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908ii_sppLOCATION MAP tidLAm Vegas• F C A L I F O R N I A Barstow %% Kinm gan rNeedles t San Bernardino Springs ythe ERM Ding Yuma ---- ------ M E X I C O 0 40 i0 Scale In 1011146 A R I Z 0 N A I Vicksburg oun 0 - 0 t.3r of lt3LversiLcie Transportation and Land Management Aviation Division Construction Plans THERMAL AIRPORT A.I.P. Project No. 3-06-0255-05 & 06 May 1995 FAAk _ DESCRIPTION OF PROJECT INDEX >- TAXIWAY D RECONSTRUCTION 1. COVER SHEET > FSS APRON RECONSTRUCTION 2. PROJECT LAYOUT PLAN >- LA QUINTA APRON RECONSTRUCTION 3. DEMOLITION PLAN > EAST APRON CONSTRUCTION 4. FSS APRON RECONSTRUCTION d DRAINAGE IMPROVEMENTS 5, LA QUINTA APRON RECONSTRUCTION D APRON SECURITY LIGHTING 6. EAST APRON CONSTRUCTION >- RUNWAY 35 SAFETY AREA GRADING 7. DRAINAGE DITCH CONSTRUCTION • 8. MARKING & TIEDOWN PLAN 9-10. MISCELLANEOUS DETAILS 11. TAXIWAY D RECONSTRUCTION PLAN 12. APRON LIGHTING PLAN 13. DETENTION BASIN & RW 35 SAFETY AREA GRADIN DRAWING LEGEND EXIS1M FUnft 00SIlm IFUIM AC PAVEMENT E-- — — SYM FENCE —x— x—PCC THERMAL AIRPORT RIVERSIDE COUNTY CALIFORNIA PAVEMENT [ — — — ] 4 - GATE —– — AIRPORT •Consulting • Planning . Engineering PAVEMENT REMOVAL N/A Designed: GDC RDL ELEVATION + + PAVEMENT TRANSITION N/A TOPOGRAPHIC CONTOUR 000 N/A BENCHMARK SN/A FIRE HYDRANT SURVEY MONUMENT ® ® ELECTRICAL LINE — — —E— — — E PULL BOX m ® WATER LINE — — —w— — — w CATCH BASIN ❑ TELEPHONE LINE — — —T— — — N/A GUIDANCE SIGNS Q N/A SANITARY SEWER — — =ss— — — N/A R/W & T/W EDGE LIGHTS I a N/A STORM DRAIN = = :=SD= T/W REFLECTORS D I PLANNING/ENVIRONMENTAL I DATE Franklin E. Sh erkow T.L.M.A. Director RECORD DRAWING 908,01r,r SYM REVISION BY APRV'D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY CALIFORNIA COVER SHEET HODGES & SHUTT AIRPORT CONSULTANTS & ENGINEERS 5010 Aviation Blvd., Santa Rosa. California 95403 AIRPORT •Consulting • Planning . Engineering Date: MAY 1995 Job File No.: TRM 0193 Designed: GDC RDL Drawn: KLG Check. LBM Approved: Scale: NO SCALE Sheet Of i�j • •_• p' w • '� VI, • . , + s 1.1 ♦, ,., _ dart. . ; .�.ikfAs itt- >, 1 /.7"r p.. , r�r' •; tea' .� . ,_ +l► ) +'AA 1 ! t �. m , •• •• ! F r. ' • • • • , '_ M 1111 ♦ - , � • -I '` � ",;�, • .: - f ,,- • tM� \ <- -. : � ,.. , � • 3 } 11 1 � i g 3 dL • ' • . •� . �• . r i •• , 1/, ! . M • v.t i t,. -i x } �, a �= i 11 • - _ a- a Ir 4 A t •. •. e { >Z''. .. � '+M I . '�- r- 1"T.• • = s., r i 'fit rr ;a y ; ,• ., ., . - .. t e ,_-�- -. .:. d;',. ,. ,. - •� 111 - : ., '• a. s , • ♦ s. . •.'' ff ; .. f .. , • � 'fit �•` • .. •, �{ ., ►ii� ,,' „+ _.-.. , •�-•• • '..� - � :{ � .i-.. �*-.. • > 3 AVIATION YE _ • 114 �� � ', ., ',. _ t ,�! �� . r �• NOTE; '� .. � ', s = ,.. , 1 . a �., • >. TEMPORARY MARKING FOR CLOSED RUNWAY INS �. ' �`, �e° i •• F,�' - - -_-. � �- - _ - .; -. , • F :., REMOVED AS NECESSARY DURING CONSTRUCTION, AS SCI•♦aDUt,ir� Y + . ..,�t. 1'g �•s1APPROVED BYTHE ENGINEER. CRO9E SHALL 8E � TY t •; •. _ �4 ,- +-, '• * r �- _ ' • , • •l f +• s t 4 � 1 _ ! •0. , . 4. } < . • • : 4 i 11R i a . , a. - 1 - 3 -A&Ie ,. F •. CLOSED RUNWAY M ,' r y ., , �r f .... .._ , NO SCALE + i +% a • £ {e -..: ,,.'. :v. - - -.,# ._ ...:. w--. •+ !.. ! ? �., , ' - a - i" ` <- l # - .• lee J • TING Y -XIS NT ACTORIUL W ECT AND s: ' •••••Yx.H.•.... N...••.•...••.••..H•/.•rY.•MWM..W.••�tlr••F.•.•••. iMf�.MM•.M•.W+/Yy�• EER�iCE TO THE MAiI'i , ,� - .... 10 Ti0�1e , • t .� r r . VOCTATM •, ' ' ,.x . R U NWAY SAFETY ARFA 06I)I 11G 1. US.G S. BENCHMARK STAMPED (REFERENCE MARK NO. 5 SET 1955 ELEVATION 378.95 1-121.051 US.GS.I USE AS PROJECT BENCHMARK• ELEVATION -379.95 IS BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 3 . +,7•. iN � 2,b; -- V Y 6• t�. ; �� �' b :.! 7'x.1/ ` 2. CONTRACTOR ACCESS TO THE AIRPORT SWILL BE VIA THE ROUTES SHOWN UNLESS OTHERWISE APPROVED BY THE ` t • r g.a COUNTY. HAUL ROUTES ON THE AIRPORT SHALL BE APPROVED BY THE C10UNTY. THE CONTRACTOR SHALL BE " '� '► t l • " -' RESPONSIBLE FOR ALL DAMAGE TO PAVEMENTS OR OTHER EXISTING FACN_dTIES. +� 3. THE CONTRACTOR MAY LOSE THE AREA SHOWN FOR THE STAG114G AND STORAGE OF CONSTRUCTION MATERIALS AND ' ' 1'_ , ► - 7 Ot EQUIPMENT. CONSTRUCTION TRAFFIC IS UNITED TO APPROVED HAUL AND ACCESS ROUTES. ' " tlrl �► . >rt _ _ 4. THE CONTRACTOR SHALL USE THE DESIGNATED AREAS TO SPOIL EXCESS MATERIAL. THE SPOIL MATERIAL SHALL BE •-.° ! . , PLACED AND GRADED SO THAT EXISTING DRAINAGE PATTERNS ARE MAINTAINED. THE FINISHED SURFACE SHALL BE ' SMOOTH GRADED WITH MAXIMUM SLOPES CONSISTENT WITH THE IMMEDIATE AREA. VEGETATION SHALL BE STRIPPED PRIOR TO SPO" PLACEMENT. SPOIL AREA GRADING SHALL 8E APPROVED BY THE COUNTY. ! �, .r . iir l'1F.*• R } 4 ' -. « �.- T►.� ♦iso ;may 5- PROJECT BASIS OF BEARING IS A LINE BETWEEN POINTS 1. AND 2. PROJECT BASE LINE STATIONING IS A LINE ON TAXIWAY -A- IIE CENTEALBETWEEN POINTS 3. AND 4. �• .... • Alp -, POINT * NORTHING FASTING DESCRIPTION < * �!• r.• i• v • _} _ 4 1. 17651.30 16529.71 BRASS DISC + ,• ` `j : +! } • ` �r ' s 2. 17418.32 15502.51� . `� � � • 'Ile � + * � >• ��i�M AiNGLE PT. CONC. APRON • •, � �� ,. 3. 