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913oo_sppAgency Aviation Division Construction Plans THERMAL AIRPORT A.I.P. Project No. 3-06-0255-06 & 07 JANUARY 1998 DESCRIPTION OF PROJECT INDEX � Taxiway F Construction LOCATION MAP Cover Sheet P Drainage Improvements 4- Las Vegas P Taxiway F Lighting/Sign Installation 3-6. Taxiway F Construction Plan D Power Building Modifications 7. Basin Grading Plan Fencing (Additive Alternate) 8. Taxiway F Lighting, Signing & Marking Plan �. -a II Taxiway A Lighting Plan HOLD POSITION SIGN C A L I F O R N I A \ } A-RON 12-13. Taxiway F Cross Sections Kingman 14. Fencing Plan Barstow 15 40 PCC PAVEMENT REMOVAL Needles r TOP OF CURB THRESHOLD LIGHT San Bernardino i9s A R I Z 0 N A T/L TAXILANE NSITY RUNWAY LIGHTING TOE TOE OF BANK alm Springs tis 'A"0 �r'� TOP OF BANK XSTAKE-MOUNTED 74 Indio �' Vicksburg EDGE LIGHT 10 i 60 UON 79 >>i lythe 10 UNDERGROUND SERVICE ALERT 15 86 ll VERTICAL FERSECTION THERMAL VALLEY GUTTER NGENCY W 78 CHLORIDE W/ an Diego 8 Yuma�' -� WITHOUT M E X I C0 WATER VALVE VIPACTION WWM WELDED WIRE MESH CONCRETE PIPE - 0 40 80 X100.00) 00.M CATCH BASIN Scale in Miles TOPOGRAPHIC CONTOUR - ' VICINITY MAP SURVEY MONUMENT SANITARY SEWER MANHOLE 10 BENCHMARK = 7V.48 0 5 - - WATER VALVE tea. GAS LINE __ r_ \ FIRE HYDRANT PULL BOX Scale in Miles WATER LINE COACHELLA AV. 52 yF. s� 7_ AV. 54 U) Ln 9 LLJW U \ 86 W AIRPORT BLVD. CL P THERMALo AIRPORT THER AL AV. 58 V) l V) � z' Ld AV. 60 z W z 0 D V) � _� > _ _ U m 01 AV. 62LL. ABBRE) AB AGGREGATE BASE GALV GALVANIZED AC ASPHALT CONCRETE GB GRADE BRE/ .ASB AGGREGATE SUB -BASE GFCI GROUND FAI, AWG AMERICAN WIRE GUAGE GS GROUND SH( BC BEGINNING OF CURVE HDPE HIGH DENSI7 BLDG BUILDING HORIZ HORIZONTAL BM BENCHMARK HP HIGH POINT BVC BEGIN VERTICAL CURVE IE INVERT ELEb CL CENTERLINE L LENGTH CLF CHAIN LINK FENCE LF LINEAL FEET CB CATCH BASIN MAX MAXIMUM CMP CORRUGATED METAL PIPE MID MID POINT DB DIRECT BURIAL MIN MINIMUM DIA or 0 DIAMETER MIRL MEDIUM INTE (E) EXISTING MITL MEDIUM INTE E ELECTRICAL LINE (N) NEW EC END OF CURVE OC ON CENTER EG EXISTING GRADE (OR GROUND) PB PULLBOX - EL ELEVATION PC POINT OF Cl EP EDGE OF PAVEMENT PCC PORTLAND C EVC END VERTICAL CURVE PI POINT OF IN FAA FEDERAL AVIATION ADMINISTRATION PT POINT OF TA FBO FIXED BASE OPERATOR PVC POLY -VINYL FF FINISH FLOOR PVI POINT OF VE FG FINISH GRADE R RADIUS FH FIRE HYDRANT RC RELATIVE CO FL FLOWLINE RCP REINFORCED G GAS LINE REQ REQUIRED TRMCV 97 020998 REVISION BY !APRV`DjMARKS1DATE Agency Aviation Division Construction Plans THERMAL AIRPORT A.I.P. Project No. 3-06-0255-06 & 07 JANUARY 1998 DESCRIPTION OF PROJECT INDEX � Taxiway F Construction 1. Cover Sheet P Drainage Improvements 2. Project Layout Plan P Taxiway F Lighting/Sign Installation 3-6. Taxiway F Construction Plan D Power Building Modifications 7. Basin Grading Plan Fencing (Additive Alternate) 8. Taxiway F Lighting, Signing & Marking Plan DRAINROCK PLACEMENT 9. Taxiway A Lighting Plan HOLD POSITION SIGN 10-11. Miscellaneous Details A-RON 12-13. Taxiway F Cross Sections 14. Fencing Plan - E1. Power Building Modification Details /IATIONS THERMAL AIRPORT R/W RUNWAY K SD STORM DRAIN ILT CIRCUIT INTERRUPTER SDMH STORM DRAIN MANHOLE )T SG STRAIGHT GRADE Y POLYETHYLENE SH SHOULDER DRAINROCK PLACEMENT SS SANITARY SEWER HOLD POSITION SIGN SSMH SANITARY SEWER MANHOLE A-RON STA STATION STD STANDARD - T TELEPHONE LINE PCC PAVEMENT REMOVAL TC TOP OF CURB THRESHOLD LIGHT TG TOP OF GRATE N/A T/L TAXILANE NSITY RUNWAY LIGHTING TOE TOE OF BANK NSITY TAXIWAY LIGHTING TOP TOP OF BANK XSTAKE-MOUNTED T/W TAXIWAY EDGE LIGHT TYP TYPICAL UON UNLESS OTHERWISE NOTED IRVATURE USA UNDERGROUND SERVICE ALERT EMENT CONCRETE VERT VERTICAL FERSECTION VG VALLEY GUTTER NGENCY W WATER LINE CHLORIDE W/ WITH RTiCAL INTERSECTION W/0 WITHOUT WV WATER VALVE VIPACTION WWM WELDED WIRE MESH CONCRETE PIPE - ELEVATION THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA COVER SHEET PROPOSED DRAWING LEGEND B EXISTING PROPOSED