT PROPERTY AT THE ENO OF CONSTRUCTION. NO 5054 SEE SHEET #6 PROJECT HMAAK Oma- w11TER I SEPARATE PAYMENT SHALL BE MADE FOR THIS GATE. ALL COSTS FOR THE I 5060 6 SEE NOTE 1 TAXIWAY A I GATE SHALL BE INCLUDED IN SITE PREPARATION. �eSim 3F EARTHWORK BORROWRROW AND SPOIL AND SPOIL AREAS AREA SHALL BE DESIGNATED ISN THE FIELD FEET ST • TiEDOWN APRON O G PCC BY THE ENGINEER. �4. THE AIRPORT IS LOCATED WITHIN AN ENVIRONMENTALLY SENSITIVE I rF90� I AREA AND CONSTRUCTION ACTIVITIES WILL BE RESTRICTED TO LIMITS TAX A EXTENSION _ - - - - - ESTABLISHED IN THE FIELD BY THE COUNTY. THE CONTRACTOR IS SEE 6, 7. 8 I T- I REQUIRED TO WORK WITHIN THOSE LIMITS AND SHALL BE HED RESPONSIBLE FOR ANY FINE ASSESSED AGAINST THE COUNTY RESULTING ^ - - - - - - - - - - - - a--- - - - - - If--- - � FROM UNAUTHORIZED ENCROACHMENT'S(S) INTO RESTRICTED AREAS. I POSSIBLE CONTRACTOR STAGINGa- I AREA ON ABANDONED AC --Ic �k I M\FM TERMINAL. BUILDING STAIEATHBt TION AIRPORT o W I----�I----- .............. .......... r 1 POWER O CONTRACTOR ACCESS ( I VAULT (1 I SEE NOTE 2 I* I I ,. TRUCK STOP I I AIRPORT MAINTENANCE SHOP �, ! RECORD DRAWING N I BID ADDENDUM O BID ADDENDUM NO. 2 LCN 4�b II T MESA DRIVE OVERPASS J _1/ AIRPORT ENTRANCE C J ffsym REVISION BY APRV'D MARKS DATE � I .FIRE STATION _ L� BLYTHE A ' / \ CONTRACTOR'S T22ACaESs -- -- ° -- -- - - - - �- _ _ = COUNTY OF RIVERSIDE CALII=ORNIA - _-�- -------------- X _ AIRPORT LAYOUT PLAN INTERSTAFMOfFIWAY � � - _ '�� Date:�� - LEE 8. [IIIOEN AIRPORT ..� p DECEMBER 1994 ` , Nn. H OD GES & SH U TT • Consulting Job File No.: � 1 i is to. 3048 AIRPORT CONSULTANTS & ENGINEERS • Planning \\ - � C�� 5010 Aviation Blvd.. Santa Rosa. California95403 • Engineering �- / �� ` \`\ I BLH 0194 �� / � Designed: Drawn: Check: LBM Approved: Scale: 400 S tet Of 11 RJ/GC BE �_ • SURVEY CONTROL MONUMENTS & BENCHMARK POINT / � EASTING I � DESCRIPTION 'NOS i -398.757 ( ABANDONED PAVEMENT (TYP) I � I 9999.899 FD. PK bt W 'NOS 89 3 5420.895 9998.499 r: NAIL -&-TAG 4 I 12340.700 I R/iN 17-35 OVERLAY AND SET PK I 0.000 I EDGE LIGHT RELOCATION - SET PK 6 SEE SHEETS 364 7220.080 I SET 1X2 W/TACK I I _ I I 389.97 I 8 I 8169.340 I UN WAY SAFETY AREA I SEE SPECIAL PROVISIONS 1 PROVIDE h INSTALL 1 SIGNS. SEE SIGNING I I PLAN. SHEET RUNWAY CLOSED MARKING ('TYPICAL) SEE SPECIAL PIIOMSIONS 6e - QA III .....................500' ........ ...................... ..... »...........................................................................................................................©.....200' (� 5052 RUNWAY 8-26 �2 I i. NOTES: E USGS MONUMENT FOR OJECT VERTICAL CONTROL. ELEVATION GATE TO BORROW ANDTAX............................................................................................. 391.78. ...................................... 1111 TAXIWAY C Z ( ) 1. USE PR SPOIL AREA -SEE NOTE 3 :. ...•. " ; A GATE IN THE EXISTING FENCE FOR ................. •.............................................................................................................. ................................................................. 396 ..... . • ..................... • THE CONTRACTOR SHALL INSTALL f-- TAXAMAY F !-- TAXIWAY E CONSTRUCTION (ADD. T. >f1) I CONSTRUCTION ACCESS. THE GATE SHALL BE APPROVED BY THE AIRPORT SEE SHEET #7 t I FIRE HYDRANT FOR ANO SHALL BECOME AIRPORT PROPERTY AT THE ENO OF CONSTRUCTION. NO 5054 SEE SHEET #6 PROJECT HMAAK Oma- w11TER I SEPARATE PAYMENT SHALL BE MADE FOR THIS GATE. ALL COSTS FOR THE I 5060 6 SEE NOTE 1 TAXIWAY A I GATE SHALL BE INCLUDED IN SITE PREPARATION. �eSim 3F EARTHWORK BORROWRROW AND SPOIL AND SPOIL AREAS AREA SHALL BE DESIGNATED ISN THE FIELD FEET ST • TiEDOWN APRON O G PCC BY THE ENGINEER. �4. THE AIRPORT IS LOCATED WITHIN AN ENVIRONMENTALLY SENSITIVE I rF90� I AREA AND CONSTRUCTION ACTIVITIES WILL BE RESTRICTED TO LIMITS TAX A EXTENSION _ - - - - - ESTABLISHED IN THE FIELD BY THE COUNTY. THE CONTRACTOR IS SEE 6, 7. 8 I T- I REQUIRED TO WORK WITHIN THOSE LIMITS AND SHALL BE HED RESPONSIBLE FOR ANY FINE ASSESSED AGAINST THE COUNTY RESULTING ^ - - - - - - - - - - - - a--- - - - - - If--- - � FROM UNAUTHORIZED ENCROACHMENT'S(S) INTO RESTRICTED AREAS. I POSSIBLE CONTRACTOR STAGINGa- I AREA ON ABANDONED AC --Ic �k I M\FM TERMINAL. BUILDING STAIEATHBt TION AIRPORT o W I----�I----- .............. .......... r 1 POWER O CONTRACTOR ACCESS ( I VAULT (1 I SEE NOTE 2 I* I I ,. TRUCK STOP I I AIRPORT MAINTENANCE SHOP �, ! RECORD DRAWING N I BID ADDENDUM O BID ADDENDUM NO. 2 LCN 4�b II T MESA DRIVE OVERPASS J _1/ AIRPORT ENTRANCE C J ffsym REVISION BY APRV'D MARKS DATE � I .FIRE STATION _ L� BLYTHE A ' / \ CONTRACTOR'S T22ACaESs -- -- ° -- -- - - - - �- _ _ = COUNTY OF RIVERSIDE CALII=ORNIA - _-�- -------------- X _ AIRPORT LAYOUT PLAN INTERSTAFMOfFIWAY � � - _ '�� Date:�� - LEE 8. [IIIOEN AIRPORT ..� p DECEMBER 1994 ` , Nn. H OD GES & SH U TT • Consulting Job File No.: � 1 i is to. 3048 AIRPORT CONSULTANTS & ENGINEERS • Planning \\ - � C�� 5010 Aviation Blvd.. Santa Rosa. California95403 • Engineering �- / �� ` \`\ I BLH 0194 �� / � Designed: Drawn: Check: LBM Approved: Scale: 400 S tet Of 11 RJ/GC BE �_ • SURVEY CONTROL MONUMENTS & BENCHMARK POINT / NORTHING EASTING ELEVATION DESCRIPTION 'NOS 1 -398.757 10000.075 FD. PK t W 89 2 511.166 9999.899 FD. PK bt W 'NOS 89 3 5420.895 9998.499 396.84 NAIL -&-TAG 4 0.000 12340.700 SET PK 5 0.000 10558.510 391.56 SET PK 6 0.000 7220.080 392.55 SET 1X2 W/TACK 7 0.000 9771.200 389.97 SET RR SPK W/PM 8 0.000 8169.340 393.58 SET 012 W/TACK 9 3554.406 9773.409 SET RR SPK W/PM 396 253.799 9568.961 391.78 BM 5751 1945 1158 679.577 10109.545 392.99 REBAR 2000 250.398 10150.916 391.45 REBAR 5052 509.292 6687.893 STA.O+OOA 5054 134.292 6688.105 STA. 3+75A 5060 -15.623 6838.190 STA. 6+10.62A 5092 -14.880 8151.963 STA19+24.39A • COORDINATES GIVEN ARE NOT STATE PLANE. 