17730.30 14844.19 • a STA. 1hO0E STA. 10.00N• t ' �% 4- 177219_$3 15844.1!7 •t , r . • !1 , , Nei' e " a • ,.. �. STA. 21.00E, STA. 10+00N 71 s + _ it -, •.,,. y a M 1 a SYM REVISION 0 T APRV•D MARKS DATE THERMAL AIRPORT RIVERSDE COUNTY, CALIFORNIA PROJECT LAYOUT PLAN AIRPORT Date: HODGES & SHUTT -ConsultingMAY 1995 AIRPORT CONSULTANTS is ENGINEERS • Planning Job F'Iie No.: 5010 Aviation Wvd.. Santa Rasa. CslNernie !6403 • Engineering TRIM 003 Designed: Drawn: Check: Approved: Scale: Sheet GCIRDL DWS I LBM I 1 t" = 300' Z Of 1 90 8-ii FSS APRON RECYCLED BLEND S TOCKPI' SAWCUT POWER POLES TO REMAIN HANG A HANGAR PARKING LOT I I I i I I EXIST DIET TO REMAIN IDESERT AIRMOTIVE I SAWCUT HANGAR FAA—FSS PULLBOX I —HANGA T—HANGAR BLDG. / I LAQUINTA / HANGAR ( � I 1 r— TELEPHONE CABLE TO REMAIN. REMOVE i RI:NSTALL EXISTING CHAIN LINK FENCE AS REQUIRED TO PERFORM WORK EXT. POWER POLES O REMAIN EXT. POWER POLES EXT. FENCE TO REMAIN TO REMAIN I I RELOCATE WATER WLVE AND PPE EXTENSION ISEE SHEET 6 (WORT( BY OTHERS) I I I I I I I I SAWCUT I I t I I FRU C TION z I< � I TO REMAIN. L I SAWCUT - -. ESS APRON RECONSTRUCT I . PUMIZf AND BLEND. I a: SEE Nolt:s , RtMOVF AND DISPOSE' l . OF OFF-SITE CONC. FOOTING i SLAB. I SANITARY SEWER z A f I I . TO �kAIN. ( ti SRI MOVE AND DISPO CONC. MANHOLE � z I REMOVE AND DISPOSE NO 4. EMOVE ANO ISPOSE CONC. TIEDOWN ANCHORS ORS . (RECT �IJkIAL 'd LE I SAWCUT I SEE NOTE 3. AND PUtOX. SEE T' 4 CONCRETE APRON I FIRE HYDRANT EMOVE EXT. T/W UGHT�' 1 I TO REMAIN. TOTREMWATER VALVE AND DUCT -SEE NOTE -10 I iEMOVE I I MIX THE UPPER 12' OF REROUTE PUI.LBOX SAWCUT T/W "A„ SAWCUT NATIVE MATERIAL SHALL T/W LIGHTING CIRCUIT 2 THTU BE MIXED W/THE PULVERIZED SEE NOTE 10 I THIS PAVEMENT SHALL ! BLENDED AC/AB I I I NOT E OTHER EASIT UNTIL APRON ACCESS I I TAXILANE HAS BEEN PAVED x I I I I I I I I I I I ' I I I RECIACLE BLEND I I I I I I STiOCKPU AREA I I I I I I I I RELOCATE ELECTRICAL I I SERVICE. I I SEE SHEET 6. I I EAST APRON RECONSTRUCTION SEE NOTES 5, 6, 7, S. & 0 I I NOTES: 1. THE UPPER 1.5 FEET OF IN—PLACE MATERIAL SHALL BE FOADVED FROM ALL AREAS TO 10. F134OVE EXISTING T/W LXIH7& CONDUIT, AND CONDUC70111S. REROUTE A CONTINUE CIRCUIT BE PAVED. AS MEASURED FROM THE FINISH GRADE OR EXISTING GROUND SURFACE. THROUGH EXISTING P/S'S (1,2. eek 31. MIKE ALL SPLICES N P/ff{'S. CAP ALL ABANDONED DUCTS. *NCHIEVER IS LOITER. THE UPPER 12 INCHES OF MATERIAL (AC/AB/kAT1VE) SHALL BE THE COST OF THIS WORK SHALL BE INICirrn N THE LS6PRICE FOR T/W -A- ELECTRICAL PULVERIZED AND THOROUGHLY BLENDED TO FORM A HOMOGENEOUS MIXTURE. THIS RECYCLED BLEND SHALL BE STOCKPILED FOR LATER USE. THE CONTRACTOR SHALL THEN EXCAVATE AND GRADE THE SITE AS NECESSARY TO ACHIEVE THE DESIffD SUMMADE ELEVATIONS. EXCESS MATERIAL SHALL BE DISPOSED OF ON—SITE. AS DMECTED BY THE ENGINEER. 2. THE UPPER L5'= FEET OF IN—PLACE MATERIAL SHALL BE R[MOVED N ALL AREAS TO BE PAVED, AS MEASURED FROM THE FINISH GRADE OR EXISTING GROUND SURFACE. WHICHEVER IS LOWER. THE UPPER IO INCHES OF MATERIAL (AC/AB) SHALL BE PULVERIZED AND THOROUGHLY BLENDM TO FQW A HOMOGENEOUS MIXTURE. THIS RECYCLED OLEMD SHALL BE PLACED (APPWW 2000 CY) ON THE VORTAC ACCESS RD AND THE EAST APRON ASA BASE COURSE MND COLVACTED TO IW/. RC. THE CONTRACTOR SHALL THEN CANT TREAT THE EXPOSED SU NGRADE TO COWACTTD THICKNESS OF 12 - (SM ON. V SECT. 14L DUE 7+0 THE WET COHDNTDNIS OF THE OF F LAYERS OF SU NGIRANXE. AA 0111flIM MAV BE NECESSARY. 3. REMOVE AND DISPOSE OF APPROX. 50 - T DHA. CONCRETE TIEDOWN ANCHORS SCATTERED THROUGHOUT THE EXISTING ASPHALT APRON. THE PLAN SHEET QPAPHC DOES MDT DEPICT THE EXACT LOCATION OR NUMBER OF ANCHORS TO BE REMOVED. DISPONEE OF OFF-SITE. 4. REMOVE CONCRETE MANHOLE AND SMALL DIAMETER DRAIN PIPE UPON INSPECTION AND APPROVAL OF THE ENGINEER. DISPOSE OF OFF-SITE. 5. NO GUARANTEE IS INTENDED OR IMPLIED THAT UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE PLANS WILL NOT BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE, AND THE CONTRACTOR IS CAUTIONED THAT THE COUNTY. THE ENGINEERS. AND THE COUNTY DEPARTMENT OF PUBLIC WORKS ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTION EITHER SHOWN OR NOT SHOWN ON THESE PLANS. S. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL EXISTING UTILITIES HAVE BEEN MARKED IN THE FIELD BY THE APPLICABLE ENTITY RESPONSIBLE FOR THAT PARTICULAR UTILITY. THE CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY AT LEAST 46 HOURS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH OF ALL UNDERGROUND FACIU71ES WITHIN THE CONSTRUCTION IMPACT ZONE 7. BEFORE TRENCHING. PLEASE CALL U.S.A. TOLL FREE (800) 422-4133. 8. THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH. 9. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TO BEGINNING ANY WORK IN ANY ROADWAY, RIGHT—OF—WAY, OR EASEMENT FROM THE APPLICABLE AGENCY. PULVERIZE AND BLEND. I I THE LIPPER 9" OF THE I I EXISTING SURROCE (AC/AWNATW • STOCKPILE I II I I --EXIST. ROAD I I I I I I I IW I' I ( I EXIST. BLDG. I I I I � I LEXIST. GATE I I I I I i EXT. 8' WATER I I MAIN TO REMAIN. I I 12-** - /-- SAWCUT & TACK COAT NEWAC.'.'.'.'.'.'.`.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ------ vvvvvvvvvvvvvv 7vvvvvvvvvv7vv vvvvvvvvvvvvvv avvvvvvvvvvvvv vvvvvvvvvvvvvv NEW AB vvvvvvvvvvvvvvv _k__ E)L Al PACT avvvvvvvvvvv �' � vv vvvvvvvvvvvvvv avvvvvvvvvvvvv vvvvvvvIII-7V vavvvv vvvvvvvvvvvvvv s AS DIRECTED BY ENGINEER IN FIELD AVEMENT JOIN DETAIL A No SCAB 3 RECORD DRAWING SYM REVISION I BY I APRV'D I MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA DEMOLITION PLAN AIRPORT Date: HOD GES & SH U TT • Consulting MAY 1994 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 5010 Aviation Blvd.. Santa Rosa. Callfornia 55403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet GDC RDL KLG LBM 1" =50' 3 Of STA_ I Jim 1381.571 UWcU f fix. Ac I S�--EXIST 4' HIGH LINKFENCE CHAIN ( i X IEXT. TELEPHONE PA. a \ \ ryy� PARKING LOT I I I w CABLE. REPLACE W/ TYPE A 2, \ ' HANGAR HANGARS qq PULLBOX, ADJUST TO SlrA-�. � EXIST C k G I I -- � � I NEW FG AS NECESSARY \ \� J INNSTALL 2800 SF OF / EXIST PCC SWALE �` PCC TRANSITION W/ JOIN EX. GROUND -/ \ 4 0'6p WEAKENED PLANE 4:1(MAX) STA. 13+4 N'10,r-:; :rte .:� pP.P. I I I JOINTS 10' OC VALLEY OUTTER . ( X BOTH WAYS GRAM 1IMM\ �: JOIN EXIST I D E Y.SEE A�', PCC swALE I e • GUY MARE Co - ' !' x �� I ' i I DEPRESS NEW CURB STA, 13+00 N .. STA. 12+94 N{* I (AyY ANCHpR qh�4 r.,- :. TO CONFORM TO EXIST I I 1 GUY I I �' INSTALL EXPANSION EP JOINT BETWEEN NEW E I I AND EXIST PCC. -SEE i DESERT AIRMOTIVE Mi;TAI,.I. 174 Lf !