EXISTINI AC PAVEMENT GUIDANCE SIGN vz DRAINROCK PLACEMENT N/A HOLD POSITION SIGN TREATED SUBGRADE N/A ` -A BASE -MOUNTED EDGE LIGHT PCC PAVEMENT a 3 - SEMI -FLUSH LIGHT_ _ PCC PAVEMENT REMOVAL N/A THRESHOLD LIGHT GRAVEL REMOVAL N/A REMOVE BASE MOUNTED LIGHT N/A FENCE -X XSTAKE-MOUNTED EDGE LIGHT GATE — ROTATING BEACON PEDESTRIAN GATE - 01 ELECTRICAL LINE - CARD READER N/A TELEPHONE PULL BOX FENCE REMOVAL N/A / � --` TELEPHONE LINE - ELEVATION X100.00) 00.M CATCH BASIN s TOPOGRAPHIC CONTOUR - ' DRAIN PIPE SURVEY MONUMENT SANITARY SEWER MANHOLE BENCHMARK = SANITARY SEWER FLOW LINE - - WATER VALVE tea. GAS LINE __ r_ — ..... — FIRE HYDRANT PULL BOX ® WATER LINE DRAIN TILE RIVERSIDE COUNTY, CALIFORNIA COVER SHEET PROPOSED I B B 0 0 13 N/A Planning/Environmental LDA Director QOESS A CID d MICHAEL A SH rt No.29696 i Exp. 3/31/99 C r V 1'�P N SH U TT M OEN ASSOCIATES AIRPORT AIRPORT CONSULTANTS & ENGINEERS Consulting 707 Aviation Blvd., Santa Rosa, California 95403 • Planning • Engineering Date: JAN. 1998 Job File No.: TRMO197 Designed: Drawn: Check: IApproved: Scale: Sheet HELI BE MAS I AS SHOWN i 1 Of 15 913.00 • 1` r` v 3 ` INSTALL SUPPLEMENTAL ~' = 1MND CONE -SEE SHEET 9 / I Z 'o" AVIATION YELLOW NOTE: TEMPORARY MARKING FOR CLOSED RUNWAY INSTALLED AND REMOVED AS NECESSARY DURING CONSTRUCTION, AS PER SCHEDULE APPROVED BY THE ENGINEER. CROSSES SHALL BE PROVIDED BY THE COUNTY. CLOSED RUNWAY MARKING NO SCALE PROJECT BENCHMARKS AND SURVEY CONTROL M102 POINTff NORTHING EASTING ELEVATION DESCRIPTION 87 12553.2907 18065.0033 364.44 NAIL 90 14953.2907 18064.7887 376.35 NAIL 93 17353.2906 18064.5741 378.08 NAIL 211 12774.0249 17553.8095 - PKNAIL 405 17674.0653 17479.7146 380.16 NAIL 411 14425.7325 17479.7146 371.86 NAIL 412 16077.3989 17480.6196 376.09 NAIL 413 17729.1873 17156.5248 - STA 10+004NTCL 414 12774.6086 17153.8098 STA 59+54.581NTCL 415 12816.0342 17033.8325 - STA 10+20 NW 416 13863.0300 15987.7924 - STA 119+00 NW NOTES: 1. CONTRACTOR. ACCESS TO THE AIRPORT SHALL BE VIA THE ROUTES SHOWN UNLESS OTHERWISE APPROVED BY THE COUNTY. HAUL ROUTES ON THE AIRPORT SHALL BE - APPROVED BY THE COUNTY, THE CONTRACTOR SHALL BL RESPONSIBLE FOR ALL DAMAGE TO PAVEMENTS OR OTHER EXISTING FACILITIES. 2. THE CONTRACTOR MAY USE THE AREA SHOWN FOR THE STAGING AND STORAGE OF CONSTRUCTION MATERIALS TRMD0197 020998 REVISION BY I APRV'D �i MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA PROJECT LAYOUT PLAN 913,,&00 OF CAL\f� .. Date: jimmill SH U TT M OEN ASSOCI ATES AIRPORT JAN. 1998 AIRPORT CONSULTANTS & ENGINEERS . Plans anning g Job File No.: 707 Aviation Blvd., Santo Rosa, California 95403 • Engineering TRM0197 Designed: I Drawn: (Check: Approved: Scale: Sheet HEU 1 _C "J MAS 1"= 300'2 Of i J 913,,&00 h'AVLMtN.I JUIN, I YI' y /yF p - BACKFILL (E)� O - -r SECTION f °� TION SEE DRA, s -- 10 t m J e SEE PAVING - SECTION B -_ --A TILE ---- SEE PAVING SE � =�'. 5 ; ID� Ld I 43 - -- - PROTECT IN PLACE 0 a .f -- - - y ,_-• -, � ..,...rte£ �,_> � -- _ -- r I TRM00297 020998 REVISION 380 DAYVM ELEV 360.00 O 10+00 o SYM. LOW POINT STA = 11+71.68 DESCRIPTION SYM. o N opo PVI STA = 11+50.00 O Ln CY) PVI ELEV = 378.61 o N �7 n ++ r- 200.00' VC + 0) " i1 00 SOD r,�r OFFSET: 92.74 8 R PC, END EP TAPER N STA: 11+0.00 00.00 L Q Uj OFFSE31 LB+41.65 T: PC N � � M DO cp r` r7r N ai ►+� A3STA: W (!j � OFFSE T+45.46 L 92.90 N cD r` M� �'`� OFFSET•.+32.05 4.9 L i!l W t() r 00 r� m I- � 00 r7 STA: 10+92.90 OFFSET: 45.46 R PC, BEGIN EP TAPER A STA: 12+50.00 OFFSET: 25.00 L END EP TAPER m m 15+00 > W 12+50.00 OFFSET: 25.00 R Or 1 Q STATION & OFFSET DATA SYM. STATION/OFFSET DESCRIPTION SYM. STATION/OFFSET DESCRIPTION SYM, STATION/OFFSET DESCRIPTION 42.54' :•.+250.00 R 24.55 OFFSET BEGIN EP TAPER �7 OFFSET: L PC, END EP TAPER � OFFSE8+499 31 L POINT CURVE C r` O Cn r7 O r- r` �r rn 6 r�) 00 SOD r,�r OFFSET: 92.74 8 R PC, END EP TAPER to M 6 r, QS ►� fir` STA: 11+0.00 00.00 L 324 CURVE C+0POINT2 O (0 r` fir` OFFSE31 LB+41.65 T: PC N � � M DO cp r` r7r N ai ►+� A3STA: 11+00.00 : OFFSET: 100 00 R RADIUS DINT CURVE C � OFFSE T+45.46 L 92.90 PC, BEGIN EP TAPER cD r` M� �'`� OFFSET•.