111994 908-HN TYP) ITS 200' 35' OVE&AY TRANSITION _ e sp. ............ ... I THRESIiOLD LIGHT MODIFICATIONS PAINT 3' WIDE YELLOW CHEVRONS TAXIWAY A - CONSTRUCTION SEE SHEET a 35' OVERLAY TRANSITION- -SEE C 10 PAINT 6' WIDE YELLOW T/W CENTERLINE STRIPE ` 1 f / 00 JOIN EXIST. STRIPE ' / POTHOLE EXIST. VASI CABLE Q JOIN EXIST. CIRCUIT. �� I I / - SEE NOTE 6 SHEET. 8 � N �NG CIRCUIT, 0) FOR INSTALL STI G LIGHT,0 / NEW BASE/ INET EXE NEW BASE AT - _- E- - \�- EXIST DUCT CABLE MARKE�, / EXISJI G CIRCUIT PAINT 6" WIDE YELLOW I--- 0VJ9LE T/W EDGE / - - ! STRIPE �' /� ,�///----------E---- ---I- ----- -SEE 1 } I`- / / / / ,C I / / INSEE STALL SIGN, / y / SHEET 6 I I EXISTING RUNWAY STRIPE TAXIWAY A: -- STRIPE HOLD LINE BARS CONSTRUCTION 3' SEE SHEET 8 6- TAXIWAY STRIPE 1115®4 1-2' PVC CONDUIT WITH 1-06, 5KV CABLE 1-2' PVC CONDUIT 2-/d. 5KV CABLE ©4-2- PVC CONDUIT; ONE WITH 1-#B 5KV CABLE AND 3 SPARES. CONG'RETE ENCASED WITH PULL ROPES IN BOTH DUCTS ®4-20 PVC CONDUIT. ALL SPARES. CONCRETE ENCASED WITH PULL ROPES IN ALL DUCTS. DUCTS SHALL BE INSTALLED N JOINT TRENCH WHENEVER POSSAII' E. 10'-15' FROM EDGE OF PAVEMENT. LOCATIONS SHOWN ARE SCHEMATIC ONLY. NOTES:- 1. OTES:1. REMO'V'E AND SALVAGE EXISTING RUNWAY EDGE LIGHTS PRIOR TO TAXIWAY CONSTRUCTION. LIGHT CABLE SHALL BE TEMPORARILY RELOCATED DURING CONSTRUCTION AS NECESSARY TO SATISFY REQUIREMENTS IN THE SPECIAL PROVISIONS REGARDING RUNWAY 17-35 EDGE LIGHT OPERATION. FINAL LIGHT CABLE ALIGNMENT SHALL 8E THROUGH THE NEW PULL BOXES AND DUCT UNDER TAXIWAY 'A' AS SHOWN (SEE SHEET a). SALVAGED LIGHT COMPONENTS NOT USED FOR EDGE LIGHT RELOCATION MAY BE CLAIMED BY THE COUNTY. COMPONENTS NOT USED OR CLAIMED SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 2. RELOCATE RUNWAY EDGE LIGHTS AS SHOWN. ABOVE GROUND LIGHT COMPONENTS SHALL. BE SALVAGED AND REINSTALLED AS NECESSARY TO PROVIDE A FULLY OPERATIONAL EDGE LIGHTING SYSTEM. SEE NOTE & 3. PRIOR TO OVERLY THE CONTRACTOR SHALL REMOVE ALL EXISTING RUNWAY MARKINGS. PAINT REMOVAL SHALL BE BY SAND BLASTING. GRINDING. OR OTHER METHOD APPROVED BY THE ENGINEER. ALL CRACKS SHALL BE THOROUGHLY CLEANED & HERBICIDED. SEE DIVISION V. SECTION 6-3.1 t 6-3.2 FOR CRACK REPAIRS. U'WNPLL 1/R CUfa1< C —_ . .— .. — -- .- -- . STRIPE (TYP) 1 35' OVERLAY TRANSITIONQSEE 10 -SEE 11 0 II I JOIN EXISTING CENTERLINE STRIPE 4. REMOVE EXISTING STAKE MOUNTED TAXIWAY EXIT AND EDGE ILIGHTS. ABOVE GROUND COMPONENTS SHALL BE SALIA+A" AND GWEN TO THI COUNTY. REMOVE ALL ABANDONED LIGHT COMIPONEWM AND CABLE. NSTALL it BASE44OLNNTED LIGHTS AS S14DWK 5. DUCT UNDER RUNWAY SHALL BE INSTALLED PRIOR TO ASPH OVERLAY. 6. SIDE STRIPES ARE DIMENSIONED 50' FROM CENTERLINE TO OU DE EDGE OF EACH STRIPE. 7. RUNWAY EDGE LIGHTS SHALL BE INSTALLED SUCH THAT THE L GHTS ARE WITHIN 1't OF THE ALIGNMENT SHO'MM. OFF -SETS FROM RUNWAY TERLINI SHALL BE FROM THE CENTERLINE AS ESTABLISHED FROM THE SUR OEY MARKERS AT RUNWAY END. EXISTING CENTERLINE MARKING MAY NOT ACCURATELY REPRESENT THE TRUE CENTERLINE. S. TESTING OF EXISTING EDGE LIGHT CIRCUITS IS REQUIRED BEF ANY LIGHTS ARE REMOVED. ALL EXISTING RUNWAY EDGE LIGHTS SHALL BE VENTORIE AND INSPECTED BY THE CONTRACTOR AND A COUNTY R1�SJNTATN ANY UNUSABLE COMPONENTS SHALL BE DENTFED. SEE PROJECT SPE DN. IV, SECTION 11-3.4. R/W CENTERLINE NEW T SECTION 1 35' 35' 25 AC TAPER i OVERLAY OVERLAY NEW T/W SECTIO 25' AC TAPER W * 4' TO 2-Vf* �� Vol AC TAPER SEE SHEET 8 2.5 A....:.: •_... 25 ............ ............... 5 AC TAPER EXIST. AC ......... vvvvv v.v�........:-•:. vvvvvvvvvv v VVVVIVVVV vpppp7vvvvvvvvvv IvV VVvvvVvvvvvvVVV vvvVVwVVvvvvVvv EXIST. AB v v VVVVvpppvvvpvc 7ppppgVVVVVvv VVVVppppppppp V pvp p V v I vvvvvvvvc 'v FOR SUBGRADE _ v - 0)A 9�� AB (TYP. BOTH SIDES) PRIME (SEE TYP. BOTH SIDES) JOIN T W TOR W OVERLAY A No scup 3 RECORD DRAWING SYM REVISION I BY I APRV'D I MARKS DATE BLYTHE AIRPORT COUNTY OF RIVERSIDE CALIFORNIA R/W OVERLAY & LIGHT RELOCATION N0.30Nt AIRPORT Date: HOD GES & SH U TT • Consulting DECEMBER 19 AIRPORT CONSULTANTS do ENGINEERS • Planning Job File No.: OF - 5010 Aviation Blvd.. Santa Rasa, California 45403 • Engineering BLH 0194 Check: Approved: Scale: Sheet RJ GC BE LBM 1" =50' 3 Of Designed: Drawn: 9 D -N� 1'=50' PAVEMENT REPAIR PAINT 2' MADE WHITE CENTERLINE STRIPE (TYP) SEE NOTE 4. -SEE 4 (TYP) -- ----E—--------E--------E—-------E— ------ -------E— ------ -------E-------- -------f---------------E---------------E-----—E--------E --- TYPICAL EACH LIGHT 25' 15' (TYP) SEE NOTE 3 m PAINT 2' WIDE WHITE RUNWAY EDGE STTMiPE (TYP) AVEMENT REPAIR Iu NOTE 4. 4 RELOCATE EXIST. RUNWAY EDGE LIGHTS SEE NOTES 1, 6, is 7. -SEE 6 i 10 ('IYP) PAINT 10' WIDE WHITE 7HRESHOL.D RELOCATE EXISTING 114RESHOLD iLX*ffS7 0 —SEEG Wi 09 1 25't 1 10' 1 50' 1 so' I 10' I zs't 10' so' so' 10' r 1' 1 V V 13' MIN. 15' MIN. + GRIND I -V7' NOTCH 1' iyp. SIDES) ....... t + + r r + ...rr+ (TYP. BOTH SIDES) +++++ I + _ * r +, �. . ...... —� + .......... . l l 2' DEEP PAVEMENT REPAIR SEE NOTE 4. 5' AC TRANSITION EXIST. 2 f/2..