• TRANSITION OVERLAY I— 4 cw. �YTT1M D I I FAA -FSS I GATE REMOVE AND REINSTALL HANGAR 4 I ! I EXISTING 4' HIGH BLDG TF CHAIN LINK FENCE T—HANGAR ?I ♦ ( AS NECESSARY TO 1"=30' PULL80X -HANGAR r�► �� I I I — I-= — — PERFORM WORK. (TYP) ADJUST TO GRADE SAWCUT EX. AC 381,25) Thi I REGRADE LANDSCAPE AREA AS NECESSARY 40 4 - 383 I I INSTALL 140 LF OF 6. 6+4 ' CUi� A GUTTER S = 0.0024 TS to. r r � ��oc �E � c N PLJON +s x 382 Qe ..�,._ 4VJCTEIM�TY ifiliC b I GATE I/ 9 NSTALL IO1AC JOINT STA. 12+0 LI I Ac1.lEaT6r ,�,� ( ? TC �' '` - SEE E »4 ' -♦ STA. 12+00 N # ; ALIGN fps I - - 382 "ft • PCC APRON (LA QUINTA) ---I WTA k ass L.F.L.F I . ,_ ►! � INSTALL 53 LF OF I>� VALWY 4"101 5' VALLEY GUTTER WAAM"m>� ' V^LIEY QUT1� S - .0024 *CARP AM ' 1#1' BEY WT= o #i STA_ 1+0 N13-41 Q J� i `ti' - 1'• - of •:%. 'i.`,,.• :.J Vii. f i '• •-Y. s. •F VALLEY GUTTER 0 T TCH 37� db TYPE I V) SAwCUT EX A+C M�i'IILI. 173 L.F. 0 T � T" INV. 7.34 I I Ld APRON CONSTRUCTION s .auOUT=� � �� ©c ) _ I 11+00 N I ..+ . + + I FSSI i .. APRON I I I � B-: .RECONSTRUCTION i � i EP VALLEY GUTTER 52.5' -- RENSTALL 4' CHAIN LNC FENCE EX. GROUND v ..... vvvvv y.,yZvvvvvv� 5' VALLEY GUTTER 130' TYPICAL FSS APRON SECT] NO SCALE EX. GROUND JOIN EX. PCC APF MOWN 0312M EX. WMAPMD JON • HANGAR FOUNDATION Vim—► V v vvvvvvvv vvvvv11 I.3 5' VALLEY GUTTER -SEE 9 (TYP) 75% i TYP vvvvv vvvvv TYPICAL FSS APRON SECTION JOIN EX. EP —SEE 3 3" ASPHALT CONCRETE TYPE 6" AGGREGATE BASE • 1 0O R.C. PRISE 6' RECYCLED BLEND • 1008 R.C. 6' RECYCLED BLEND • 95X R.C. 8" NATIVE • 90% R.C. (SEE NOTE 1.) NOTES: 1. SITE PREPARATION REQUIREMENTS (SEE NOTE 1, SHEET 3). THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES. MOISTURE CONDITIONED TO NEAR OPTIMUM, AND SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. DUE TO THE WET CONDITIONS OF UPPER SOILS AT THE SITE. IT MAY BE NECESSARY TO ALLOW THE EXPOSED SURFACE SOILS TO AIR DRY PRIOR TO COMPACTION. OR THE CONTRACTOR MAY CHOOSE TO STABILIZE THE AREA WITH ALTERNATIVE TECHNIQUES. THE SUBGRADE SHALL BE PROOF ROLLED AND OBSERVED BY AN ENGINEER PRIOR TO PLACING STOCKPILED RECYCLED BLEND. THE RECYCLED BLEND FROM THE UPPER 1 FOOT SHALL BE REPLACED IN THIN LIFTS, NOT EXCEEDING 6 INCHES, MOISTURE CONDITIONED TO NEAR OPTIMUM, AND COMPACTED. THE LOWER 6—INCH LIFT SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. THE TOP 6 INCHES SHALL BE COMPACTED TO 10OX 2. BORING LOGS FROM THE PROJECT SUBSURFACE SOILS ARE ATTACHED TO THE "CONTRACT DOCUMENTS AND SPECIFICATIONS" THAT ACCOMPANY THESE PLANS AS APPENDIX "A'. 3. FIELD ADJUST OR REPLACE THE EXISTING EMPTY 4" ELECTRICAL DUCT WITH EQUAL DUCTING. NO ELECTRICAL CABLE OR DUCTS WALL BE ALLOWED WITHIN 18 INCHES OF THE FINISHED SURFACE. REPLACE S.S. LIFT PUMP CIRCUITS AS SHOWN. THE COST OF THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE FOR FSS APRON ELECTRIC. TYP• mrc 75•/. tel. vvv vvvvvv vvvq�i EX. PCC VALLEY APRON GUTTER EX. HANGAR U TYPICAL FSS APRON SEC11 O NO SCALE i T/V A �. � � � JOIN EX, EP —SEE 3 3 RECOMPACT EX. BASE 3" ASPHALT CONCRETE TYPE 6" AGGREGATE BASE • 100X R.0 PR1IME i' IIECYCLED BLEND • 100% R.C. 6' RECYCLED BLEND • 95B R.C. ® 12" TREATED SUB4 RADE SEE NOTE 19HET 5 JOIN HANGAR FOUNDATION r ASPHALT CONCRETE TYPEI S' AGGREGATE BASE • 1008 R.C. PRMiE S' RECYCLED BLEND • 1008 R.C. S' RECYCLED BLEND • 95X R.C. a' NA11VE • 9OX R.C. (SEE NOTE 1.) 4 EX. HANGAR AC TRANSITION OVERLAY GRIND EXISTING AC,--------� APPLY TACK COAT TO HORIZ. k VERT. FACE iJ:2- MIN. 2' MIN ; _ cmr^ i T/W Lw11Yl6SEE - vvvvvvvvvvvv vvvvvvvvvvvv BORING LOG NOTE 2 vvvvvvvvvvvvv loamCm w _- - ?vvvvvvvvvvvv I vvvvvvvvvvvvv (M) 1vvvvvvvvvvvv vvvvvvvsvvvv vvvvvvvvvvvv IIIIAM NEW AB 1111101111111014 VnTmi AC TRANSI1ION 0 -------.....__ - 4 � -7A 7 74 T [ I '•til _ Slrr,Ak-. 10+ A IREMOVE EXISTING 11 I I PULLBOXX A CAP DUCT SAWCUT EX. AC\_SAWCUT EX. AC I JON EXISTING I q -S ` -SEEe (�) DUCT I INSTALL 228 LF. 18' RCP. S�0.0020 -A7TAW — TAXWY I .r A., I I I -SEE (M) I 352 i I I E.O.P. I � ----------f-----------------f--------E------—f--------f--------E--------E—�— I----E--�--- —E­ I I INSTALLS.D. 9W OUTFALL 9W I INV. ELEV. - 376M • I -SEE G e SEE SHEET 7 FOR DRAINAGE DITCH CL)NSTRUCTION I I `yI EX. HANGAR VALLEY TTER EX. EP T/W A IIPCC I LINER 7&2':t130' 25' I I MOWN 0312M EX. WMAPMD JON • HANGAR FOUNDATION Vim—► V v vvvvvvvv vvvvv11 I.3 5' VALLEY GUTTER -SEE 9 (TYP) 75% i TYP vvvvv vvvvv TYPICAL FSS APRON SECTION JOIN EX. EP —SEE 3 3" ASPHALT CONCRETE TYPE 6" AGGREGATE BASE • 1 0O R.C. PRISE 6' RECYCLED BLEND • 1008 R.C. 6' RECYCLED BLEND • 95X R.C. 8" NATIVE • 90% R.C. (SEE NOTE 1.) NOTES: 1. SITE PREPARATION REQUIREMENTS (SEE NOTE 1, SHEET 3). THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES. MOISTURE CONDITIONED TO NEAR OPTIMUM, AND SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. DUE TO THE WET CONDITIONS OF UPPER SOILS AT THE SITE. IT MAY BE NECESSARY TO ALLOW THE EXPOSED SURFACE SOILS TO AIR DRY PRIOR TO COMPACTION. OR THE CONTRACTOR MAY CHOOSE TO STABILIZE THE AREA WITH ALTERNATIVE TECHNIQUES. THE SUBGRADE SHALL BE PROOF ROLLED AND OBSERVED BY AN ENGINEER PRIOR TO PLACING STOCKPILED RECYCLED BLEND. THE RECYCLED BLEND FROM THE UPPER 1 FOOT SHALL BE REPLACED IN THIN LIFTS, NOT EXCEEDING 6 INCHES, MOISTURE CONDITIONED TO NEAR OPTIMUM, AND COMPACTED. THE LOWER 6—INCH LIFT SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. THE TOP 6 INCHES SHALL BE COMPACTED TO 10OX 2. BORING LOGS FROM THE PROJECT SUBSURFACE SOILS ARE ATTACHED TO THE "CONTRACT DOCUMENTS AND SPECIFICATIONS" THAT ACCOMPANY THESE PLANS AS APPENDIX "A'. 