+32.05 4.9 L PC N co � �r t() r 00 r� cn r')r- I- � 00 r7 STA: 10+92.90 OFFSET: 45.46 R PC, BEGIN EP TAPER A STA: 12+50.00 OFFSET: 25.00 L END EP TAPER 14+00 15+00 QSTA: 12+50.00 OFFSET: 25.00 R END EP TAPER 1 Q STA: 11+58.13 OFFSET: 199.19 L RADIUS POINT CURVE C-3 21 +00 22+00 23+00 ZLSTA: 10+34.10 OFFSET: 183.66 L PC, BEGIN EP TAPER THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA STA: 9+65.68 OFFSET: 183.11 L PC TAXIWAY F CONSTRUCTION PLAN CURVE RADIUS C-1 ' C-2 C-3 C-4 55.00 55.00' 125.00' 125.00' CURVE DATA zp r` 00 00 r` r7M LENGTH TANGENT DELTA 71.99' 42.20' 74'59'56 72.42' 42.54' 75'26'29 211.84' 1 141.54' 1 97'06'04 212.88' 1 142.49' 1 97'29'01 w -0.16% i- --- --- --- ---T---- -- / T- --- --- --- --- -- --- --- --- -- 7 DITCH FLO I7NE (120' T.) L7 MICHAEL A SHUUTT� rr U K0.29696 i * B(p.3r31J99 SNCIVIV OF CAi.1koQ� 7 CY) r` �M zp r` 00 00 r` r7M N aj r\ c0 00 r- mfr- N O O) M Ll) 00 r- fir r7 O O r7 M 0 r` Mr- to Fq co 0; co O r<?r� � 00 '4 O rr) 00 r` �� O N O 00 O M �,�00 N 6 O r7 00 n00 C5 O r7 O pp r- X00 (0 O O M r r- �,�� r` O Cn r7 O r- r` �r rn 6 r�) 00 SOD r,�r r r O r, r` M r7r- K) to r r, O) r` r7 r7r to M 6 r, QS ►� fir` r` O 6 r` �� 00 6 O r� O (0 r` fir` O 0i O r7 00 ccj fir` N � � M DO cp r` r7r N ai ►+� 00 � �r (0 � r7 � cfl r` �,�r 00 O r'? iC) cpm rn 00 r1- r7 cD r` M� �'`� r7 rn cgs r` �r- r) o6 r- r7 N co � �r t() r 00 r� cn r')r- I- � 00 r7 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALE: HORZ. 1" = 50' VERT. 1" = 5' 19+00 20+00 21 +00 22+00 23+00 THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA TAXIWAY F CONSTRUCTION PLAN 111m,4111 � SH U TT M OEN ASSOCIATES AIRPORT CONSULTANTS &ENGINEERS �o� Aviation Blvd., Santo Rosa, California 95403 AIRPORT • Consulting •Planning •Engineering Date: JAN. 1998 Job File No.: TRM 0197 Designed: HEU Drawn: BE Check: MAS Approved: Scale: 1"= 50' Sheet 3 Of 15 DATE 913-m-00 Q W mw STATION & OFFSET DATA SYM. STATION/OFFSET DESCRIPTION SYM. STATION/OFFSET DESCRIPTION LENGTH STA: 40+80.00 OFFSET: 25.00 L BEGIN EP TAPER A STA: 45+80.00 OFFSET: 25.00 L END EP TAPER 0 STA: 42+37.10 OFFSET: 45.46 L PC, END EP TAPER 55.00' STA: 43+63.62 OFFSET: 183.78 L PC, END EP TAPER ®STA: 42+30.00 OFFSET: 100.00 L RADIUS POINT CURVE C-9 212.46' STA: 44+87.58 OFFSET: 199.93 L RADIUS POINT CURVE C-11 /1 l� STA: 42-84.54 OFFSET: 92.90 L PC, BEGIN EP TAPER 4 A STA: 44+87.50 OFFSET: 324.93 L PC I STA: 43+75.46 OFFSET: 92.90 L PC, BEGIN EP TAPER cflr STA: 42+96.35 OFFSET: 183.59 L PC, END EP TAPER L35� STA: 44+30.00 OFFSET: 100.00 L RADIUS POINT CURVE C-10 /� L4� STA: 41+72.40 OFFSET: 199.73 L RADIUS POINT CURVE C-12 n /.Sbl STA: 44+22.90 OFFSET: 45.46 L PC, BEGIN EP TAPER 4 STA: 41+72.32 OFFSET: 324.73 L PC 43+00 FL GB EP Ub r� 91' 34' 25' 25' 34' 31' 30' FG EG w A. SHU7T m -aLQPES. - - 1 - - - ac No. 2 96 T �-� OR FATTER �t ExP•3/31,99 s� C! V IL Q• �� C U RVE DATA A 45+00 TO 55+_0 -SEE PAVING SE��7ON 6 00 �N CURVE RADIUS LENGTH TANGENT DELTA C-9 55.00' 72.15' 42.32' 75'09'34" C-10 55.00' 72.15' 42.32' 75'59'34" C-11 125.00' 212.46' 142.24'97'23'03" FOR CONSTRUCTION. CABLE SHALL BE ABANDONED BY OTHERS C-12 125.00' 212.62' 142.43' 97'27'23" FL GB EP Ub r� 91' 34' 25' 25' 34' 31' 30' FG EG w A. SHU7T m -aLQPES. - - 1 - - - ac No. 2 96 T �-� OR FATTER �t ExP•3/31,99 s� C! V IL Q• + 1_: N P- > + LL_ v3 LL r� I I cn �i > C) C) d m m v v I .43 --- ---I--- ------r-------�-- - -�f� - - - - - - - - AT CENTERLINE - - 370 -- --- a�� h ,-DITCH FLOWLINE ( RT) 39+00 O17 � �� STA: A 45+00 TO 55+_0 -SEE PAVING SE��7ON 6 00 �N q�OFCA"L�F�P� NOTES (� �00 �r 0)(D 7' Ln SEE SHEET 7 cv r'3 1' NECESSARY v O STA: 55+00 TO 574 -00 -SEE PAVING SECTION 6 FOR BASIN GRADING rr EXISTING DIRECT BURIAL CABLE TO BE REMOVED AS r� rr rr �r ,nr FOR CONSTRUCTION. CABLE SHALL BE ABANDONED BY OTHERS rr STA: 57+00 TO 79+30 -SEE PAVING SECTION aj cam PRIOR TO CONSTRUCTION. o