�1 �� 1 + + + T 2 112" AC AC e + �— i � EXIST — —� T.' ExsT. s•.Ae EXIST s.,AS _ 3" COLD NRLACE STRIP FABRIC & CRACK REPAIR RECYCLED AIC (LONGITUDINAL 1c TRANSVERSE CRACKS) SEE NOTE 2- 2-1/2' AC OVERLAY SEE NOTE 2. RUNWAY OVERLAY TYPICAL SECTION NOT TO SCALE ILMO s4 1113" 2-1/2' AC OVERLAY SEE NOTE 2. RUNWAY OVERLAY NOT TO SCALE ADDITIVE ALTERNATE NO. 4 IV 04 PAINT 3' WIDE YELLOW CHEVRONS SEE NOTE 7 35' OVERLAY TRANSITION -SEE C 10 200' NOTES 1v 1. RELOCATE RUNWAY EDGE LIGHTS AS SHOWN. ABOVE GROUND LIGHT COMPONENTS SHALL BE SALVAGED AND REINSTALLED AS NECESSARY TO PROVIDE A FULLY OPERATIONAL EDGE LIGHTING SYSTEM. UNUSED SALVAGED COMPONENTS MAY BE CLAIMED BY THE COUNTY. COMPONENTS NOT REUSED OR RECLAIMED BY THE COUNTY SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. SEE NOTE 7. 2. PRIOR TO OVERLAY THE CONTRACTOR SHALL REMOVE EXISTING RUNWAY MARKING. PAINT REMOVAL SHALL BE BY SAND BLASTING, GRINDING, OR OTHER METHOD APPROVED BY THE ENGINEER. ALL CRACKS SHALL BE THOROUGHLY CLEANED & HERBICIDED. SEE"DIVISION V. SECTION 6-3.1 Jtc 6-3.2 FOR CRACK REPAIRS. 3. SEE CABLE AND DUCT SCHEDULE, SHEET 3. 4. PAVEMENT REPAIR AREAS SHALL BE DELINEATED BY THE ENGINEER IN THE FIELD. PAVEMENT REPAIR SHALL K COLD MILLED TO A DEPTH OF 2", TACK COATED, AND PATCHED WITH HOT -MIX ASPHALT. 5. SIDE STRIPES ARE DIMENSIONED 50' FROM CENTERLINE TO OUTSIDE EDGE OF EACH STRIPE. 6. RUNWAY EDGE LIGHTS SHALL BE INSTALLED SUCH THAT THE LIGHTS ARE WITHIN 1"t OF THE ALIGNMENT SHOWN. OFFSETS FROM RUNWAY CENTERLINE SHALL BE FROM THE CENTERLINE AS ESTABLISHED FROM THE SURVEY MARKERS AT RUNWAY END. EXISTING CENTERLINE MARKING MAY NOT ACCURATELY REPRESENT THE TRUE CENTERLINE. 7. TESTING OF EXISTING EDGE LIGHT CIRCUITS IS REOUIRED BEFORE ANY QGHTS ARE REMOVED. EXISTING RUNWAY LIGHTS SHALL BE ANA COUNTY RECORD DRAINING REPPRESENTA IVE. ANY°u USABLE COMPONENTS SHA"LED BY THE CONTRACTOR AD BE IDENTIFIED. SEE PROJECT SPECIFICATIONS, DIV. IV, SECTION 11-3.4 BID ADDENDUM NO.I LCN 1 4/96 BID ADDENDUM NO.2 LCN I 4/96 Sym I I MARKS DATE REVISION BLYTHE AIRPORT COUNTY OF RIVERSIDE, CALIFORNIA R/W OVERLAY & LIGHT RELOCATION *r Designed: RJ /GC HODGES & SHUTT AIRPORT CONSULTANTS do ENGINEERS 5010 Aviation Blvd., Santa Rosa. Caiifomia 95403 AIRPORT • Consulting • Planning • Engineering Date: DECEMBER 1994 Job File No.: BLH 0194 Drawn: I Check: LBM I Approved: I Scale: Shoot Of '� � 1 w=50 � 1 4 gjjP6 -HN o� F= IK + GRIND I -V7' NOTCH 1' iyp. SIDES) ....... t + + r r + ...rr+ (TYP. BOTH SIDES) +++++ I + _ * r +, �. . ...... —� + .......... . l l 2' DEEP PAVEMENT REPAIR SEE NOTE 4. 5' AC TRANSITION EXIST. 2 f/2..�1 �� 1 + + + T 2 112" AC AC e + �— i � EXIST — —� T.' ExsT. s•.Ae EXIST s.,AS _ 3" COLD NRLACE STRIP FABRIC & CRACK REPAIR RECYCLED AIC (LONGITUDINAL 1c TRANSVERSE CRACKS) SEE NOTE 2- 2-1/2' AC OVERLAY SEE NOTE 2. RUNWAY OVERLAY TYPICAL SECTION NOT TO SCALE ILMO s4 1113" 2-1/2' AC OVERLAY SEE NOTE 2. RUNWAY OVERLAY NOT TO SCALE ADDITIVE ALTERNATE NO. 4 IV 04 PAINT 3' WIDE YELLOW CHEVRONS SEE NOTE 7 35' OVERLAY TRANSITION -SEE C 10 200' NOTES 1v 1. RELOCATE RUNWAY EDGE LIGHTS AS SHOWN. ABOVE GROUND LIGHT COMPONENTS SHALL BE SALVAGED AND REINSTALLED AS NECESSARY TO PROVIDE A FULLY OPERATIONAL EDGE LIGHTING SYSTEM. UNUSED SALVAGED COMPONENTS MAY BE CLAIMED BY THE COUNTY. COMPONENTS NOT REUSED OR RECLAIMED BY THE COUNTY SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. SEE NOTE 7. 2. PRIOR TO OVERLAY THE CONTRACTOR SHALL REMOVE EXISTING RUNWAY MARKING. PAINT REMOVAL SHALL BE BY SAND BLASTING, GRINDING, OR OTHER METHOD APPROVED BY THE ENGINEER. ALL CRACKS SHALL BE THOROUGHLY CLEANED & HERBICIDED. SEE"DIVISION V. SECTION 6-3.1 Jtc 6-3.2 FOR CRACK REPAIRS. 3. SEE CABLE AND DUCT SCHEDULE, SHEET 3. 4. PAVEMENT REPAIR AREAS SHALL BE DELINEATED BY THE ENGINEER IN THE FIELD. PAVEMENT REPAIR SHALL K COLD MILLED TO A DEPTH OF 2", TACK COATED, AND PATCHED WITH HOT -MIX ASPHALT. 5. SIDE STRIPES ARE DIMENSIONED 50' FROM CENTERLINE TO OUTSIDE EDGE OF EACH STRIPE. 6. RUNWAY EDGE LIGHTS SHALL BE INSTALLED SUCH THAT THE LIGHTS ARE WITHIN 1"t OF THE ALIGNMENT SHOWN. OFFSETS FROM RUNWAY CENTERLINE SHALL BE FROM THE CENTERLINE AS ESTABLISHED FROM THE SURVEY MARKERS AT RUNWAY END. EXISTING CENTERLINE MARKING MAY NOT ACCURATELY REPRESENT THE TRUE CENTERLINE. 7. TESTING OF EXISTING EDGE LIGHT CIRCUITS IS REOUIRED BEFORE ANY QGHTS ARE REMOVED. EXISTING RUNWAY LIGHTS SHALL BE ANA COUNTY RECORD DRAINING REPPRESENTA IVE. ANY°u USABLE COMPONENTS SHA"LED BY THE CONTRACTOR AD BE IDENTIFIED. SEE PROJECT SPECIFICATIONS, DIV. IV, SECTION 11-3.4 BID ADDENDUM NO.I LCN 1 4/96 BID ADDENDUM NO.2 LCN I 4/96 Sym I I MARKS DATE REVISION BLYTHE AIRPORT COUNTY OF RIVERSIDE, CALIFORNIA R/W OVERLAY & LIGHT RELOCATION *r Designed: RJ /GC HODGES & SHUTT AIRPORT CONSULTANTS do ENGINEERS 5010 Aviation Blvd., Santa Rosa. Caiifomia 95403 AIRPORT • Consulting • Planning • Engineering Date: DECEMBER 1994 Job File No.: BLH 0194 Drawn: I Check: LBM I Approved: I Scale: Shoot Of '� � 1 w=50 � 1 4 gjjP6 -HN 1'=200' Ac tAfth - e 5 14K X. mAmy 8-28 14T + 00T }1♦00 D TAXIWAY E Ac TAPER -SEE $ f+ T ` , I AD vE ALTERNATE fn ' ST7i +, .. I PC ST x+00 ♦ U ♦ + + # ♦ ♦ + ♦ + # + h TAXIWAY A & F PLAN VIEW 3'92 —1.2 3" .DA+ vw =v sm00 111 PVI STA = 21+50 PVI ELEV = 395.85 200.00' VC FINISHED GRADE EXISTING GROUND i KTAPE,-SEEe PVI STA 35+00 PVI ELEV 391.28 200.00' VC N C4 C-4 $ n + Go m < W .. � B8 TAJOMIAY A — m I TAXWY M 1 tit u PVI STA 39+00 PW ELEV = 391.58 104.00' VC N � 0 w t PVI STA = 2+50 NN es PM ELEV = 393.02 . Pi 200.00' VC 40 N 2+25 + * PVI ELEV = 392.98 N � + L'( n -150.00' VC, go cs 396 8P 3'92 —1.2 3" .DA+ vw =v sm00 111 PVI STA = 21+50 PVI ELEV = 395.85 200.00' VC FINISHED GRADE EXISTING GROUND i KTAPE,-SEEe PVI STA 