3. FIELD ADJUST OR REPLACE THE EXISTING EMPTY 4" ELECTRICAL DUCT WITH EQUAL DUCTING. NO ELECTRICAL CABLE OR DUCTS WALL BE ALLOWED WITHIN 18 INCHES OF THE FINISHED SURFACE. REPLACE S.S. LIFT PUMP CIRCUITS AS SHOWN. THE COST OF THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE FOR FSS APRON ELECTRIC. TYP• mrc 75•/. tel. vvv vvvvvv vvvq�i EX. PCC VALLEY APRON GUTTER EX. HANGAR U TYPICAL FSS APRON SEC11 O NO SCALE i T/V A �. � � � JOIN EX, EP —SEE 3 3 RECOMPACT EX. BASE 3" ASPHALT CONCRETE TYPE 6" AGGREGATE BASE • 100X R.0 PR1IME i' IIECYCLED BLEND • 100% R.C. 6' RECYCLED BLEND • 95B R.C. ® 12" TREATED SUB4 RADE SEE NOTE 19HET 5 JOIN HANGAR FOUNDATION r ASPHALT CONCRETE TYPEI S' AGGREGATE BASE • 1008 R.C. PRMiE S' RECYCLED BLEND • 1008 R.C. S' RECYCLED BLEND • 95X R.C. a' NA11VE • 9OX R.C. (SEE NOTE 1.) 4 EX. HANGAR AC TRANSITION OVERLAY GRIND EXISTING AC,--------� APPLY TACK COAT TO HORIZ. k VERT. FACE iJ:2- MIN. 2' MIN ; RECORD DRAWING EX. HANGAR FLOOR RECORD DRAWING REVISIONS SMA I I 1 I V97 SYM REVISION BY I APRV'D I MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA FSS APRON CONSTRUCTION AIRPORT Date: HODGES & SHUTT -Consulting MAY 1994 AIRPORT CONSULTANTS h ENGINEERS - Planning Job File No.: 5010 Aviation Blvd,, Santo Rosa, CdOwnia 93403 - Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet GC/RDL GC/DWS I LBM I 1'= 30' 4 Of 13 NEW AC vvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv ?vvvvvvvvvvvv vvvvvvvvvvvvv 1vvvvvvvvvvvv vvvvvvvsvvvv vvvvvvvvvvvv vvvvvvvvvvvvv NEW AB AC TRANSI1ION 0 RECORD DRAWING EX. HANGAR FLOOR RECORD DRAWING REVISIONS SMA I I 1 I V97 SYM REVISION BY I APRV'D I MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA FSS APRON CONSTRUCTION AIRPORT Date: HODGES & SHUTT -Consulting MAY 1994 AIRPORT CONSULTANTS h ENGINEERS - Planning Job File No.: 5010 Aviation Blvd,, Santo Rosa, CdOwnia 93403 - Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet GC/RDL GC/DWS I LBM I 1'= 30' 4 Of 13 � I LA QUINTA HANGAR THICKENED EDGE o EXPANSION JOINT I I (NO DOWAELS) STA. 14+00 N AC • PARKING o [THICKENED EDGE -- EXPANSION JOINT THICKENED EDGE LOT —I — —I — I EX, BLOCK WALL( V EXPANSE C JOINT _ S r -S 5 SAWCXIT — —I — —I ti • fill Q+ d a i a ° ° I —I— —I— °J= EX AC APIRM —I— —I— �'�' I I d d —I — —I — iA 1 1 a d HINGED CONTROL .DINTS v EX. PCC APRON (TYP) 4 t t d d B-4 d v + + — t I 41, d a a a a a 44P,°d °. STA13+00 N ° BORN LOG T—T_ SEE O .).4 AEE I a d A APRON STRUCTION 5 A .d T_Tdp 4 ° A a TE2 4 Q_I a II— I_ 40 KEYED CONSTRUCTION OR HINGED CONTROL a JOINTS T + I I ( I d °DUMM CONTROL• JOINaT'S � d I t . ° I ad C d a -SEE 5 (TYP) (— I 12 5'* 1s,tt s d a �'. —T—T— TYP — I — ) TYP v - -I —I3 +° a : —I — —I it, .°-+-4--.— STA. 12#04 N a ° 0 4d 1'=30' I f f I I iI I (— ON Do D I I --'----------I I I MAT�tt EX AVEMEr1T I f I I ( `I — —) — — I I (-�- — I-- -- I I — (— — — — — — 7 — -�- �SION JOINT -SIE (TYp) JOINt , I— --I I I I — —I I —I — —i — — I — I— — Id I I— I— — I — I— — I— l— — — !— fix. AVEME T Jars — S I I I I IT — — - EX PCC APRON I I I f I I I I l II f { THE PCC JOIN • THE EXISTING WALL SHALL BE NEAT AND ACSTHETICALL.Y ACCEPTABLE TO THE COUNTY. THE CONTRACTOR SHALL HAVE THE ENtAIiCE5RS APPROVAL PRIOR TO PLACING CONCRETE. EXPANSION JOINT DOWELED EXPANSION JOINT -SEE 5 (TYP) -SEE tS (TYP) HINGED CONTROL JOINT HINGED CONTROL JOINT EX BLOCK WALLA KEYED CONSTRucinON OR KEYED CONSTRUCTION OR DUMMY CONTROL JOINT DUMMY CONTROL JOINT DRILL EX. PCC cin nn�R S�0.001 SEE NOTE 1 will a f EX. PCC EX. PCC a a - EX PCC EX. WALL FOOTING ' f V v v v v v v v vvvvvvvv 10' PORTLAND CEMENT CONCRETE vvvvvvvv vvvvvvvv 10' PORTLAND CEMENT CONCRETE vvvvvvvv vvvvvv V64L EX. BASE vvvvvvvvv vvvvvv 6' AGGREGATE BASE • 1OOX R.C. 6' AGGREGATE BASE • 10OX R.C. PHI 1 I X11 — — — — — 12 TREATED SUBGRADE • 10OX R.C. — — — — — 12m TREATED SUBGRADE • 1007[ R.C. SEE NOTE 1. SEE NOTE 1. TYP. LA QUINTA APRON SECTION A TYP. LA QUINTA APRON SECTION No semi 5 1 No semi -SEE 5 � - d P d d odd d d da v d @ a. KEYED OONS7RUC71ION JOINT EA -SEE e GROOVE MAY BE 5 FORMED OR SAWED n d ve d O O N a N 74 ~ a TIE BARS d a' . d 30' LONG AT d 430' O.C.. a tl GED CONTROL JOINT -SEE e 5 PAINT AND OIL THIS END OF DOWEL f _ NEW a PCC 7X�. 3/4' d A V d DOWEL 1" DIA. X 19' LENGTH AT 12- ON CENTER (TYP) DRILL EXISTING PAVEMENT TO INSTALL DOWEL. DOII = EXPANSION JOINT JOINT DETAILS NOT TO SCALE c I f -SEE 5 _ EXISTING PCC iv a FOOTING OR AC PARKING LOT r a d 3/4' ~ C 5 PCC 1" DEEP TOOLED JOINT 1/8- TO 1/4 - BELOW PAVEMENT SEALANT BOND BREAKER PAVEMENT MATERIAL THICKNESS RESILIENT FILLER BELOW PAVEMENT `• : . • SEALANT DEPTH SUN 1 11■�■1 ` 110101 ��■■■1 ■■MEMO 11�■■1 1•■■■1 !!:Til 1��■■1SAWED�Al/11■■■1 _ S %-MINIMUM •-up %:01ff ' .. IAL EVANSION JOINTS JOWT 1/4- MAXIMUM BELOW PAVEMENT 1/2- MiN. 1/20 *1 /e' SEALANT DEPTH V 5/8" SAWED M JOINT FACE 1 1/4- �MU MINM T/4 To T/6 5/8" ROD LACK -LAP MATEFAAL CONVOL JOINT PCC JOINT SEAL DETAILS No SCALE 5 SAWED JOINTS SHALL COMPLY WITH THE METHODS PRESCRIBED IN STATE STANDARD SPECIFICATIONS SECTION 40 1.08B(1) AND AS SHOWN. SAW CUTTING SHALL COMMENCE AS SOON AS THE PCC HAS HARDENED SUFFICIENTLY TO PREVENT CHIPPING OF SPALUNG. SAW CUTTING SHALL BE COMPLETED BEFORE UNCONTROLLED CRACKS DEVELOP. NOTE: SEALANT SHALL BE A TWO COMPONENT ELASTROMERIC PCC POLYMER TYPE, JET FUEL -RESISTANT. COLD APPLIED, AND SHALL BE SUITABLE FOR USE WAIN BOTH ASPHALT AND PORTLAND CEMENT PAVEMENTS. SAWED GROOVE JOINT SEAL 1 /2' 1 1/4' A... ........... ........ . d. AC PCC • .. T ' ....•'•T•'.'•' ................................... ............................ .. a , vvvvvvvvvvvvvv V V V V V v V V V V v v V v' BASE • �' v v v v V �v v v v v V v v V �. .' - vvvvvvvvvvvvvv• POC AC JOINT SEE eGROOVE MAY BE 5 FORMED OR SAWED d . a Q° a a d. d Q' d . a d. - v r - d 4 A dQ d a. d d 4 c. DUMMY CONTROL JOINT 1/8- MAXIMUM BELOW PAVEMENT 1/2" MIN. 1/2- t1/8 - SEALANT DEPTH .... . SAWED JOINT FACE • ........... i 1/4- a. '. 