a, (�� 6 cflr n G PVI STA. = 53+75 40+00 GRADING SECTIONrA PVI ELE°� 371.23 43+00 -, ,, G NO SCALE LC Lr) 10a 0Q VC it 52+00 N 't r, + 1_: N P- > + LL_ v3 LL r� I I cn �i > C) C) d m m v v I .43 --- ---I--- ------r-------�-- - -�f� - - - - - - - - AT CENTERLINE - - 370 -- --- a�� h ,-DITCH FLOWLINE ( RT) 39+00 O17 � �� (D O� N Cq� 00 �N �� (gyp (� �00 �r 0)(D 7' Ln �� cv r'3 op v O N Lri Scale: rF rr rr- r� rr rr �r ,nr rnr rr rff�rrn rr aj cam (off (�� cflr 1 40+00 41+00 42+00 43+00 44+00 45+00 46+00 _RMu'0297 020998 REVISION BY APRV'D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA i 50+00 TAXIWAY F CONSTRUCTION PLAN -U I ,I SH U TT M OEN ASSOCIATES AIRPORT CONSULTANTS &ENGINEERS 707 Aviatior Blvd., Santa Rosa, California 95403 "a''•' Date: JAN. 1998 Job File No.: . Icoa' � Sao 47+00 48+00 SCALE: H OR Z. 1" = 50' Scale: VERT. 1 " = 5' i 50+00 TAXIWAY F CONSTRUCTION PLAN -U I ,I SH U TT M OEN ASSOCIATES AIRPORT CONSULTANTS &ENGINEERS 707 Aviatior Blvd., Santa Rosa, California 95403 "a''•' Date: JAN. 1998 Job File No.: . Icoa' � Sao Con Designee Dawn: Cheek: corn Scale: fir HES_, LCN MAS 1 r(°r- � tior � 00 cow Co D� aj cam (off (�� cflr i 51 +00 52+00 53+00 54+00 I1,1111 t ®r) I ,I SH U TT M OEN ASSOCIATES AIRPORT CONSULTANTS &ENGINEERS 707 Aviatior Blvd., Santa Rosa, California 95403 AIRPORT •Consulting •Planning Date: JAN. 1998 Job File No.: . • Engineering TRM 0197 Designee Dawn: Cheek: Approved: Scale: Sheet HES_, LCN MAS 1 1'° =50' 5 Of 15 913'.00 RUN WAY 77- 35 33 665 a� 1367.2 (E) PULLBOX TO BE REMOVED 366.50* -SEE SHEET 8 t: AIIF Y. - 1'=50' 366.31 5 OF,, '6? - 14 . v 5 _ (E) SIGN TO ------ ._ ___ _ '- __ y- n� �y T -��1 BACKFILL X67 07 BE RELOCATED Cb �1b�h hc,a. _SIL-- -_ h ()' e _- BASIN ` SWALE -SEE SHEET 8. E DRAINAGEi CONC. PIPE VENTS TO BE RELOCATED IF REQUIRED AS DIRECTED. ------ -- - �__-_._ 3BY ENGINEER. 4 o AIGHT •;, LU REPLACE DRAIN TILE_ SD ____ E DRAIN TILE WI -moi-{ SO1�ID C-90a_PVC_ PIPE 8p5 04.: -SEE SHEET 7. IA([/ PAVEMENT JOIN LU �, 36S ��• , 3165.58 �� F -SEE 10 0 �� 366 =. �r1� 61b. 70 x { 1REATED SUBGRADEx. x 'S 3 •5 SEE PAVEMENT SE0N' T1�`L p`°� B P 6, �� 11� .g f� #, DRAIN ROCK 1 3 ��_ ,�{ STABILIZATION SEE PAVEMENT _ ..:.�._ �: . :..� •� -�� 4s � ��=ter•- ,�:- C;� SECTION - :. y _ .:. � � r � a ,,. fi' . � � � `- � �. � x x < z r r �_ z : �� `��+�r�-€ gyp' e It 4`L Z �tK0 !.. - ._ 44 'Y }: 9 K } f. MAN - ., =-- �- x X X x , �€ e X z 44A 'k,' � x X: t x < } a`.. ¢ � =✓ d'- r !? a.. { s # s sF.l a ' :. x '�. `d � INSTALL 202 LF 15" RCP 4 WITH FLARED END SECTIONS -SEE A & C S=0.0021 c 3651,66- s =r r F _0 (E) PCC SEE SHt_E T 7,; `F -OR BA SYN GRADING J 6.65) \ V(E) 3-15" RCP - -- E WIND CONE TO � CONFORM AC aP'AVING 5 BE REMOVED t TO EDGE 017_ -`PCC TURNED OVER TO - TYE--COU N TY. I- 370 I n as G AT CENTERLIN 0.95% C \-EG AT CENTERLINE \-DIT�H FLOWLINE (120' RT) SEE SHEET 7 C U RVE DATA 366.70 LOW POINT STA = 53+80.84 CURVE RADIUS LENGTH TANGENT DELTA C-13 55.00' 71.98' 42.19' 74'59'05" C-14 55.00' 72.04' 42.24' 75'02'46" C-15 125.00' 212.91' 142.76' 97'35'20" as G AT CENTERLIN 0.95% C \-EG AT CENTERLINE \-DIT�H FLOWLINE (120' RT) SEE SHEET 7 LOW POINT ELEV = 366.70 LOW POINT STA = 53+80.84 �O �� + p N0 ,4- r - N L0 ff) 100.00' VC C5 raj r C0 moi W(D CO 0 O U U �� CD CD as G AT CENTERLIN 0.95% C \-EG AT CENTERLINE \-DIT�H FLOWLINE (120' RT) SEE SHEET 7 ��N) 15" 3D _INV=364.90 N) 8" DRAIN PIPE aPPROX. LOCATION cD0 LOW POINT ELEV = 366.70 LOW POINT STA = 53+80.84 �O �� PVI STA = 58+75.00 �� N0 00� PVI ELEV = 366.49 N �p c� r (DcD 100.00' VC C5 raj r C0 moi W(D CO 0 O tD o O �� CD CD N + �p c0 N + ca c0 0000 K � r7 &i > i.�.i U � nr7 w > m > > w ��N) 15" 3D _INV=364.90 N) 8" DRAIN PIPE aPPROX. LOCATION cD0 SYM. Lo Lq0 LgLn �O �� N0 00� t\r N �p c� r (DcD p r- r C5 raj r C0 moi W(D CO r - CDco .6r06 CD r-r.