35+00 PVI ELEV 391.28 200.00' VC N C4 C-4 $ n + Go m < W .. � B8 TAJOMIAY A — m I TAXWY M 1 tit u PVI STA 39+00 PW ELEV = 391.58 104.00' VC N � 0 w t 0+00 _ 2+00 4+00 6+00 EXISTING R/W 525' 215' VARIES VARIES 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 28+00 TAXIWAY A & F PROFILE vWr. scll" I• • NOML sws r TAXIWAY 275' `L W. 25' 25' 35' 1' ............. vvvvvvvvvvvvvvv v v vvvvv v v 4 °44 44 4 4a 4 d 44 4 44 4444 44 4% 44 a4 2.5' AC SURFACE COURSE (SEE AC TAPER) 44 4 44 4 ° 4 ° ° ° 4 a 4 a a° BITUMINOUS PRIME COAT 9' AGGREGATE BASE COURSE (100% R.C.) 19' SUBGRADE (10OX R.C.) DpDpDDDDDDDDpppDDDpD 14' SUBGRADE (90% R.C.) p D D Dp D p pp D D p pD Dp p DD p D 13' SUisI6RADE (85% R.C.) DDD D TAXIWAY A TYPICAL CROSS SECTION STA. 6+10.62 TO 37+37.46 NO SCALE 5 28+00 30+00 32+00 TAXIWAY 35' 25' 25' 1' (TYP) vvvvvvvv vvvvvvvvvvvvvvv v / vvvv V v �L u 4 4444444°444446 14 4 444 444 4 d 4 4 4 °d 4444444ad4a 48 ° 34+00 38+00 FL 35' 1' (TYP) 3� 38+00 40+00 42+00 4-. AC SURFACE COURSE BITUMINOUS PR*AE COAT 9' AGGREGATE BASE COURSE (100% R.C.) 19' SUBGRADE (100% R.C.) D p - p p D 14' SUBGRAm 195% R.C.) D p pp D Dp p D DQ SUBGRADE (90% R.C.) / ppODDD�'DpDpDDDDDDD�pD 13' SUBGRADE (85X R.C.) DD D TAXIWAY A TYPICAL SECTION STA. 38+08 TO 42+34.91 NO SCALE TAXIWAY i 3S' S 25' 35' 25° MN. 1' (M) 1'(TYP) vvvvvvvv vvvv - �v v TAXIWAY F ONLY \TAXIWAY E ONLY VARIES + NOTE: SMOOTH GRADE TO CONFORM TO 444, 4 4444, ° d 4444444 s n ° 2.5' AC SURFACE COURSE (SEE AC TAPER) RUNWAY SHOULDER Oft PROVIDE 444 44 4444 a ° 44 ° d ° 4 44d a BITUMINOUS PRIME COAT DRAINAGE TO INFIELD AREA 1 9' AGGREGATE BASE COURSE (100% R.C.) 19' SUBGRADE (100% R.C.) D p D p p D 14' SUBGRADE (95% R.C.) DD D D DD D p DA p DQ G p D� pDD Dp 14' SUBGRADE (9O% R.C.) \// DDQCpDDppDDDDDDppDpDD 13" SUBGRADE (85% R.C.) TAXIWAY E & F TYPICAL SECTION /"C­"� NO SCALE (� NOTE: T/W IS NOT CROWNED AS SHOWK IT IC COOLS SLOPED WEST TO EAST, SEE REV1SW GRADES ON PLAN SHUT & PVI STA s 2+25 + * PVI ELEV = 392.98 0. n -150.00' VC, go cs +0 8P N E's y+j •mss W < 1 M d 40 n $ > < > z U z 2 �- Bioko. 0,; _m4"* mm -m ENEM m"Im Emmimmm mmmmm 0 mug MENNEN 0 MENNEN No mmmmmmmmmmm mwm ���mmmmmm mmm mmmmommimmmm I 0+00 _ 2+00 4+00 6+00 EXISTING R/W 525' 215' VARIES VARIES 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 28+00 TAXIWAY A & F PROFILE vWr. scll" I• • NOML sws r TAXIWAY 275' `L W. 25' 25' 35' 1' ............. vvvvvvvvvvvvvvv v v vvvvv v v 4 °44 44 4 4a 4 d 44 4 44 4444 44 4% 44 a4 2.5' AC SURFACE COURSE (SEE AC TAPER) 44 4 44 4 ° 4 ° ° ° 4 a 4 a a° BITUMINOUS PRIME COAT 9' AGGREGATE BASE COURSE (100% R.C.) 19' SUBGRADE (10OX R.C.) DpDpDDDDDDDDpppDDDpD 14' SUBGRADE (90% R.C.) p D D Dp D p pp D D p pD Dp p DD p D 13' SUisI6RADE (85% R.C.) DDD D TAXIWAY A TYPICAL CROSS SECTION STA. 6+10.62 TO 37+37.46 NO SCALE 5 28+00 30+00 32+00 TAXIWAY 35' 25' 25' 1' (TYP) vvvvvvvv vvvvvvvvvvvvvvv v / vvvv V v �L u 4 4444444°444446 14 4 444 444 4 d 4 4 4 °d 4444444ad4a 48 ° 34+00 38+00 FL 35' 1' (TYP) 3� 38+00 40+00 42+00 4-. AC SURFACE COURSE BITUMINOUS PR*AE COAT 9' AGGREGATE BASE COURSE (100% R.C.) 19' SUBGRADE (100% R.C.) D p - p p D 14' SUBGRAm 195% R.C.) D p pp D Dp p D DQ SUBGRADE (90% R.C.) / ppODDD�'DpDpDDDDDDD�pD 13' SUBGRADE (85X R.C.) DD D TAXIWAY A TYPICAL SECTION STA. 38+08 TO 42+34.91 NO SCALE TAXIWAY i 3S' S 25' 35' 25° MN. 1' (M) 1'(TYP) vvvvvvvv vvvv - �v v TAXIWAY F ONLY \TAXIWAY E ONLY VARIES + NOTE: SMOOTH GRADE TO CONFORM TO 444, 4 4444, ° d 4444444 s n ° 2.5' AC SURFACE COURSE (SEE AC TAPER) RUNWAY SHOULDER Oft PROVIDE 444 44 4444 a ° 44 ° d ° 4 44d a BITUMINOUS PRIME COAT DRAINAGE TO INFIELD AREA 1 9' AGGREGATE BASE COURSE (100% R.C.) 19' SUBGRADE (100% R.C.) D p D p p D 14' SUBGRADE (95% R.C.) DD D D DD D p DA p DQ G p D� pDD Dp 14' SUBGRADE (9O% R.C.) \// DDQCpDDppDDDDDDppDpDD 13" SUBGRADE (85% R.C.) TAXIWAY E & F TYPICAL SECTION /"C­"� NO SCALE (� NOTE: T/W IS NOT CROWNED AS SHOWK IT IC COOLS SLOPED WEST TO EAST, SEE REV1SW GRADES ON PLAN SHUT & —1.39% 392 DAftw AWV 396.00 A Mp'1 0+00 2+00 4+00 TAXIWAY E FINISHED GRADE EXISTING GROUND 1 LES , MOm @.as&" � 0IY1t. �C 5'k RECORD DRAWING j NEW ASPHALT CONCRETE RIECOW DRQ V 1 V97 4' SYM REVISION BY APRV'D MARKS DATE 2.5' v. ... ..... ..... . ��Vv BLYTHE AIRPORT OVVaVVVVVVVaVV4 J V V V p V V V V V p p V V AB a SUBGRADE COUNTY OF RIVERSIDE CALIFORNIA V p V V V V V V V V p V V O p V v v v v v v v v v v PER TYP. SECTIONS r TAXIWAY PLAN & PROFILE AIRPORT Date: 4" TO 2 1/2 AC TAPERH ODOES & SH U TT • Consulting DECEMBER 1994 D AIRPORT CONSULTANTS do ENGINEERS • Planning 5 10 Aviation Blvd., Santa Rosa, California 95403 • EngineeriJab File No.: NO SCALE 50ng BLH 0194 Designed: Drawn: Check: Approved: Scale: Sheet RJ/GC BE I LBM 1 1'200' 5 Of 11 908 -NN PVI STA s 2+25 + * PVI ELEV = 392.98 0. n -150.00' VC, go cs +0 8P N y+j •mss W < 1 M d 40 n $ > < > z U z 2 �- —1.39% 392 DAftw AWV 396.00 A Mp'1 0+00 2+00 4+00 TAXIWAY E FINISHED GRADE EXISTING GROUND 1 LES , MOm @.as&" � 0IY1t. �C 5'k RECORD DRAWING j NEW ASPHALT CONCRETE RIECOW DRQ V 1 V97 4' SYM REVISION BY APRV'D MARKS DATE 2.5' v. ... ..... ..... . ��Vv BLYTHE AIRPORT OVVaVVVVVVVaVV4 J V V V p V V V V V p p V V AB a SUBGRADE COUNTY OF RIVERSIDE CALIFORNIA V p V V V V V V V V p V V O p V v v v v v v v v v v PER TYP. SECTIONS r TAXIWAY PLAN & PROFILE AIRPORT Date: 4" TO 2 1/2 AC TAPERH ODOES & SH U TT • Consulting DECEMBER 1994 D AIRPORT CONSULTANTS do ENGINEERS • Planning 5 10 Aviation Blvd., Santa Rosa, California 95403 • EngineeriJab File No.: NO SCALE 50ng BLH 0194 Designed: Drawn: Check: Approved: Scale: Sheet RJ/GC BE I LBM 1 1'200' 5 Of 11 908 -NN ------f-----------------f----------o----—f---------t-----•-f---------♦------E---------t--------E----------------f--- -- � 5 i unway 8 - 26 JOIN EX I JOIN EXIST. RUNWAY PAVEMENT I( -SEE 10 AC TAPER -SEE ♦ 5 T � � ah 394 _STA. 0+75*� `_—_ s -------- -�—�� —� ---- E- __E -- ----------E-------o-------E------ t -----------E------ a----- --- Mir WW.719 ���'� STA. I:tQg E EXIST. 