5/8- ROD a • .•.•.•.•.•.-.•.•.•.•. BACK-UP MATERIAL JOINT SEAL PCC AC JOINT E NO SCALE 5 MO NAEL A. 8W7T Na 2919114L EXp.3131M � Sl4r CIV11. f 0 NOTES: 1. SITE PREPARATION (SEE NOTE 2, SHEET 3). THE EXPOSED SUBGRADE SHALL BE TREATED MATH PORTLAND CEMENT IN COMPLIANCE W/ DIV. V. SECT. 14, TO A COMPACTED THICKNESS OF 12-. RELATIVE COMPACTION SHALL BE 95X DUE TO THE WET CONDITIONS OF UPPER SOILS LAYERS IT MAY BE NECESSARY TO ALLOW THE EXPOSED SUBGRADE TO AIR DRY PRIOR TO THE CEMENT TREATMENT PROCESS. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE FOR STABILIZING THE SUBGRADE. REMOVAL OF ADDITIONAL SOIL DUE TO THE CLOSE PROXIMITY OF THE GROUNDWATER TABLE SHALL NOT BE ALLOWED 1MTHOUT THE APPROVAL OF THE ENGINEER. THE SUBGRADE SHALL BE PROOF ROLLED AND APPROVED BY AN ENGINEER PRIOR TO PLACING ADDITIONAL MATERIAL. RECORD DRAWING SYM REVISION I BY I APRV'D I MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA LA QUINTA APRON RECONSTRUCTION AIRPORT Date: HODGES & SHUTT •Consulting MAY 1995 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 5010 Aviation Blvd.. Santa R00% California 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet GC RDL GC DWS LBM 1' = 30' 5 Of 13 go 6 -VT o SYMBOLS ®SEALANT ROD BACK-UP MATERIAL ® BOND BREAKER MATERIAL ® RESILIENT FILLER JCLOSED-CELL RESILIENT FOAM OR SPONGE RUBBER JOWT 1/4- MAXIMUM BELOW PAVEMENT 1/2- MiN. 1/20 *1 /e' SEALANT DEPTH V 5/8" SAWED M JOINT FACE 1 1/4- �MU MINM T/4 To T/6 5/8" ROD LACK -LAP MATEFAAL CONVOL JOINT PCC JOINT SEAL DETAILS No SCALE 5 SAWED JOINTS SHALL COMPLY WITH THE METHODS PRESCRIBED IN STATE STANDARD SPECIFICATIONS SECTION 40 1.08B(1) AND AS SHOWN. SAW CUTTING SHALL COMMENCE AS SOON AS THE PCC HAS HARDENED SUFFICIENTLY TO PREVENT CHIPPING OF SPALUNG. SAW CUTTING SHALL BE COMPLETED BEFORE UNCONTROLLED CRACKS DEVELOP. NOTE: SEALANT SHALL BE A TWO COMPONENT ELASTROMERIC PCC POLYMER TYPE, JET FUEL -RESISTANT. COLD APPLIED, AND SHALL BE SUITABLE FOR USE WAIN BOTH ASPHALT AND PORTLAND CEMENT PAVEMENTS. SAWED GROOVE JOINT SEAL 1 /2' 1 1/4' A... ........... ........ . d. AC PCC • .. T ' ....•'•T•'.'•' ................................... ............................ .. a , vvvvvvvvvvvvvv V V V V V v V V V V v v V v' BASE • �' v v v v V �v v v v v V v v V �. .' - vvvvvvvvvvvvvv• POC AC JOINT SEE eGROOVE MAY BE 5 FORMED OR SAWED d . a Q° a a d. d Q' d . a d. - v r - d 4 A dQ d a. d d 4 c. DUMMY CONTROL JOINT 1/8- MAXIMUM BELOW PAVEMENT 1/2" MIN. 1/2- t1/8 - SEALANT DEPTH .... . SAWED JOINT FACE • ........... i 1/4- a. '. 5/8- ROD a • .•.•.•.•.•.-.•.•.•.•. BACK-UP MATERIAL JOINT SEAL PCC AC JOINT E NO SCALE 5 MO NAEL A. 8W7T Na 2919114L EXp.3131M � Sl4r CIV11. f 0 NOTES: 1. SITE PREPARATION (SEE NOTE 2, SHEET 3). THE EXPOSED SUBGRADE SHALL BE TREATED MATH PORTLAND CEMENT IN COMPLIANCE W/ DIV. V. SECT. 14, TO A COMPACTED THICKNESS OF 12-. RELATIVE COMPACTION SHALL BE 95X DUE TO THE WET CONDITIONS OF UPPER SOILS LAYERS IT MAY BE NECESSARY TO ALLOW THE EXPOSED SUBGRADE TO AIR DRY PRIOR TO THE CEMENT TREATMENT PROCESS. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE FOR STABILIZING THE SUBGRADE. REMOVAL OF ADDITIONAL SOIL DUE TO THE CLOSE PROXIMITY OF THE GROUNDWATER TABLE SHALL NOT BE ALLOWED 1MTHOUT THE APPROVAL OF THE ENGINEER. THE SUBGRADE SHALL BE PROOF ROLLED AND APPROVED BY AN ENGINEER PRIOR TO PLACING ADDITIONAL MATERIAL. RECORD DRAWING SYM REVISION I BY I APRV'D I MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA LA QUINTA APRON RECONSTRUCTION AIRPORT Date: HODGES & SHUTT •Consulting MAY 1995 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 5010 Aviation Blvd.. Santa R00% California 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet GC RDL GC DWS LBM 1' = 30' 5 Of 13 go 6 -VT o I I I � I I EX. BLDG. W I i II E-----------�.vr-----�•—E-- I� I I �-EX. GATE I 1'=30' INSTALL CATCH BASIN I 6' CHAIN LINK FENCE —\ GRATE ELEV. - 3=7.02 TO REMAIN INV. BEV. - 375.02 GRADE TO -�c----x----ic----�c-------->F--------IE—T-->F------T— ---——"---� I TYPEII DRAIN ��... • . ... ... ... ... ... _ �i ... + ... S' Xf N_.+. ... ... �k q$ 0211 t EAST APRON 4b kW� A • BOIMNG "o - ' SEE M079 2 TYPs 4 (TYP) _.., ._.,..��,..,�.. ...,..�,... .,.......... _.::_...R) s � k pi, + # ti +'W'�P - 8' ASBESTOS CEMENT 110 WA= MAN TO wman 2 04TALL 135 L.F. I _„11K (TIP) q5 I¢ �� uAPRON CONSTRUCTION AD,J W " NECESSARY UK NOTE 3 A I T -HANGAR s INSTALL CATCH BASIN GRATE ELEV. - 378.48 A I INV. ELEV. - 375.96 TYPE I s � ( - 4p— _# c�`ti_-&--- « # i • r ♦ • • t • • ♦ ! I' (TYP + a + • r ♦ • t t t t '`+ SAWNCUT ( ) ADJUST VALVE # + # r • t • ♦ + ♦ t SEE 3 EX. AC APRON COVERS TO GRADE t % ♦+♦ t♦+# 4 1 s s I + t # t t + i t + # # ♦ ♦ t ♦ * + r t t t , • + # SA-WCUT t M♦ t! r t r r VAL A ' t ! ♦ Ir t t • t # T t.+ 11 ----)L ♦r♦♦ . + t+rr ♦♦r♦tr q -Ir . .........I I .REMOVE PAVEMENT M! ER-\ I �� TO.W.D. VA LT• T -HANGAR EXIST. PO POLE (TYP)�► — — — — I SAWCUT (TYP) TOIEMw I-------I— ELEC. I SERVICE PUUAOX To RHMAN I f I I I PCC APRON I (LA QUINTA) I I I � � /1ST. I• ASBESTOS CEMENT WA MAIN I � I Fp 3 -ASPHALT CONCRETETYPE A 6" RECYCLED BLEND 0 100'x. R.c ;� 6' SUBGRADE 0 10OX R.C. =11 6' SUIMADE • 95II R.C. 8' NATIVE • 907E R.C. TYPICAL TAXIWAY SECTION Na SCALE SAW CUT & JOIN EX. A( -SEE 3 3' ASPHALT CONCRETE TYPE I 6" RECYCLED BLEND • 100% R.C. 6' SUBGRADE 0 1007E R.C: SEE 6' SUBGRADE B 95II R.C. NOTE 1 8' NATIVE • 9OX R.C. (TYP) A s 158.5'* vvva.v v v v GROUND EAST APRON TYPICAL SECTION NO SCALE A Di EP rL EX. FENCE 1 15' 1 20'* Y S VA — PRIME r GRADE DRAIN EXIST. FIRE HYDRANT TO REMAIN A j GRADE TO DRAIN s INSTALL CATCH BASIN GRATE ELEV. - 376.67 INV. ELEV. - 376.17 TYPE I -SEE (TYP) JOIN EX. GROUND EX. GROUND € J I I I INSTALL 130 LF. 18 RCP) S-0.0020 O EAST APRON TYPICAL SECTION/C NO