� c0 CO �� CD CD �cD CO c0 cDco cp cD � c0 cD r o in M M M M r) I � � r� �,� � � nr7 OFFSET: 250.00 R -FG M r� 54+00 55+00 56+00 57+00 SCALE: HORZ. 1" = 50' VERT. 1' = 5' TRMD0297 D20998 REVISION I BY I APRV'D I MARKS I DATE 58+00 59+00 0.1'.TYP. STATION & OFFSET DATA SYM. STATION/OFFSET DESCRIPTION 15� 1.5%~ 1',TYP. � STA: 57+04.58 BEGIN EP TAPER 4 OFFSET: 25.00 R Z OO - A4 STA: 58+61.68 PC, END EP TAPER \/\\�\ OFFSET: 45.46 R + U 100%PR STA: 58+54.58 RADIUS POINT 4 OFFSET: 100.00 R CURVE C-9 0 STA: 59+09.10 PC, BEGIN EP TAPER 4 OFFSET: 92.73 R M m STA: 59+30.07 PC, BEGIN EP TAPER OFFSET: 250.00 R -FG STA: 57+04.58 RADIUS POINT 4 OFFSET: 25.00 L CURVE C-10 j� STA: 58+61.68 PC, BEGIN EP TAPER OFFSET: 45.46 L STA: 58+54.58 END EP TAPER OFFSET: 100.00 L j� STA: 59+09.10 PC, END EP TAPER b� OFFSET: 92.79 L ®STA: 59+21.16 RADIUS POINT CENTERLINE OFFSET: 183.94 L CURVE C-11 STA: 57+97.24 PC �(N) 15"` OFFSET: 200.33 L /\ STA: 57+97.12 PC, END EP TAPER �9 OFFSET: 325.33 L INV= 37339 CL AS SHOWN AS SHOWN w ON PLANS ON PLANS 0.1',TYP.� 4-1'.TYP. 4" AC (PLACED IN 2 LIFTS) ' PRIMECOAT i\�i,�� 7" AB AT 100% X� RELATIVE COMPACTION Xi\\�%\�/ \ \\//�� i, 18" COMPACTED NATIVE AT 100% R.C. X COMPACTED NATIVE AT 95% R.C. =III III 12" COMPACTED NATIVE AT 90% R.C. i' -COMPACTED NATIVE AT 85% R.C. TYPICAL PAVING SECTION A NO SCALE TPMD0297 w AS SHOWN AS SHOWN w LVW t'Vlrvl JIA = IZtJJ.JJ ON PLANS ON PLANS PVI STA = 12+50 15� 1.5%~ 1',TYP. � 4 - V `:: r f 4" AC (PLACED IN 2 LIFTS) 7-7,Qt7V 7 V, v p ;7 c'7 \ PRIMECOAT Z OO - 7" AB AT 100% Ve O RELATIVE COMPACTION \/\\�\ - 8" COMACTED NATIVE + U 100%PR + M 12" COMPACTED NATIVE Ld r AT 95% R.C. - + + T + U + - + + + 1 -4- - 12" TREATED SUBGRADE 3 Z AT 95% R.C. TYPICAL PAVING SECTION B THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA NO SCALE 7 MD0297 6 MICHAEL A SH m CC No. 29696 Exp. 3131/99 4 \S), CIVIL SOF GAO��P w AS SHOWN AS SHOWN w ON PLANS ON PLANS TYPICAL PAVING SECTION t DATUM ELEV 370.00 �i r 380 370 DATUM ELEV 36500 N LOW POINT ELEV = 375.64 10+00 11+00 12+00 13+00 TAXIWAY F1 PROFILE SCALE: HORZ. lm= 50' VER T. 1 "= 5' LOW POINT ELEV = 371.28 LVW t'Vlrvl JIA = IZtJJ.JJ AIRPORT ting • Planning PVI STA = 12+50 PVI STA = 12+50 PVI ELEV =375.37 Z OO - 100.7, 0) Ve O 00 °° L z 00 + U ori M + M n ro Ld r J &7i > v U U N U n 3 Z > W M M m w w -FG AT CENTERL NE 1.00% 1.00% 1 - G A T CENTERLINE �(N) 15"` D INV= 37339 31 N 8" DR IN PIPE a APPROX. LOCATION CATION 170 �N IDN Ind N O N tt? OD 0L-, tf) � a) 0)t() � IA Go In � I i 10+00 11+00 12+00 13+00 TAXIWAY F1 PROFILE SCALE: HORZ. lm= 50' VER T. 1 "= 5' LOW POINT ELEV = 371.28 14+00 10+00 11+00 12+00 13+00 14+00 TAXIWAY F2 PROFILE SCALE: HORZ. 1 "= 50' VERT. 1"= 5' r= w w LO VARIES 20' VARIES VARIES 20' VARIES UON UON F 0.1', YP. SLOPE 6:1 `q SLOPE 6:1 OR FLATTER OR FLATTER EG T/W F1 STA. 10+00 TO 12+25 _SEE PAVING SECTIONe T/W F2 STA. 10+00 TO 12+00 s �C (PLACED IN 2 LIFTS) T/W F1 STA. 12+25 TO 13+25 -SEE PAVING SECTION =COAT T/W F2 STA. 12+00 TO 13+25 s B AT 100% ,TINE COMPACTION T W F1 & T/W F2 GRADING SECTION rD )OMPACTED NATIVE NO SCALE TRMD0297Q6� )0% R. C. NOTES: RUSHED DRAIN ROCK 1. (E) DRAIN TILE SHALL BE POTHOLED PRIOR TO DRAIN INSTALLATION TO VERIFY DEPTH. APPROXIMATE DEPTH OF DRAIN TILES IS 5 FEET BELOW EXISTING GROUND. NO SCALE TRMQ029' TAXIWAY F CONSTRUCTION PLAN LVYY F'VIIV I JIA = 1 YtbU.JiS AIRPORT ting • Planning Date: JAN. 1998 PVI STA = 12+50 PVI ELEV = 370.98 100.00' VC o r- oo z 00 Check: Approved: + I M a W J &7i > 6i > + 3 m m LSI > W M Z FFG T CENTERLINE 1.00% G A T CENTERLINE �(N) 15" PD INV=369 31 N) 8" DRAIN PIPE APPROX. L CATION 170 �N IDN Ind N O r r 0) N 0 r ^ t`r POM I ri n M M r I 14+00 10+00 11+00 12+00 13+00 14+00 TAXIWAY F2 PROFILE SCALE: HORZ. 1 "= 50' VERT. 1"= 5' r= w w LO VARIES 20' VARIES VARIES 20' VARIES UON UON F 0.1', YP. SLOPE 6:1 `q SLOPE 6:1 OR FLATTER OR FLATTER EG T/W F1 STA. 10+00 TO 12+25 _SEE PAVING SECTIONe T/W F2 STA. 10+00 TO 12+00 s �C (PLACED IN 2 LIFTS) T/W F1 STA. 12+25 TO 13+25 -SEE PAVING SECTION =COAT T/W F2 STA. 12+00 TO 13+25 s B AT 100% ,TINE COMPACTION T W F1 & T/W F2 GRADING SECTION rD )OMPACTED NATIVE NO SCALE TRMD0297Q6� )0% R. C. NOTES: RUSHED DRAIN ROCK 1. (E) DRAIN TILE SHALL BE POTHOLED PRIOR TO DRAIN INSTALLATION TO VERIFY DEPTH. APPROXIMATE DEPTH OF DRAIN TILES IS 5 FEET BELOW EXISTING GROUND. NO SCALE TRMQ029' TAXIWAY F CONSTRUCTION PLAN 913-a-00 SH U TT M OEN ASSOCIATES AIRPORT CONSULTANTS & ENGINEERS 707 Aviation Blvd., Santa Rosa, California 95403 AIRPORT ting • Planning Date: JAN. 1998 Job File No.: • Enginering TRM 0197 Designed: Drawn: Check: Approved: Scale: Sheet HEU LCN MAS 1"= 50' 6 Of 15 913-a-00 -RMD0497 20998 REVISION hc� X- 1" = 100' x x g a� k `\ 1Q o JS`O a�. \ " a -'O p� E �� _ F �� REPLAC44Q LE x� SEE "OVERFLOW `DEVIL DRAIN T SLE WITH 8" DR IN TI E, TY SOLID C-900 PVF: Z. ) �. PIPE. \�� \_ . - .\ \ \ - \. _ \ . \ - - __ -SEEeF c \_ X Q�y� FUTURE ACCESS ROAD X66 �� (E) IRRIGATION PIPE, TYP_. ( ) DRAIN TILE * a - TO BE ABANDONED, 5`O6 OR REMOVED, TYP.' / \x -SEE NOTE 2 -> CAP (E) IRRIG.---- ap. PIPE. E '' X -SEE 7 ,SIMILAR Q1 fops CUT r& PL,L`G (E) DRAJN TILE, TYP. OF 4-- N.I.C. C. -s�E � FUTURE BASIN i " N (E) DRAIN TILE <- .,1 TO BE CUT, TYP. OF 4 p6ti'' -PROVIDE 2' MIN\ k� ah gCb COVER ® END OF PIPE. \ �6h / �`° �y`2 r, V` APPROXIMATE DAYLIGHTS P -SEE NOTE 1 b - - 10' _x 12" MIN BY APRV'D I MARKS I DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA 2 1 /2' 5 T � J X Z 0iQ rY IM Z LJ LC Z F- II= �I A.RIEis 1 �G" �N,I.C. FUTURE j ACCESS ROAD SLOPE 6: e OR FLATTER TO DAYLIGHT /' SL PE 25- ? J — BASIN BrOTTOM N,I.C. FUTURE- OR =-LATTER BASIN AS SHOWN GRADING SECTION A NO SCALE FO0149' 7 (E) 4" DRAIN TILE C -)P T{:)E h I I � Ili T/ ,.,, SHOULDER— � 6:' OR F'� TITER " `P 'BASIN BOTTOM AS SH(DWN GRADING SECTION C NO SCALE TPMo-0,19- 7 0 0 TOE TOE 30' 0 30' 0.5% BASIN ELEV. AS SHOWN 'SLOPE 6:1 -BASIN BOTTOM AS SHOWN GRADING SECTION B NO SCALE TRME,-'a9- 7 CL ALIGNMENT TOE TOP t 30' ``—(E) GROUND 6:1 OR FLATTER TYP, BASIN BOTTOM AS SHOWN GRADING SECTION D NO SCALE TRM00497 7 OVERFLOW DETAIL 1"=300 PCC PLUG NOTES: ®Q E&S, C s 1. GRADING OF THE NORTHERNLY' BANK ,DF BASIN #2 SHALL BE AS SHOWN ON PLANS OR `F A5 DIRECTED BY THE ENGINEER IN ORDER, TO OBTAIN THE REQUIRED FILL FOR THE TAXI`kAY F EMBANKMENTS, APPROX. 9,000 CY OF CUT IS REQUIRED FOR THE BORROW. DRAIN TILE PLUG E �' ljfc'i�At cr- 140�� L. EXISTING DRAIN TILE TO BE ABANDONED IN PLACE IF DRAIN TILE IS BELOW FINISH GRADE NO SCALE 7 ;,9�, OF BASIN OR REMOVED IF DRAIN TILE IS ABOVE FINISH GRADE OF BASIN. CONTRACTOR ' CAN BURY THE DRAIN TILE UNDER THE BASIN IN LIEU OF REMOVING OFF-SITE. THE COST OF TILE ABANDONMENT AND REVIOVAL SHALL BE INCLUDED IN THE MISC. SITE PREPARATION. TF,� ,f BASIN GRADING PLAN pIIIi� � i� SH U TT M OEN ASSOCIATES AIRPORT CONSULTANTS &ENGINEERS AIRPORT • Consulting •PlanningJob Date: JAN. 98 File Nom.: 707 Aviation Blvd., Santa Rosa, California 95403 • Engineering TRM 0197 Designed: , Dr-cwn: Check: Approved: Scale:Sheet HE'S' LCNfDB MAS 1„= 100' 7 Of 15 9/3..,00 9/3 -DD 1 100' f. SMD zQ209a - 14" CONCRETE COLLAR GROUND LUG FAA SPEC. L -861T (TAXIWAY) -BLUE BREAKABLE COUPLING AND DISCONNECT PLUG F-1" MAX, 1/2" MIN. TYPE L-867 LIGHT BASE CLASS I OR It SIZE A, B OR ETC... L-823 CONNECTORS (PROVIDE 2' SLACK) 1 /C, #8 5kv L-824 CABLE 6" SCHEDULE 80 BELLED CONNECTOR (TYP) 5/8" x 8' GROUND ROD 1/2" DRAIN =' 6" GRAVEL BED (1" MAX_) SPACED AT 1,000 FT, MAX. NOTE: LIGHTS AND BASES SHALL BE SET PLUMB AND HORIZONTALLY ALIGNED WITHIN t1" OF RUNWAY/TAXIWAY CENTERLINE. BASE MOUNTED LIGHT NO SCALE TRMD0397 REVISION I BY I APRV'D I MARKS I DATE AC DEPTH TO MATCH EXSIT. OR CONFORM WITH NEW CONSTRUCTION SAW CUT (TYP-) _ in. 3 3" 3 -3 min. min. min. min. 1-1 /2" mina -1/2" mina PAVED AREAS UNPAVED AREAS NOTES: 1. SIMILAR FOR SINGLE OR TRIPLE DUCTS. TOUR WAY DUCTS OR LARGER SHALL B STACKED 2 BY 2 OR 3 X 3. 