10' MADEi A x EXIST. R/W EDGE UGH CABLE STABILIZED SHOULDER EM AC ♦--- -----------------------__ SEE Nom 1. (M) (M) BECaN�! EP TAN PER 1ia`i3 W --- -"� SEE �N { TE 2RI 393 _---------------- -- ------ REAAO'VE _--------- - - - evc ABANDONED INSTALL NEW DUCT & PULL BOXES -SEE 10 - PyAT SEE CABLE is DUCT SCHEDULE SHEET 9 " INSTALL PULL BOX (M) ,STA.2+00 A ' =s€E• TYP) ___---�-----------------------------------s--------------------------- ----- W --------------__ __- - ---- - _ ---- ------------------------------------- - iD _ o -------_--____-- --- �°------- -- -�92 - q- -� ® \\�`----------------------- -1� ---------------------------_---------------------------------- - x----------3---------------------------x------------------------ ------ EMEP APER 25' LT - _ _ ___ -------_-____-_--------- ------------------------------"------- -,,� -------------------- _ Md ALL SIGN ' -'14- N PAINT TAXIWAY HOLD LINA------3CZ -_-_- - - 525' SEE NOTE Z ♦ -9EE WON EP TAMIR LT. ' 10 STA. 3+00 A x , 125.15' 102.31' "e C C 5, • ♦ ♦ � worwrc NOT DOLE PER R.C. LETTE 110/28/96 275' PC ZW RT. 22.51*no mi (TV) )><iIN s' E X APER 393 .,, _ i ♦ 10 INSTALL TAXIWAY REFLECTOR T PAINT 6' YELLOW TAXIWAY CENTERLINE S1 MPE -SEE 10 (M) a`a .• �', 393•,•.� � � • � 104,58' x )i '' 10' (TYP) -`�� a X' 1 ,�AN Taxiway A GUMXL104 1116" k 1 X � ' • X � X \ `` `�. 392`► �h �9 �4h1 ♦ -e . Id F1 �ry4 6 SPACES 61 181' EACH (TYP BOTH SIDES OF T/W) x , , , qp �4h ♦ �qhg �9 ♦ 10%, 4h ' X13 'Sip Z' _ - + �' ,•'� ip 4l;j i x � 3P'3 i NOTES: 1. CONTRACTOR SHALL PROVIDE TEMPORARY HARING AS NECESSARY TO KEEP RUNWAY 8-26 EDGE LIGHTS OPERATIONAL THROUGH CONSTRUCTION. FINAL MIRING SHALL BE THROUGH NEW DUCT AND PULL BOXES AS SHOWN. REMOVE ABANDONED CONDUCTOR. 2. *WALL LIGHTED SIGN, SEE SIGN SCHEDULE SHEET 9 AND -SEE 11 A 11 1'=50' RECORD DRAWING RECORD DRAWING FEVOONS t Amm 1 44 V97 Sym I MARKS DATE pBLYTHE AIRPORT COUNT' OF RIVERSIDE, GWFORNU TAXIWAY CONSTRUCTION HODGES & SHUTT AIRPORT CONSULTANTS do ENGINEERS 5010 Aviation Blvd., Santa Row. California 95403 Designed: Drawn: Check: Approved: RJ /GC BE I LBM AIRPORT Date: DECEMBER 1994 • Consulting Jab File No.: • Planning • Engineering BLH 0194 Scale: Sheet is, -50, 1 6 0go 84Wf r ----o---f-----------f-----♦---------f------i-----f-----------o-------f --------o-------f---------------------------a------E--------- RUNSWAY s1mw ------------------- JOIN EXIST. RUNWAY PAVEMENT- -SEE G 10 '\-6' TAXIWAY STRIPE C--- =------------- - - -- I 200• I I AC TAPER -SEE D s REMOVE Nk SALVAGE EXIST. RU AY LIGHT SEE NOTE 2 �__Ml -------- Runway 8 — 26 ------------�-- ----pr------------------ EXIST. 10' YMDE_J-EXIST. R/W EDGE LIGHT CARE STAWAZED-V SEE NOTE 1. (TYP) ,--`- (TYP) --------------- Jam' 11 -- -------- --- e �—INSTALL NEW DUCT. CABLE. t PULLBOXES-SEESTA_ 1j:m9Q fm ----------- -- -"'"" ©SEE CABLE B DUCT SCHEDULE. SHEET 9. 10 3 FPC ZW MT. 77—-----------------'� STA. 2+00 E `------------------ae�-- - -"-_�-'� 50' -----�--------------f-------r—Cr- E� _r------------------ --- 1NSJALL PULt1�OX---_--_ ----------------------------- ------ +d �` d' cp -__--------�------ ---- --- --- -- - - `° —SEE (M) ,�p� - -- d' �' �' ,�qp`p •e°' x. _' x A ----------------_------_-------------_---- x--------- _ _ x _ _ _ _ x _ x --- STAL 00 IE Wam- T. -- ----------------INSTALL SIGN ___- ♦4 ___ - ---.------------------------------------------------------- ------------------ _-------------------------------------------—--------- --------------------------------------------------------------------- ---------------------------------------____- IEM EP TAPPER _ 525' _ STA_ - PAINVtAXIWAY HOLD UNE A EL9111101 EP TAPER 25- LTt 1 � -SEESTA. 3+00 � � �J 10 EVC 102.31' C � 124.17 >_ 5 X, < INSTALL DUCT MARKER 275' ,* -SEEPC W MT. ' `� 30.74' LIMIT OF TA)CIWAY E N 6 AOITEALERNAE N � NSTALL TAXIWAY REFLECTOfi,- i <<� • 4 '� WOW NOT DONE PERSEE R.C. LETTER 10/26/66 - END EP TAPER / .' 1p ...................... _...................... .............. `.. , qp 0 1. air a, Mr L Taxiway A ' P NT 6' YELLOW T WAY CENTERLINE STRIPE 41 - W � bL xlli 156.85' _ x_p r -f 1 41r f f f %Ib `k '' ,5gti 4p. X ,/ x i 3-5. (M) ---- ---Cb-_ ,' �� '1b 411 TAXIWAY A • 4V l7' 341" A f f A x 8 SPACES • 181' (TYP. BOTH SIDES OF T/W) / / / NOTES: 1, CONTRACTOR SHALL PROVIDE TEMPORARY WIRING AS NECESSARY TO KEEP RUNWAY B-26 EDGE LIGHTS OPERATIONAL THROUGH CONSTRUCTION. FINAL WIRING SHALL BE THROUGH NEW DUCT AND PULL BOXES AS SHOWN. REMOVE ABANDONED CONDUCTOR. 2. INSTALL LIGHTED SIGN. SEE SIGN SCHEDULE SHEET 9 AND -SEE 11 11 ,t 4 1`q W. t,LEE S.''