SCALE s 90' 4' 3' ASPHALT CONCRETE TYPE 1 6' RECYCLED BLEND • 1007= R.C. 6' SUBGRADE • 1 OOX R.C. 6' SUBGRADE • 95X R.C. 8' NATIVE • 9OX R.C. ' 12 INSTALL PCC SD OUTFALL WE STA. 24+65 E T BAST STA. 24+50 E EP -PCCLNER DRAINAGE DITCH SEE DRAINAGE DITCH CONSTRUCTION SHEET • .wAmi«. � i i- r ■ .ir stn NOTES: 1. SITE PREPARATION (SEE NOTE 2. SHEET 3). THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES, MOISTURE CONDITIONED TO NEAR OPTIMUM. AND SHALL BE COMPACTED TO 90'II RELATIVE COMPACTION. DUE TO THE WET CONDITIONS OF UPPER SOILS AT THE SITE, IT MAY BE NECESSARY TO ALLOW THE EXPOSED SURFACE SOILS TO AIR DRY PRIOR TO COMPACTION. OR THE CONTRACTOR MAY CHOOSE TO STABILIZE THE AREA WITH ALTERNATIVE IECHNIQUES. REMOVAL OF ADDITIONAL SOIL DUE TO THE PROXIMITY WITH THE GROUNDWATER TABLE SHALL NOT BE ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER. THE SUBGRADE SMALL BE PROOF ROLLED AND OBSERVED BY AN ENGINEER PRIOR TO PLACING ADDITIONAL FILL THE STOCKPILED SUBGRADE MATERIAL REMOVED SHALL BE REPLACED IN THIN LIFTS, NOT EXCEEDING 6 INCHES. MOISTURE CONDITIONED TO NEAR OPTIMUM. AND COMPACTED. THE LOWER 6 -INCH UFT SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. THE TOP 6 INCHES SHALL BE COMPACTED TO 10OX 2. THE EXISTING FIRE HYDRANT, S' WATER MAIN, 4' WATER SERVICE AND HANGAR DETECTOR CHECK VALVE WILL REtr1AN. THE STUB -OUT WILL BE MOVED AS SHOWN ON THE PLANS. THE COACHEL LA VALLEY WATER DISTRICT WALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY FnR THE RELOCATION. THE CONTRACTOR WILL BE RESPONSELE FOR COORDNATNG ALL WORK WITHIN THE RESTRICTED AREA WITH THE WATER DISTRICT. ALL OTHER EXISTING WATER PIPES THAT ARE WITHIN A NEW PAVEMENT SECTION SHALL BE LOCATED BY THE CONTRACTOR AND SHALL BE ADEQUATELY PROTECTED FROM DAMAGE BY HEAVY CONSTRUCTION EQUIPMENT. PIPES AM APPM(NIMATELY 4' BELOW E.& IIJIIFACE. 3. CONTRACTOR WALL BE RESPONSIBLE FOR LOCATING AND MOVING OR REPLACING THE ELECTRICAL SERVICES TO BOTH HANGARS WITHIN THE 'EAST HANGAR' APRON AREA AS IS NECESSARY. NO ELECTRICAL WIRES OR DUCTING WILL BE ALLOWED WITHIN 18' OF FINISHED GRADE. COST FOR THIS WORK WALL BE INCLUDED IN THE WAY ITE=M FOR EAST APRON ELECTRIC. RESTRICTED ACCESS AREA - THE CONTRACTOR IS REQUIRED TO ` COORDINATE AND COOPERATE WITH COACHELLA VALLEY WATER DISTRICT. * * THE WATER DISTRICT SHALL HAVE CONTROL OF THIS AREA UNTIL SUCH 71ME AS THE RELOCATION OF THEIR FACILITIES IS COMPLETE. THE CONTRACTOR SHALL NOT SCHEDULE ANY WORK IN THS AREA UNTIL THE WATER DISTRICT GIVES THEIR APPROVAL NO ADDITIONAL COMPENSATION WILL BE ALLOWED THE CONTRACTOR FOR DELAYS RESULTING FROM THE WATER DISTRICT'S WORK SCHEDULE. 8'x 8' x 4- TEE,(Q'4' GV, - DETECTOR CHECK IN VAULT TO REMAIN RECORD DRAWING NEW AND STUB_. __ __ LOCATION IrTEE W/(3)NGV t 2 8 AC WATERMAW STUB -WT W/='PLUG toR EXISTING LOCATION BrYs l�E �i'GV 4)-4VEELPOLESTO REMAIN 6' FH A 36Y(SUPER) NO SCALE (BY OTHERS) Eaj Sheet 30' 6 Of la 908.. 1 "T ' P I I � I Q I I � I I b� I i b , i (TYP) ,--INSTALL 105 LF. 18' RCP S-0.00+9 9�) i •--SAWCUT-SEE f (4 (77) - I I o� EP O I I ;AWCUT I I I W I I I I I I p I JOIN SEE A 3 EAST APRON TYPICAL SECTION/C NO SCALE s 90' 4' 3' ASPHALT CONCRETE TYPE 1 6' RECYCLED BLEND • 1007= R.C. 6' SUBGRADE • 1 OOX R.C. 6' SUBGRADE • 95X R.C. 8' NATIVE • 9OX R.C. ' 12 INSTALL PCC SD OUTFALL WE STA. 24+65 E T BAST STA. 24+50 E EP -PCCLNER DRAINAGE DITCH SEE DRAINAGE DITCH CONSTRUCTION SHEET • .wAmi«. � i i- r ■ .ir stn NOTES: 1. SITE PREPARATION (SEE NOTE 2. SHEET 3). THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES, MOISTURE CONDITIONED TO NEAR OPTIMUM. AND SHALL BE COMPACTED TO 90'II RELATIVE COMPACTION. DUE TO THE WET CONDITIONS OF UPPER SOILS AT THE SITE, IT MAY BE NECESSARY TO ALLOW THE EXPOSED SURFACE SOILS TO AIR DRY PRIOR TO COMPACTION. OR THE CONTRACTOR MAY CHOOSE TO STABILIZE THE AREA WITH ALTERNATIVE IECHNIQUES. REMOVAL OF ADDITIONAL SOIL DUE TO THE PROXIMITY WITH THE GROUNDWATER TABLE SHALL NOT BE ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER. THE SUBGRADE SMALL BE PROOF ROLLED AND OBSERVED BY AN ENGINEER PRIOR TO PLACING ADDITIONAL FILL THE STOCKPILED SUBGRADE MATERIAL REMOVED SHALL BE REPLACED IN THIN LIFTS, NOT EXCEEDING 6 INCHES. MOISTURE CONDITIONED TO NEAR OPTIMUM. AND COMPACTED. THE LOWER 6 -INCH UFT SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. THE TOP 6 INCHES SHALL BE COMPACTED TO 10OX 2. THE EXISTING FIRE HYDRANT, S' WATER MAIN, 4' WATER SERVICE AND HANGAR DETECTOR CHECK VALVE WILL REtr1AN. THE STUB -OUT WILL BE MOVED AS SHOWN ON THE PLANS. THE COACHEL LA VALLEY WATER DISTRICT WALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY FnR THE RELOCATION. THE CONTRACTOR WILL BE RESPONSELE FOR COORDNATNG ALL WORK WITHIN THE RESTRICTED AREA WITH THE WATER DISTRICT. ALL OTHER EXISTING WATER PIPES THAT ARE WITHIN A NEW PAVEMENT SECTION SHALL BE LOCATED BY THE CONTRACTOR AND SHALL BE ADEQUATELY PROTECTED FROM DAMAGE BY HEAVY CONSTRUCTION EQUIPMENT. PIPES AM APPM(NIMATELY 4' BELOW E.& IIJIIFACE. 3. CONTRACTOR WALL BE RESPONSIBLE FOR LOCATING AND MOVING OR REPLACING THE ELECTRICAL SERVICES TO BOTH HANGARS WITHIN THE 'EAST HANGAR' APRON AREA AS IS NECESSARY. NO ELECTRICAL WIRES OR DUCTING WILL BE ALLOWED WITHIN 18' OF FINISHED GRADE. COST FOR THIS WORK WALL BE INCLUDED IN THE WAY ITE=M FOR EAST APRON ELECTRIC. RESTRICTED ACCESS AREA - THE CONTRACTOR IS REQUIRED TO ` COORDINATE AND COOPERATE WITH COACHELLA VALLEY WATER DISTRICT. * * THE WATER DISTRICT SHALL HAVE CONTROL OF THIS AREA UNTIL SUCH 71ME AS THE RELOCATION OF THEIR FACILITIES IS COMPLETE. THE CONTRACTOR SHALL NOT SCHEDULE ANY WORK IN THS AREA UNTIL THE WATER DISTRICT GIVES THEIR APPROVAL NO ADDITIONAL COMPENSATION WILL BE ALLOWED THE CONTRACTOR FOR DELAYS RESULTING FROM THE WATER DISTRICT'S WORK SCHEDULE. 