2. DUCT UNDER NEW PAVEMENT SHALL BE INSTALLED BEFORE THE PAVEMENT IS PLACED. NATIVE BACKFILL r (95% R.C,) SAND min + i PVC DUCT TRENCHING B NO SCALE TRMD0397 q co. 1 EST. QTY EST. QTY CONDI;�IT ivABLE A S"Urr r No.29696rr Op, Exp. 3/31/99 ;,V " l" THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA INTERCEPT (E) R/W LIGHT CIRCUIT WITH PULL BOX -SEE NOTE 2, SHEET 10, f -(E) EDGE LIGHTS & LIGHT C1RCuT INSTALL LIGHTED 'p SUPPLEMENTAL WIND CONE -SEE DJB'-, 1 rfl=zoo' R/W 30 SUPPLEMENTAL WIND CONE 1"_=200' TPP__: _�-�9, TAXIWAY A LIGHTING ND CABLE SCHEDULE S 1 EST. QTY EST. QTY CONDI;�IT ivABLE COUNTER— EST_ QTY SYSTEM Op, CONDUIT 1 _Q -ABLE POSE CABLE ' � 2" (N) 9125 ? #8 5KV(N) 9125 : 9125 T/W LIGHTS C 2" (N11 1 2#8 5KV(N) 5370 2685 T/W LIGHTS ® 1#8 5KV(N) R/W LIGHTS J 2 :E. ----i 330 ---- 2#8 5KV(N) T/W LIGHTS 2" (N) 620 '#8 5KV(N) I 1`40 7620 VAST 1 8 5KV(N REtLS # R/W LIGHTS 5 (E) ---- 3740 ---- 28 5KV N) T/W LIGHTS 2#8 5KV(N) R/W LIGHTS 2- i; N) ? 225 !2#8 4900 * l 1225 5KV(N) T/W LIGHTS 'N) 2235— EMPTY ---- ---- FUTURE 6#8 5KV E ` LIGHTS jD 2-4" (N) 200 EMPTY ---- * 200 FUTURE C 2" (N') 250 2#8 5KV(N) 500 * 250 R/W LIGHTS 2#8 5KVN) R/W LIGHTS 10; 2" (N' 11, 1#8 5KV,N) 330 = 110 T/W LIGHTS STIMATED TOTALS " 450 25535 14215 * iNSTALL 1 #8 DARE COPPER NOTE- ESTIMATED OL:IANTITIES ARE FOR BASE BID QUANTTIES ONLY. ADDITIVE ALTERNATE ,�UANTITIEE ARE SHOWN ON BID SCHEDULE ONLY. ELECTRI AL NOTES: 1. REQ;COVE EXISTING DIRECT BURIAL CABLE FOR THIS CIRCUIT. 2. CONTPACTOR SHALL POTHOLE TO VERIFY (E) UTILITY LOCATIONS PRIOR TO TRENCHING. —SEE ' TYP rSEE NOTE 1 _ I I 20 , TYP _ (ORO ' _ 1 -' 9 �t af4 I TY— TAXIWAY TIOLD 5OOR(3 Q LINE, TYP E "; A/2 10% '1 NOTE: IF ADDITIVE ALTERNATE NO. 1 AND/OR NO. 2 IS AWARDED, THE LIGHTING LAYOUT FOR TAXIWAY F SHALL BE MODIFIED yS SHOWN. ADD. ALT. TAXIWAY LIGHTING LAYOUT 1 "— 100' 7PMn0397 Date: SH U TT M OEN ASSOCIATES AIRPORT JAN. 1998 111am/dill • Consulting AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 707 Aviation Blvd., Santa Rosa: Californio 95403 • Engineering I TRM 0197 Designed: Drawn: I Check: Approved: Scale: Sheet HEIU BE 1"= 100' 9 Of 15 913-,00 Op, r NOTE: IF ADDITIVE ALTERNATE NO. 1 AND/OR NO. 2 IS AWARDED, THE LIGHTING LAYOUT FOR TAXIWAY F SHALL BE MODIFIED yS SHOWN. ADD. ALT. TAXIWAY LIGHTING LAYOUT 1 "— 100' 7PMn0397 Date: SH U TT M OEN ASSOCIATES AIRPORT JAN. 1998 111am/dill • Consulting AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 707 Aviation Blvd., Santa Rosa: Californio 95403 • Engineering I TRM 0197 Designed: Drawn: I Check: Approved: Scale: Sheet HEIU BE 1"= 100' 9 Of 15 913-,00 PULL BOX SCHEDULE TYPE LENGTH WIDTH DEPTH THICKNESS A 22 12" # B 30" 17 1/4" # C 36" 25" # D 48" 30" # E 60" 36" # # AS REQUIRED * AS REQUIRED FOR 80,000 Ib. AIRCRAFT WHEEL LOADS. PROVIDE STEEL TRAFFIC1 PLATE RATED FOR 80,000 ib. AIRCRAFT LOADING WITH SCREW DOWN FASTENERS. .e 12 a• PCC COLLAR PROVIDE EXTENDERS AS NEEDED FOR DB CABLE DEPTH 6 1 EXISTI'-NG RUNWAY STRIPE — —3, _6" TAXIWAY STRIPE CONCRETE BASE WITH DRAIN HOLES `L6" DRAIN ROCK BED (1" MAX) PULL BOX A NO SCALE ``107 1 Q DETAIL rD_NN� NO SCALE 7MD0397 1 O 7sM'DT19 02'558 a REVISION BY APRV'D 1 MARKS DATE 10' MAX. 6' MIN. GALV. COVER GRADE TO DRAIN L-810 OBSTRUCTION: LIGHT JUNCTION BOX EXTERNA LIGHTING ASSEMBLY SHAFT ASSEMBLY BEARING ASSEMBLY - WIND CONE CAGE WIND SOCK 18" DIA. 8' WIND CONE ASSEMBL`' TYPE L- 806 SIZE 1 STYLE 1 2" MAST FRANGIBLE COUPLING / POLE -SUPPORT BASE ANCHOR BOLTS / PER MANUFACTURER / 1 GRADE TO DRAIN 18" DIA. PCG FOOTING { { #4 BARS TOP, MIDDLE, AND BOTTOM i 1c 4 EACH WAY - 2" OC — L-867 BASE WITH ISOLATION TRANSFORMER I lrHTF SUPPLEMENTAL WIND CONE 6" PAINT STRIPING YELLOW 3' �{ 3' 3' >_ �(Typ) �(Typ) SEVEN SPACES AT 6" = 3'-6" O AS SHOWN ON PLANS TAXIWAY HOLD LINE E NO SCALE RMDT197 1 0 NO SCALE 0 i SAW CUT AS DIRECTED & APPLY TACK COAT TO VERTICAL FACE EXISTING AC EXISTING BASE BITUMINOUS PRIME RECOMPACT EXISTING BASE UNDER NEW AC PAVEMENT JOIN F NO SCALE TP, M_'T197 1jo 2' BREAKABLE COUPLING - LOCATED 15' MAX ABOVE TOP FLANGE OF EXTENSION L-323 CONNECTOR,, YELLOW LEGEND- ON - BLACK BACKGROUND DETAIL A VARIES PER SIGN SCHEDULE COVER ; OR L-867 BASE LOCK WASHER AND STAINLESS STEL B&L7 CABLE CLAMP/ ;CONNECTOR __867 EXTENSION SIZE E, CLASS !, =L 3" DEEP CA'V'ITY IN SLAB SECONDARY LEAD WITH CLASS A CONNECTOR (MALE AND FEMALE) /WHITE LEG -END ON RED BACKGROUND 12- 6„ 6 -12” SEE-' j' DETAIL �s PCC (CALTRANS, CLASS A! -r -86T BASE PGC MOUNTING SLAB WITH TRANSFORMER W/#4 @ 12" BOTH WAYS & STEEL COVER FRONT VIEW — HOLD POSITION SIGN 30 MAX. -GROUND LUG 8e COUNTERPOSE WIRE F;i-2" PVC L-#8 CABLE WITH L-823 CONNECTORS, PROVIDE 3' SLACK. iTYPE SURFACE FLANGE- f L12" /- FRANGIBLE COUPLING �1" 4" ® --L-867 BASE SIDE VIEW WITH TRANSFORMER BLACK 12" LETTERS & SIGN INSCRIPTION ON YELLOW BACKGROUND DETAIL " S -PCC (CALTRA.NS, CLASS A) PCC MOUNTING SLAB W/#4 ® 12" BOTH WAYS FRONT VIEW — GUIDANCE SIGN TYPICAL LIGHTED GUIDANCE AND HOLD SIGN NO SCALE GROUND LUG & COUNTERPOSE WIRE '-2" PVC L-867 BASE WITH TRANSFORMER & STEEL COVER 5)QR4FESSj�\\ Ie Na. 29696 Exp. 3/31'w �C/VIS- �P FOF CALIF Date: u�III SH U TT M OEN ASSOCIATES AIRPORT JAN. 1998 THERMAL AIRPORT AIRPORT CONSULTANTS &ENGINEERS • Consulting Job File No.: • Planning MISCELLANEOUS DETAILS 707 Aviation Blvd., Santa Rosa, California 95403 • Engineering TRV 0197 RIVERSIDE COUNTY Designed_ Drawn: Check: Approved: Scale: Sheet HE=d1 TE MAS AS SHOWN 10 Of 15 i 9/3-0-00 913-0-00 9/3-00 V _ � s _ TAKE-UP ADAPTER --,- 7RVD0597 031698 REVISION BY I APRV'D I MARKS I DATE DRAWING LEGEND SWING GATE EXISTING FENCE NEW FENCE (ADD. ALT. 3/PHASE AN NEW FENCE (ADD. ALT. 4/PHASE B) THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA 3 SEE DETAIL "A" CORNER OR TERMINAL POST y _ BRACE RAIL 3 STRANDS, 4 POINT BARB WIRE GALVANIZED —TENSION WIRE } ",.—LINE POST —STRETCHER BA - TIE WIRES 10 SAX I�1 f =, 10 ARBED WIRE ARM \� SELVAGE TOP & BOTTOM 3" MIN. J USE 14" DIA. CONC. FOOTING FOR CORNER & END POSTS = & 10" FOR LINE POSTS (6' & 8 FENCE HEIGHTS), POST DESCRIPTION FED. SPEC. SIZE MINIMUM OUTSIDE DIAMETER MINIMUM THICKNESS UNE SP2 1.900" 012" e: SP3 2.375" 013" GATE – SP4 2.875" 0 (LESS THAN 6') 00 s SP6 6.625" o BY I APRV'D I MARKS I DATE DRAWING LEGEND SWING GATE EXISTING FENCE NEW FENCE (ADD. ALT. 3/PHASE AN NEW FENCE (ADD. ALT. 4/PHASE B) THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA 3 SEE DETAIL "A" CORNER OR TERMINAL POST y _ BRACE RAIL 3 STRANDS, 4 POINT BARB WIRE GALVANIZED —TENSION WIRE } ",.—LINE POST —STRETCHER BA - TIE WIRES 10 SAX I�1 f =, 10 ARBED WIRE ARM \� SELVAGE TOP & BOTTOM 3" MIN. J USE 14" DIA. CONC. FOOTING FOR CORNER & END POSTS = & 10" FOR LINE POSTS (6' & 8 FENCE HEIGHTS), POST DESCRIPTION FED. SPEC. SIZE MINIMUM OUTSIDE DIAMETER MINIMUM THICKNESS UNE SP2 1.900" 012" TERMINAL SP3 2.375" 013" GATE – SP4 2.875" 0.226' (LESS THAN 6') GATE – SP6 6.625" 0.28" (6'OR MORE) CHAIN LINK FENCE NO SCALE GATE FRAME 1 1 /2 " DIA., 272 LBS/FT PLUNGER ROD WITH 3 STRANDS, 4 POINT LOCKING DEVICE BARB WIRE GALVANIZED +I f �II FENCING PLAN - ADDITIVE ALTERNATES STRETCHER BAR 1 /4 ' x 3,,'4 ' Pi SEE DETAIL_ 'Ba ABgVE Q�� E rTRIM OFF LINER AT GROUND LEVEL \ N U'VARIES 6 MIL PLASTIC LINER TYPICAL' / LINER SHALL BE 4" GREATER DIA. & 12" GREATER LENGTH THAN POST HOLE DIMENSIONS. GATE FRA DETAIL 'B' NO SCALE FRAME GUSSET �PIPESTIF'FENER 8' MAX. SPACING I SWING GATE NO SCALE NOTES - t5. DETAIL "A" (N.T.S.) 0 REICHER BAR X 3/4 ' PI )N ROD HTENER ;SET PLATE FRAME GUSSET AT GATE CORNERS GATE POST 6, DOW SME AS IN FM i 36'" MICHAEL A. SHllTT, COUNTY WILL STAKE NEW FENCE LOCATIONS & CLEAR No 29696 k; BRUSH FROM FENCE LINES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL GRADE A 20' WIDE SWATH Exp. M1199 CENTERED ON THE FENCE ALIGNMENT SO THAT SURFACE - _ct'VI\- �tQ. IRREGULARITIES ARE ELIMINATED TO THE SATISFACTION �jOAL�F`:� OF THE ENGINEEER. THIS GRADING SHALL PROVIDE A MIN, 4" MAX CLEAR SPACE BELOW THE FENCE FABRIC. Date: AIRPORT JAN. 1998 p�,l ,SIN SH U TT M OEN ASSOCIATES . Consulting Job File No.: 3 & �- AIRPORT CONSULTANTS & ENGINEERS • Planning 707 Aviation Blvd., Santa Rosa, California 95403 . Engineering F TRM 019 Designee: Drawn: Check: Approved: Scale: Sheet HEU BE MAS 1 "=600' 14 Of 15 9/43---00 V r 9/3-D D