` No. 306K Exp. 301AS �' 4 CL �M FOF CAV* RECORD DRAWING A 44 Sym pI MARKS I DATE RYo BLYTHE AIRPORT COUNTY OF RIVERSIDE CALIFORNIA TAXIWAY CONSTRUCTION *r Designed: RJ /GC HODGES & SHUTT AIRPORT CONSULTANTS is ENGINEERS 5010 Aviation Blvd., Santa Rom California 95403 Drawn: BE I Check: LBM I Approved: AIRPORT Date: DECEMBER 1994 • Consulting Job Fite No.: • Planning • Engineering BLH 0194 Scale: Sheet 1" =50' 7 Of 11 f 1 ` 1 CONNECT AT I I I I \ I EXIST. RUNWAY UGHT — I — f -EXISTING PULL BOX (TYP) --cr-------- ------ --------E F---6/- -� I I I I I I I I 1 "-50' R/W 17-35 OVERLAY I Runway 8— 26 SEE SHEETS 3 7y� I INSTAL_ LIGHTED SIGNS CONNECT AT EXIST. PULLBOX CONNECT AT EXIST. I I SEE NOTE 5. (TYP) R/W LIGHT I I t �-• ` - v FIT jjiliii� t , -�- —f— -- �, 15 p-----�----- --- � -- � BALE ANCHORING 12 t NO SCAB ---- ----------------- �I Q . _ I \ I PAINT DOUBLE YELLOW / \ \ II m NOTE: If A RAIN STORM EVENT IS IMMINENT, I I T/W EDGE STRIPE / \ \ THE CONTRACTOR . SHALL RNG CATCH BASWS WITH STRAW BALES (4 MIN.) AS FRAME GRATE IN DETAik B DOVE ELOCAW T/W EDGE LIGHTS \ FRAME ANGLE I SEE SHEET 3 AND NOW 3. FRAME SIDE BAR \ EXISTING TAXIWAY 1pI !' EDGE LIGHT CIRCUIT \ II CABLE TOOIRECT BUNI 4p• REMVASI AIN + \ \ \ AS SHOWN (TYP) PROCONNECT, AT EXIST. LIGHT BASE TECT U'SGS SURVEY MONUMENT; I /� SMOOTH GRADE TO MONUMENT USING - I AM, \ \ DU7M- R/W 17- EXIST VASI \a \ \ \ OUT w CABLE. SEE \ \ ��// TYP)l EDGE LIGHT CIRCUIT- - • I I NOTE 6. I \ \ \ 1 I I NOTE CONTRACTOR CAN SUBMIT * \\ N MODIFICATION PLAN FOR APPROVAL \ ` I) \ I " INSTALL NEW DUCT t PULL BOXES. I ', BY THE ENGINEER SEE CABLE & DUCT SCHEDULE 'SHEET • -SIE JOIN ST. CIRCUIT. INSTALL k 0 (TYP) 1 I I ONNECT AT NEW AT EXIST. UpfT \ \ \ — — — — EXi T. a t WALL WITH WORK NOT DOLE PER R.C. LETTW 10/28/96 I 1 NEW PULL ` \ I INSTALL NEW CATCH BASIN �c 12' RCP 12' RCP 1/7' REI�iAR i O.C. I 19 BOX \ \ Q I GRATE ELEV-3.75PIQNtAm � `I ii LL T +I b 3 J� jam, f 1 "/'�'SAW CUT AND REMOVE EXISTING II \ -SEE A � H , _ PAVEMENT. GRADE SHOULDER TO D" \ 10 0 HINT 6' YELLOW T/W S1RE (TYP) 45* , INSTALLCATCH B6SIN SIGNy( + I E ST SALVAGE SEE NOTE . SRS� \ EXISTING 8-V2' X 11' CB TO REMAIN \ ; PAINT T HOLD UNE F(TYP) I SEE 1.} ® \ CONNECT TO ' g0IT0 ' N6TALL VASI \ OS EXIST. PULLBOX NO SCALE SIMM p �[ I i A906 P/B's \ Q ,o -SEEQ)TYP(),p' 6 O x I SAW CUT �c + + T + , EXIST. VASI. TO REM 1 ,q O 4 JOIN OVERLAY � Q 'SP • �. OCATE T/W LIGHT SEE NOTE 4 GRADE + ♦ \ + 134.315•--E----o--L�-----aE----- -o VASI TO DRQ f EXIST. pUCT MARKER \ - `•p• - ` '1A EXIST. TAXIWAY • 1z I I " • - -� p JOIN EXISTING STRIPE e I NOTES: 1p --- 1 I N61k 1 f------- • '� W�' R:200 R�2� 1. REMOVE AND SALVAGE EXISTING RUNWAY EDGE LIGHTS PRIOR TO TAXIWAY Ch1 Taxiway A ; I CONSTRUCTION. LIGHT CABLE SHALL BE TEMPORARILY RELOCATED DURING �• ��� Ta x I W O A _ H REMOVE & SALVAGE EXIST. TAXIWAY CONSTRUCTION IF NECESSARY TO SATISFY REGUPJ3AENTS IN THE SPECIAL PROVISIONS _ , � � + I � 1! LIGHTS St CABLE REGARDING RUNWAY LIGHT OPERATION. FINAL LIGHT CABLE ALIGNMENT SHALL BE • 10' (TYP) R. I ENDS �� I p SEE NOTE 3. (TYP) �_ THROUGH THE NEW PULL BOXES AND DUCT OR TO EXISTING LIGHTS AS SCHEMATICALLY AT 1 �• SHOWN. SALVAGED LIGHT COMPONENTS NOT USED FOR EDGE LIGHT RELOCATION. OR AC TATER t /W ) I CLAIMED BY THE COUNTY SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. ��y. -SEE ` , INSTALL /W LIGHTS - •� s 1 1 8.� -� A p I 2. SMOOTH GRADE AREA TO PROVIDE DRAINAGE INTO CATCH BASIN. STUB NEW 12 RCP i + 11 10 (�) I PIPE INTO EXISTING CB OR BOX CULVERT.GROUWD FLUSH WITH INTERIOR WALL SPACES • 181' c + �T� 45.1 i' INSTALL T/W REFIJECTORS (TMC BOTH g �, T/W) + • I 45 1MN i ` SEXIST. 2'x3' PCC 3. REMOVE AND SALVAGE EXISTING TAXIWAY EDGE LIGHTS PRIOR TO TAXIWAY Q ' 1 8 >R � Y BOX CULVERT / I CONSTRUCTION. LIGHT CABLE SHALL BE TEMPORARILY RELOCATED IF NECESSARY TO ►/1'15 -SEE (TYP) I \ JOIN EXIST. CIRCUIT. INSTALL MAINTAIN TAXIWAY LIGHT CIRCUIT OPERATION THROUGHOUT THE CONSTRUCTION. NEW BASE AT EXIST. LIGHT "� 1 FINAL LIGHT CABLE ALIGNMENT SHALL BE AS SHOWN. SALVAGED COMPONENTS NOT I I ` INSTALL \ J USED OR CLAIMED BY THE COUNTY SHALL IE DISPOSED OF OPF-=W BY THE •5 '� 1 1 CATCH BASIN 12 RCP CONTRACTOR. BASIN kALL COSTS SHALL BE INCLUDED N THE BIO PONCE FOR TAXIWAY LIGHT •t I . +�ry� 4 I TOP GRAB EL 31118.50 II \ RELOCATION. T I -SEE a 8 I 4. REMOVE EXISTING STAKE MOUNTED TAXIWAY EXIT AND EDGE LIGHTS. SALVAGE ABOVE d' IE.NSTALL GROUND COMPONENTS. ALL WEW T/W BASE MOUNTED LIGHTS AS SiiOWN. REMOVE 21 2 (TYP.) ( \ I I ALL ABANDONED COMPONENTS AND CABLE. I I 5. INSTALL LIGHTED SIGN. SEE SIGN ULE ON C SCHED SHEET 9 AND -SEE11)AC(P II m 6. THE EXISTING ELECTRICAL SERVICE FOR RUNWAY 17-35 VASI'S SHALL n I \ I BE PROTECTED AND MAINTAINED. LOWER OR OTHERWISE ADJUST THE Rf CABLE DUCT AS NECESSARY TO CONSTRUCT TAXIWAY A. THE VASI'S SHALL CONNECT AT u� II \ , I BE OPERATIONAL WHENEVER THE RUNWAY IS OPEN. NO SEPARATE PAYMENT EXISTING LIGHT BASE 1 \ ' I MMALL BE MAGE FOR THE COST OF WORK ASSOCIATED WITHOMI PROTECTING, MAINTAINING AND ADJUSTING THE VASI ELECTRICAL SERVICES THE COST 7HW-240LD LIGHT MODIRCAT1oNs SEE SHEET 3 , E OF THIS WORK SHALL BE INCLUDED IN THE PRICE OF EARTHWORK & SITE PREPARATION. \ RELOCATE TAXIWAY EAT LIGHTS f E SEE SHEET 3 Nk NOTE 3 & \ IBID IW 1 LC N 4/96 - I I N0. - -RECORD DRAWING REVISIONS \ 10 ol AINT T/W HOLD UGel' NE (TYP) / \ * �.3/31MG I 3 V \ � SYM REVISION BY —F — — \ clj• Civ{L APRV'D MARKS DATE � \ I ofC�''` I BLYTHE AIRPORT � GRADE INFIELD AREA \ I >n DRAIN TO C.B. COUNTY OF RIVERSIDE CALIFORNIA ABANDONED RUNWAY EDGE UGH\ I 4 YELLTaxiway A—A � WIND WE DIRECT SIAL CABLE\ TAXIWAY CONSTRUCTION AINT DOUBLE T/W EDGE STRIPE (I \ TO POWER VAULT oats: I 7 H O D G E S& SHUT T AIRPORT Consulting ,� 1993 �— —o-- --0 — -- E — — 0- — — — — — + -- - �- — — — — _ — — — — _,E— — — —E— AIRPORT CONSULTANTS & ENGINEERS • Planning Job Fdo No.: 5010 Aviation Blvd.. Santa Rosa. California • Engineering � 8LH 0194 Pawmt ►�--a II BUILDRNG Designed: Drawn: Check: Approved: Scale: Shoot- RJ/GC heet RJ GC BE I LBM 1 1" =50' _11Of 90S -NH u CONDUIT & CABLE SCHEDULE ® 1-2' PVC CONDUIT WITH 1-^ 5KV CABLE ® 1-2• PVC CONDUIT 2—A 5KV CABLE ©4-2/ PVC CONDUIT; ONE WITH 1-/B 5KV CABLE AND 3 SPARES. CONCRETE ENCASED WITH PULL ROPES IN 807H DUCTS ®4-2+ PVC CONDUIT. ALL SPARES CONCRETE ENCASED WITH PULL ROPES IN ALL DUCTS. 