8'x 8' x 4- TEE,(Q'4' GV, - DETECTOR CHECK IN VAULT TO REMAIN RECORD DRAWING NEW AND STUB_. __ __ LOCATION IrTEE W/(3)NGV t 2 8 AC WATERMAW STUB -WT W/='PLUG toR EXISTING LOCATION BrYs l�E �i'GV 4)-4VEELPOLESTO REMAIN 6' FH A 36Y(SUPER) NO SCALE (BY OTHERS) Eaj Sheet 30' 6 Of la 908.. 1 "T w' SEE FSS APRON RECONSTRUCTION 381 SEE E4AF AST APRON ( s" PCC ACCESS ROAD (12'X45')RL TE1 - I P Inmr— TAXI WAY A RECONSTRUCTION °� TAXIWAY "A" PULLBOX -� E EP .� I I 7 BENCHMARK' ----"SEE — SII SEEE SHEET ET 2 v 'a SPLICE AT EX. ( REGRADE VORTAC SHOTCRETE ROAD AS SIGN BASE 3.18 4' SHOTCREOVERFLOW APRON :::::t TOP OF BANK (TYP) �S SARY BOTH I� ,,";y I o� INV. -373.830e 3•DRAINAGE DIT H ti g' RAINAG DITCH " ". "• ' r ---�— .•. --'-^-r- • .r - A- s� - -------'T- .—i•`T.. ��— tom• _ . . 'j ....:� •ti•.� a a I S -0.0018S 0.0015 - IN T.O.B. I NSTALL 72 LF. S - .0010 t- 12' DUMMY CONTROL JOINT * 3-18" RCP S-0.0020 REMOVE SO LF. STALL 70't 2' PVC DUCT STALL 22850 S.F. — — — — — — — — — — —� I I SEE SD CROSSING EX DIRECT BURIAL AND 2—#B CABLES —SEE 2 OF 4' SHOTCRETE —SEE S (TYP) \ I I ` SECTIONS k NOTES BELOW LIGHT CAKE WRIAL SEE NOT NSTALL PULLBOX �) B ON NSTEXP GTE DIRECULLBOX TS I DIRECT B INTERCEPT TTERCEPT 319 318 I I �' BURIAL CABLE(S) CABLE AND II SPLICE IN BOX ' -SEE I , (TYP.} w I l TO VORTAC I , � LL r --TO WIND CONE GRADE TO zi DAYLIGHT 7. q \ J375. �• _ � f � \� tee` - --E— �� PROVIDE t INSTALL 4 1:56 LF. OF 3-30 RCP �I - 0T %�37 TAXIWAY 376 (�-----E- �— -- ----E--------- --ter 377 TRIPLE 30 OUTLET ��\EMSTING TAXIWAY LIGHTING OF BANK IEE - J N TO REMAIN .)je �W FACE 373 OF HEADWALL S-0.0010 ,373.8) 12' 50'� 373 =50' PCC % R -50r LiNEw ��� /IOP OF BANK // J3772) END SHOTCRETE • � ,373.3) 50' ra J378.1) EXISTING BRUSH J375.0)� \ X372.9 J375.8) ,374.1) INSTALL STRAW BALE SILT TRAP -SEE10 F X T/W SIGN DRAINAGE DITCH O EW PULLBOX EX. GROUND NISHED SURFACECr-EX. DIRECT BURIAL CABLE E--- ----- --E -------------- -E ---- ------E------�— T/WUGHT BASE � 6 1(TYP) TO WIND CONE SPLICE • NEW PULLSOX 4' SHOTCRETE NSTALL DUCT AND 18' MIN. LINER 2C-08 CABLE 30 _I _ 30' -SEE 12 CONC. ENCASE 1'=50' TYPICAL DRAINAGE DITCH A NO SOME % VARIES INSTALL 540 S.F. OF 6' PCC VORTAC RD. PAVEMENT EGRADE ROAD C PC DRAINAGE DITCH-\ TO PCC -SEE 7 XISTING GROUND • IVORTAC ACCESS ROAD 6' RECYCLE(? AC/A$ BLEND --\, \ I� 15' .1. � 15' � �,, 15' %8' RECYCLED AC/A8 BLEND i 100x CONC. ENCASE X. FAA, WEATHER SERVICE ! 0.5' c� H TELEPHONE GTE) CABLE(S) ALLT 4TC ---FAA/WS i GTE -- -----------------FAA/WS & GT --- SEE 7 2' MIN 3 - 18' RCP SLIDE RAISE ALL EXISTING CABLE(S) UNDER EX. CABLES 6" RECYCLED AC/AB BLEND AS NECESSARY BASE COURSE 0 100x PROVIDE 6" MIN CLEAR -SEE ewe ABOVE NEW 18' RCP 10 12 -SEE T , NOTE 2. Nt 3. (TYP.) TRIPLE 18" SD CROSSING 6 NO 9eAiF 7 DO NOT DISTURB _j EXIST VORTAC POWER SERVICE CONDUIT Q.Y.D.) VORTAC ACCESS RD. TOP OF BANK '"'r SECTION A 4t*A 10'• T/W D I TOP OF BANK s 4' X157 OR•.18' JIOr .T - a A � FLARED END PLAN TOP OF BANK -SEE D (TYP) NOTE: TRIPLE 15' RCP INLET AT T/W D SIMILAR TRIPLE 15" AND 18" SD OUTLET LD1 4" SHOTCRETE OVERFLOW W W M•xSox 100 GA. 250't 1s'* 8' 9' 1 18' 18* p—m—aiiiiN OVERFLOW vrw1Ft,wr MIN) RECYCLE /-CONC. ENCASE EXISTING GROUND — — — — — - — 2!ta0211 AC/AS • 95% R.C. FULL DEPTH (TYP) 4' SHOTCRETE---------- 4:1 — — _ _ r-4' SHOTCRETE (TYP), .5' MIN �6' NATIVE 6X6X6 yo/WWM • 9OS R.C. .FLARED END -SEE IL -EX FAA DIRECT SECTION (TYP.) CONDUIT @MAL CABLE INV -373.83 SEE NOTE 2 (ABANDONED) O A• 3 — 18' RCP INSTALL TRIPLE —SEE 8 7 H 3 3111 1000 S.F. OF ,377.3) f� 30' INLET • TT SHOTCRETE •• • .10 .. 25' XISTING TAXIWAY LIGHTING TO REMAIN I4EADDW L a J375.1) 377.3 - �• _ � f � \� tee` - --E— �� PROVIDE t INSTALL 4 1:56 LF. OF 3-30 RCP �I - 0T %�37 TAXIWAY 376 (�-----E- �— -- ----E--------- --ter 377 TRIPLE 30 OUTLET ��\EMSTING TAXIWAY LIGHTING OF BANK IEE - J N TO REMAIN .)je �W FACE 373 OF HEADWALL S-0.0010 ,373.8) 12' 50'� 373 =50' PCC % R -50r LiNEw ��� /IOP OF BANK // J3772) END SHOTCRETE • � ,373.3) 50' ra J378.1) EXISTING BRUSH J375.0)� \ X372.9 J375.8) ,374.1) INSTALL STRAW BALE SILT TRAP -SEE10 F X T/W SIGN DRAINAGE DITCH O EW PULLBOX EX. GROUND NISHED SURFACECr-EX. DIRECT BURIAL CABLE E--- ----- --E -------------- -E ---- ------E------�— T/WUGHT BASE � 6 1(TYP) TO WIND CONE SPLICE • NEW PULLSOX 4' SHOTCRETE NSTALL DUCT AND 18' MIN. LINER 2C-08 CABLE 30 _I _ 30' -SEE 12 CONC. ENCASE 1'=50' TYPICAL DRAINAGE DITCH A NO SOME % VARIES INSTALL 540 S.F. OF 6' PCC VORTAC RD. PAVEMENT EGRADE ROAD C PC DRAINAGE DITCH-\ TO PCC -SEE 7 XISTING GROUND • IVORTAC ACCESS ROAD 6' RECYCLE(? AC/A$ BLEND --\, \ I� 15' .1. � 15' � �,, 15' %8' RECYCLED AC/A8 BLEND i 100x CONC. ENCASE X. FAA, WEATHER SERVICE ! 0.5' c� H TELEPHONE GTE) CABLE(S) ALLT 4TC ---FAA/WS i GTE -- -----------------FAA/WS & GT --- SEE 7 2' MIN 3 - 18' RCP SLIDE RAISE ALL EXISTING CABLE(S) UNDER EX. CABLES 6" RECYCLED AC/AB BLEND AS NECESSARY BASE COURSE 0 100x PROVIDE 6" MIN CLEAR -SEE ewe ABOVE NEW 18' RCP 10 12 -SEE T , NOTE 2. Nt 3. (TYP.) TRIPLE 18" SD CROSSING 6 NO 9eAiF 7 DO NOT DISTURB _j EXIST VORTAC POWER SERVICE CONDUIT Q.Y.D.) VORTAC ACCESS RD. TOP OF BANK '"'r SECTION A 4t*A 10'• T/W D I TOP OF BANK s 4' X157 OR•.18' JIOr .T - a A � FLARED END PLAN TOP OF BANK -SEE D (TYP) NOTE: TRIPLE 15' RCP INLET AT T/W D SIMILAR TRIPLE 15" AND 18" SD OUTLET LD1 4" SHOTCRETE OVERFLOW W W M•xSox 100 GA. 250't 1s'* 8' 9' 1 18' 18* p—m—aiiiiN OVERFLOW vrw1Ft,wr MIN) RECYCLE /-CONC. ENCASE EXISTING GROUND — — — — — - — 2!ta0211 AC/AS • 95% R.C. FULL DEPTH (TYP) 4' SHOTCRETE---------- 4:1 — — _ _ r-4' SHOTCRETE (TYP), .5' MIN �6' NATIVE 6X6X6 yo/WWM • 9OS R.C. .FLARED END ABANDONED IL -EX FAA DIRECT SECTION (TYP.) CONDUIT @MAL CABLE INV -373.83 SEE NOTE 2 (ABANDONED) —SEE D 3 — 18' RCP —SEE 8 7 VORTAC ACCESS ROAD NO SCALE L EX. GTE DIRECT BURIAL CABLE(S) ADJUST SEE NOTES 2.