1' - 200' • �m RUNWAY 8 - 26 CONNECT • EX. PULLBOX CONNECT • Ex LIGHT BASE .,� rrrr....r i--r-.°'-r�w�-. , i --T-..1" '°""-® •" _-.r�r�+.o r�.r. --"'-�'--. . "'®'® • E 3 2W (TV) 9) T/W A PROVIDE & INSTALL LIGHTED SIGN (TYP) SEE NOTE 1 & -SEE 9 0 T 11 4-4• UNDERGROUND DUCT x 6 6 • WNIEMMY 2' FLEXIBLE CONDUIT I I I IER I I I I �WY5KV�ELo wREW�5KV OUTGOING LINS J1_1L------------------------BR ------------��-- rr------- ----------------------- -----—J—L�=----�—�1 I r------�T-- --� ------rF--- —rTT'— ---- ----- I I 1 KR PANEL I I I PULLBOX No. 1 F- — -I� I I I — — — I I —i i i l WIND TEE BOOSTER TRNSFMR r � I I r J I I E)OST. CONTROL TERMINAL STRIP I F_ _ J I ( I I FOR RUNWAYS & TAXNWIAYS L------ it ( I I I II II II II I l b 7xl1s/T'2 KW L-812 REGULATOR FOR RUNWAY 8-26 REMOVE EMSTING 4KW L-812 AIRPORT LIGHTING POWER BUILDING J I REGULATOR FOR RWY 17-35 BLOCK WALL WITH CONCRETE FLOOR I I EYAST. 7 1/2 KW REGULATOR FOR TAMWAYS AM INSTALL NEW 7 1/2 KW L-828 DRY TYPE REGULATOR II II II II I ALL 3 REGULATORS ARE HEAVY DUTY BRAND II II II II L-------------------Z___----------------------J --J 042496 R /W 17-35 REGULATOR REPLACEMENT 0 v _* C Ir. C 6%Y - BUCK LEGEND ON YELLOW BACKGROUND W/R - WHITE LEGEND ON RED BACKGROUND BLANK - Y/B W/R COMBINATION SIGN -SEE DIAGRAM SIGN TYPE: TYPE A - 2. 3. OR 4 MODULE LIGHTED SIGN TYPE B - SINGLE MODULE LIGHTED SKIN V �* ® A 14 - 3 2 W/R v Y/e J COMBINAMON SIGN COLOR 3 SIGN SCHEDULE rB"*"**N CONNECT • EX LIGHT BASE CONNECT r- CONNECT 0 EX LIGHT BASE ' LIGHT BASE + « %CONNECT TO EXIST. LIGHT BASE SEE CABLE ! DUCT SCHEDULE (TYP) r / m * 1► 0 • C 8-26 y * ► \• SEE SIGN SCHEDULE (TYP) B A26 Mr. r NOTM' TERMINAL BUILDING ( I I I 1. SEE SHEETS 6. 7. Nk 8 FOR ADDITIONAL SIGN, CABLE. DUCT INSTALLATION DETAILS. L J Li U — T— L_J Cn FAA POWER •WER VAULT AIRPORT LIGHTING Po REFUGE EXISTING RUNWAY 17-35 4KW LIGHTING REGULATOR RECORD DRAWING WITH NEW FAA L-828. 7.5 KW REGULATOR. OLD REGULATOR SHALL REMAIN AIRPORT PROPERTY. BO ADDENDUM NO. 2 LCN SHE -SEE ov .on,i'n uwi LEE B. MOEN -dry n- No, 30rn ��' �[p. ". 1 i i110 civi CALtF�`�� e 7Uv IF I , . SIGN SCHEDULE ©©©®® .. arae ■Q.� ■�.� t�� A v ��.� a l�Ad KM� 90Mr:���®�a�����o■v�Wcnsa r=o►A:J� EffTA ���©vl�e�����■�or�s.�ssQ�e������irs mcnm®ADDI-MVE a©.� ALTERNATE #1 - TA)OWAY E SIGNS: SEE SPECIAL PROVISIONS OF SPECIFICATIONS ADDITIVE ALTERNATE #3 - DIRECTIONAL SIGNS; SEE SPECIAL PROVISIONS OF SPECIFICA71ONS 6%Y - BUCK LEGEND ON YELLOW BACKGROUND W/R - WHITE LEGEND ON RED BACKGROUND BLANK - Y/B W/R COMBINATION SIGN -SEE DIAGRAM SIGN TYPE: TYPE A - 2. 3. OR 4 MODULE LIGHTED SIGN TYPE B - SINGLE MODULE LIGHTED SKIN V �* ® A 14 - 3 2 W/R v Y/e J COMBINAMON SIGN COLOR 3 SIGN SCHEDULE rB"*"**N CONNECT • EX LIGHT BASE CONNECT r- CONNECT 0 EX LIGHT BASE ' LIGHT BASE + « %CONNECT TO EXIST. LIGHT BASE SEE CABLE ! DUCT SCHEDULE (TYP) r / m * 1► 0 • C 8-26 y * ► \• SEE SIGN SCHEDULE (TYP) B A26 Mr. r NOTM' TERMINAL BUILDING ( I I I 1. SEE SHEETS 6. 7. Nk 8 FOR ADDITIONAL SIGN, CABLE. DUCT INSTALLATION DETAILS. L J Li U — T— L_J Cn FAA POWER •WER VAULT AIRPORT LIGHTING Po REFUGE EXISTING RUNWAY 17-35 4KW LIGHTING REGULATOR RECORD DRAWING WITH NEW FAA L-828. 7.5 KW REGULATOR. OLD REGULATOR SHALL REMAIN AIRPORT PROPERTY. BO ADDENDUM NO. 2 LCN SHE -SEE ov .on,i'n uwi LEE B. MOEN -dry n- No, 30rn ��' �[p. ". 1 i i110 civi CALtF�`�� e 7Uv IF I , . 2O' 20' • Date: 10' ECEMBER 19 •Consulting at i0 • Engineering 10' B1.H 0194 Scale: 22' NO SCALE 10 Of 11 10' 23' 101— 10' 2'--I 60' 5' 50' 5' 2- 2' SQUARE EXPOSE 1' ABOVE FINNISH GROUND 1 a' Min. CENTERLINE OF RUNWAY RUNWAY NUMBERS NO SCALE LETTERING APPROXIMATELY 4' H X 3' W SMITH 1/2 - STROKE /2'STROKE AND 1/4' DEEP D U C i I 20' V.5r5j 20' I 15.5' 1 22.5 DUCT, CABLE, SEWER, OR WATER AS DIRECTED ' r 4. CAPPED PVC DUCT CONCRETE MARKERIFEi N0 � U L—AS SHOWN ON PLANS A=SEE BELOW 2.5' AC OVERLAY 1.5' FOR L=35' OR ... :.. ......... _ _ ... 2.5' FOR L=50' 1 DO' 14F 11 + + + + + + + + t + + + + + + + + . + + + + + + + + EXIST. AC GRIND EXISTING AC APPLY TACK COAT TO HORIZONTAL h VERTICAL FACE ® 0" COLD IN-PLACE AC RECYCLE ADDITIVE ALTERNATE NO. 4 R/W A=20' FOR L=35' 17-35 A R/W 8-26 INTERSECTION ONLY) A=50' FOR L=50' A=10.0' FOR L=100' TYPICAL OVERLAY TRANSITION C' NO SCALE 10 au1DT194 1117" SAW CUT (TYP) EXNSIW0 PAVEMENT NEW PAVEMENT iH VARIES 4 t SO ....... .... ....... vvvvvvvv (SEE PLANS) AC PLUG—� v v v �v v v v v v v v v f --S' AB TO MATCH *vvvv vvvvvvvvvvv% EXISTING 1a'v7v 1009 R.C. vvvvvvvv v •vvv( )vvv PRIOR TO vvvvvvvvvvvvv a. OVERLAY 3—�- ENCASEMENT ... mh. Pvc DUCT :• I'�' 1 m • min. . P' -3 4 --!I 3• min. Min.1-1/Y Min PAVED AREAS n. min. min.' 1-1/2' mh. UNPAVED AREAS (1.) USE NATIVE MATERIAL ON SHOULDERS AND AGGREGATE BASE IN PAVED PORTION OF RUNWAY 17-35 EDGE LIGHT RELOCATION. (2.) SAND OR NATIVE MATERIAL MAY BE USED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. (3.) DUCT UNDER NEW PAVEMENT OR OVERLAY SHALL BE INSTALLED BEFORE THE PAVEMENT OVERLAY IS PLACED. NOTE: SIMILAR FOR SINGLE OR TRIPLE DUCTS PVC DUCT TRENCHING D NO SCALE 0 3' AMBER REFLECTIVE WRAP f BLUE REFLECTIVE WRAP i_ 3' AMBER REFLECTIVE WRAP 30" TAXIWAY MARKER SAFE HIT #,SH33OGP3DAWB OR EQUAL 18' ANCHOR WRAP NOTE: ANCHORS TO BE DRIVEN WITH PNEUMATIC HAMMER OR MANUALLY ACCORDING TO MANUFACTURER'S RECOMMENDATION. IN PAVED AREAS USE APPROVED PAVEMENT FASTENERS. TAXIWAY REFLECTOR an -J" E SEVEN SPACES AT 6' = 3'-6' YELLOW TAXIWAY SIDE STRIPES (TYPICAL BOTH SIDES) 4 AT 6' = 2' TAXIWAY HOLD LINE DETAIL rr NO SCALE MMRK-09 V1 0 SAW CUT AS DIRECTED NEW AC NEW BASE APPLY TACK COAT TO VERTICAL FACE EXISTING AC EXISTING BASE BITUMINOUS PRIME J RECOMPACT EXISTING BASE UNDER NEW AC PAVEMENT JOIN DETAIL G NO SCALE Wa__02 l C EXIST. WOODEN GRATE GRADE TO DRAIN ALL SIDES. TO REMAIN UUUULIULIUUU I I ( EXISTING PIPE II II I 1_� I r SECTION A A 4' AC STRIP FABRIC • 6' ASAB/PCC INTERFACE ,— 3' CLR 6. ................. ...............................................................................v. vv vv OOP V V VV v v v v v v VV V V V V V •. d� T vvvvvvvv T , r---- —n �. • : I I oasilwc I I . •�■ BARS 9 6 O.C. Iam C�IERT ( EACH WAY IN EXISTG a't WALL WITH 1/2- REBAR 6' O.C. la' 6" COMPACTED NATIVE 95% R.C. (TYPI PCC SADDLE I NO SCALE M -0-V ,r--1— 1—--f�---f �--f�� I r� --J�--11—�1—�1 I II II II II II II II II II II I I EXIST. RE TCH BASIN W INFORCED CONC. CA/WOOOEN GRATE TO IIU"IN . RECORD DRAWING _ — J BID ADDENDUM NO. 2 LCN 1 'I I A I I I EXIST. 3'x2' REINFORCED rsy REVISION BY APRV'D MARKS CONC. BOX CULVERT BLYTHE A COUNTY OF RIVERSIDE, CALIFORNIA DETAILS EXISTING CATCH BASIN H ���'�' y 1 NO SCALE "'��` ;' LEE EN fir^ v No. loses HOD GES & SH U TT 4L Exp.3031Na AIRPORT CONSULTANTS is ENGINEERS �l7 C1 %',,- 5010 Aviation Blvd., Santa Rosa. California 95403 SOF CAIS Designed: Drawn: Check: Approved: RJ/GC BE I LBM DATE AIRPORT Date: ECEMBER 19 •Consulting Job File No.: • Planning • Engineering B1.H 0194 Scale: Sheet NO SCALE 10 Of 11 9084"H SAW CUT 9XI6Tl'It� 14' CONCRETE COLLAR TROWAI F i 25't SEE NOTE 1 15't -T= 10't TS STALL SALVAGED OR NEW OMPONENTS IN NEW BASE. EE NOTE 2 BREAKABLE COUPLING AN DISCONNECT PLUG 1' MAX 4 1/2' ASPHALT CONCRETE 6' AGGREGATE BASE — L-830LH,,;�,/\\tPROVIDE L-823 CONNECTORS PTR+s• 2' SLACK .LL NEW COVER PLATE EXISTING LIGHT BASE z mLLI 2' CONDUIT MIRTH 2-/6, 5KV L-824 CABLE 1�L •• '•• 1 '• NEW LIGHT BASE • �. .0 a;r •� 4: 10• TYPE L-867, CLASS I OR A TEXSITING CONDUIT AND SPLICE CABLE FOR RELOCATED A11ZE B CABLE INTO LIGHT BASE LIGHT INTO EXISIING LIGHT ORAIN ROCK (1' MAX SI$E) CIRCUIT. USE L-623 CONNECTORS AND 1/2- GRAIN PROVIDE 2' OF SLACK. NOTES: 1. Edge Ii" shah be relocked 2. Above ground fight components, inckyding the 3. Saw cut through existing AC for trench. Backfill 60'= r from runway cent*diins. light cover and light fixture shall be salvaged with AB on paved area, use native soli on shoulder. The spacing between edge lights and lnstaWedcothe new light base. New - shall remain the same. components shall be used as necessary to provide baa to a complete and operational system. RUNWAY EDGE LIGHT RELOCATION DETAIL A 14' SAW CUT WNM "TALL" W AC (TVP)� #AM TAOWaL Faasr" CONCRETE COLLAR 2' PVC CONDUIT NO SCALE FAA SPEC. L-661 T (TAXIWAY) -SLUE I" 41011C L-41011 a# MANDSHOLO-ODANf" BREAKABLE COUPLING AND DISCONNECT PLUG ,: NEW LIGHT BASE TYPE -L-"7 CLADS I OR E SIZE 8 L-830 // L-823 CONNECTORS TRANS. / (PROVIDE 2' SLACK) 1/C. #6 5kv L-824 CABLE _ O O00•���•O,o � 4 ��• 1/2' DRAIN DRAIN ROCK (1' MAX.) BASE MOUNTED EDGE LIGHT B NO SCALE 11 RUNWAY CENTERLINE 10' TYP. d z a ago, w C�IES\ RUNWAY LIGHT Q EXIT SICdA!e PC PCBLUE TAXIWAY LIGHTS Q HOLDING POSITION SIGN �• � -SEE 8 TYPICAL TAXIWAY EXIT LIGHTING NO SCALE ELCT013 TRAFFIC PULLBOX SCHEDULE TYPE D1 D2 Lt L2 Ti T2 W1 W2 A t Y 12' 30' 33' • 1.S' 1r 20' TRAFFIC PLATE LO SCREW DOMIN PULL Box EXTENSION (AS NEEDED) am • AS REQUIRED To MEET TRAFFIC RATING. PANT OR WELD NUMBER WKWN ADJACENT TO P/B SYMBOL 1. ALL PLiLBOXES AND COVERS SHALL BE RATED FOR M-20 WHEEL LOADS. INSTALL PULL BOXES d5' MN FROM TAXI"Y CENTERLINE AND 75` d 4NJ FROM RUWWN CENTERU E. TYPICAL ALL PLACIES, 2. PULLSOX DIVISIONS SHO*1N ARE TO BE CONSIDERED AS M04MUMS. PROVIDE BOXES SIZED AS REQUIRED BY N.E c. TRAFFIC PULLBOX NO SCALE SURFACE FLANGE FRANGIBLE COUPLING 1 8. 14. T `L-867 BASE HATH L-830 TRANSFOiiAER SIDE MEW VARIES PER SIG1i SC44EDUL.E 12' LETTERS 30' 18' M40 AX. 1 6. 3 5 6. 1. TT --- PCC MOUNTING SLAB-/ L-867 BASE WITH L-830 TRANSFORMER VARIES I PER SM SCHEDULE PCC MOUNTING SLAB L-eis JWW , 35 MAX 1 6� L-867 BASE -` 1I7H TRANSFORMER L-630 AND STEEL COVER FRONT VIEWS TYPICAL INTERNALLY LIGHTED GUIDANCE do HOLD SIGN EL.GTD12 2" PVC 08 CABLE W/L-823 CONNECTORS PROVIDE 2' SLACK (TYP) NEW THRESHOLD LIGHT IN NEW LIGHT BASE WITH NEW LIGHT FIXTURES SEE Wb (TYP) t N EXISTING THRESHOLD LIGHT REMO LIGHT FIXTURE, BASEPLATE, AND TRANSFORMER. SPLICE MARE AND INSTALL A NEW CORM PLATE ON LIGHT BASE. GALVA** OLD PARTS —E— RUNWAY THRESHOLD LIGHT RELOCTION NO SCALE 1 r 14 MAX L 833 f TRANSFORMEI 1122 LIGHT FIXTURE BREAKABLE COUPLING AND DISCONNECT PLUG i�7aT �L-1123 CONNECTORS IB MIN I/G.it 6,5KV. L-824 TYPE "e CA6LE CONCRETE ANCHOR 6 X 6* X 12 MIN_ -J 30 METAL STAKE POURED IN PLACE EXISTING STAKE MOUNTED LIGHT DE NO SCALE NONE: REPLACE STAKE4A0UNM LINTS WITH NEW MAK4ADUNTED LIlS n As SOW ON K AK 0 MM EN��`. v_3 0 ; fit No. 30M Sows 3-31-92 ATF OF C 0i RECORD DRAWING BID ADDENDUM NO. I LCN 2 SYM REVISION BY APRV D I MARKS DATE COUNTY OF RIVERSIDE CALIFORMIA- BLYTHE AIRPORT ' DETAILS AIRPORT Date: , ow 194 HOD GES & SH U TT • Consulting DWg No. AIRPORT CONSULTANTS & ENGINEERS • Planning 5010 Avtatton Blvd., Santa Rosa. Cdifo tic 55403 • Engineering 01 k Designed: Drawn: Check: Approved: Scale: Sheet Lw As SHOW14 11 Of 90 tw1H ff