&3. C 0 7 ' NO SCALE v 1 y68 4' PCC LINER EX. WEATHER SERVICE DIRECT BURIAL CABLE (12 PAIR) ADJUST SEE NOTE 2 k 3 -EXIST FAA 11 OV. DIRECT BURIAL C:AB'LE. ADJUST SEE NOTS 2 k 3 IAICN;: A. s iNl1T °C No.29698 4k Exp. 3/31/86 6' PCC OR 4' SHOTCRETE 6' MIN. -1 I RECYCLED BLE��ir lo COMP. NATIVE • 95% R.C. l 1 1/2 D 3' MIN ? �f =1 r 4' - 4' I I ` SAND • 1 OOX RC ^-----NATIVE * 90W RC VORTAC S.D. TRENCH E 0 NO SCALE 7 NOTES: 1. 1. CONTRACTOR TO REPLACE THIS SECTION OF WIND CONE LIGHT CIRCUIT FOR THE PURPOSE OF PROVIDING CLEARANCE UNDER THE DRAINAGE DITCH INVERT AS INDICATED ON THE PLANS. CONTRACTOR WALL PROVIDE ANY TMPORARY CONNECTIONS NECESSARY TO PROVIDE POWER TO THE WIND CONE DURING NIGHT TIME HOURS AT NO EXTRA COST. ALL COSTS FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE FOR WINDCONE ELECTRIC. 2. VORTAC ACCESS ROAD EXISTING CABLES. THE CONTRACTOR WILL EXPOSE, WITHOUT DAMAGE. ALL EXISTING CABLES WITHIN THE PROPOSED STORM DRAIN CROSSING FOR THE PURPOSE OF CLEAR IDENTIFICATION. ALL EXISTING CABLES SHALL BE PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE TO CONTACT FAA. GTE AND/OR NATIONAL WEATHER SERVICE IIIEPIINESENTATIVES FOR CABLE LOCATIONS AND FOR VERIFICATION OF STATUS. ALL CABLES) SHALL BE EXPOSED FOR A DISTANCE OF 80' MORE OR LESS. BEGINNING AT THE EXISTING PULL BOX AND EXTENDING SOUTHWARD THROUGH THE CONSTRUCTION ZONE. THIS SHALL BE DONE TO DETERMINE THE FEASIBILITY OF ENCASING ALL THE DIRECT BURIAL CABLES AS DESCRIBED IN NOTE 3. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT LUMP SLIM FOR SITE PREPARATION AND EARTHWORK. 3. THE THREE EXPOSED CANTLES SHALL BE ADJUSTED 70 PROVIDE THE CLEARANCE SHOWN. ENCASED IN 4" SPLIT DUCT, INSTALLED INTO A NEW PULLBOX AND SLURRY BACKFILLED AS SHOWN ON 7W PL./NS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDMrA71ON WITH APPROPRIATE REPRESENTATIVES. THE COST FOR INS WORK SHALL BE INCLUDED IN THE CONTRACT LUMP SUM ITEM FOR VORTAC CABLE ADJUSTMENT AND SHALL INCLUDE THE COSTS OF ALL MATERIALS AND LABOR ASSOCIATED VAIN ADJUSTING THE DEPTH OF THE CABLE. 4. EXISTING IMPERIAL IRRIGATION DISTRICT (LLL) VORTAC POWNER SERVICE TO REMAIN UNDISTURBED. CONTACT U.S.A.. 1-800-422-4133 TWO WORKING DAYS BEFORE BEGINNING DITCH EXCAVATIONS. RECORD DRAWING BID ADDENDUM 01 HIS 1 1 2 1 7/95 SYM REVISION BY I APRVb I MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA DRAINAGE DITCH CONSTRUCTION AIRPORT Date: HODGES & SHUTT -Consulting MAY 1995 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File NO.: 5010 Aviation Blvd., Santo Rosa, California 95403 • Engineering TRM 0193 Designed: Drawn: I Check: Approved: Scale: Sheet GC RDL GC LBM 1'= 50 1 7 Of 908,011 \,- ,t } ' /• kyr. i .w.r .., s _ _ ♦ . jp Af 4p r s ' v ♦ + - !! t ,,......... ,J or yo P � . +tt► I - . _ - s •.I�I .Li• „. ,,..•.:.�..,.....:..,.:,...,,:...,:,...:.,.,:...,...............,.....�..,-..,,_.....y] ._ •- _:_ y msw , a's.... YY�r��,.a........ .,,., ...a,......i,....... ......:►.�:..,..,::•.,.: :.. :.,:. � f' ' i4 ...it'.. ds`a...xs:....c .....-�•..t....,... :t:,.s..:.T...:...€,..,:-..,...r.. .3..t... .•.... ...�. .. •. !•.,�♦.�.„_.n. i.• .,. , i •,•i,ii,,i ' x LfEF•`'� _ •...u •a s_. `_` . �-r.�,�-..•o,-.. -r;i ',_.. « _ . �_..�,_.. . i'°. rk- 4,...-.-�__:�ma-y�. '•`1� � ��� �i �t• •" ..-..' .'te.. a! ,� * j ►i•� - �ll �.I:� /' W. � •. - _,x._� - .>�Q�_.�:... ,._,- .=♦3,€��;- s4.T'9�r Q, 4 IF •:,. 1j •::�. x:— ,s � .—..:, . � —:� �♦� ',i.-ai :i • 'S , , •.�'•klf°k' ,4: F . f• .ir .. : :u •I +I> . , a .r f xi t ' *'W jp 9�1 % a _ , 'S o€•�f z � _i ,f f•ir " _r I € - ' � PON 46 SA. 13+00 .fi...:::::::::::) lot AL r At TM 7 TA. 111,8f # '":........ .. {iONLY L IE DOWN ANCHORS (NOGRANS�Ai6 YELLO . 25* .. .1 .;';, PANT 6,YELLOW DASHED STRIPES,r777, 10' W (TYP)00' f SACK TOAD1i 57.5 PNNT At ���125• !W mill - 12'_ AC CC 5 Fm [EXISTING PVC ENO CAP t-1/2 MON. EYE DIA 6 -SEE 4,.c6" WITE STRIPE REVISION BY APRV'DDARKS DATE7. AS PCC.THERMAL AIRPORT s g , TV, 3 ,,�._ or RIVERSDE CO�dTYCA A 1,(2' MIN. DIA. GALVANIZED , , STEEL ROD. 2'— d' LONG �3 -- PCC MARKING & STRIPING PLAN �- � - �._ ��ir�', ' f - Ii<lp.11�I� HOD G AIRPORT E S & SH U TT Date: AY 1994 �.Ilt;. €- >x • Consulting TI DOWN MARKING A TIE DOWN ANCHOR B �j. CI AIRPORT CONSULTANTS & ENGINEERS • Planning `iOb Fil• No.: • � 5010 Aviation Blvd.. Santa Rosa. C40ornie $5403 • Enginewing NO SCALE 8► - � �,��;;�� � '� �� C� NO SCALE $ '� ' Tm 0183 _ • o a Designed: Drown: Check: Approved: Scaly. Shoot GC/RDL DWS LOU I 1 1" = 60" 1 11 Of 13 908-t i 5' 2.S' 1 - 25' Y PCC/AC JOINT -SEEs (TYP) S 6' YIN. PCCj PROVIDE WEAKENED PLANE JOINT'S 8' x C #10 WIRE MESH 10'-0' O.C. MAX E 3' MIN. AGGREGATE BASE -SEE e (95% RELATIVE COMPACTION) CONCRETE VALLEY GUTTER A NO SCALE 9 FRAME SIDE BAR FRAME ANfLE PLAN C D SLOE B F SECTION NOTES: 1. C DIMENSION VARIES BY MANUFACTURER AND 3. REINFORCEMENT SHALL BE EQUAL MALL BE PAID FOR AS CONCRETE PIPE. TO THAT REQUIRED FOR CLASS III . CONCRETE SHALL TEST 3000 PSI R.C.P. OF CORRESPONDING DIAMETER 2PER STATE OF CAL DEPARTMENT ATC28 DAYS. OF TRANSPORTATION SPECFICATKINS. CONC. FLARED END aQ END VIEW MINIMUM DIMENSIONS PIPE A 1 8 C D I E F SLOPE 18' 9" 2 1/2 W '� z 2'-3" 3'-0' 40- aaQa as 30. 1'-0' 3 1/2. 4'-6' 5'-0' 72" • USE 18" FLARED END FOR 15- RCF S®0. TROWED CONTROL T PCC/AC JOINT c (TYPICAL OF 4 CORNER L -SEE BE /UFnNG HOLE a a • a; •—"�, 12'H-20 RATED GRATE . - - /2 . L FRAME AND GRATE a • N • • • D PIPE OPENINGS CAST w ADDi 110NAL TIG IN PER PUNS < a cy C JOINT AS REQ. ' H EXPANSION ON STRUCTURES a' %4 REBAR JOINT (TYP) OVER V DEEP -a ° • . CATCH BASIN -SEE + • •• • 4 TYPE A B C'.; •'a; �a B • -.7GG 9 1 24 36 • a ' .. • . N 36 36 i EXPANSION JOINT VALLEY GUTTER GROUT PIPE TRANSITION OUT FORM SLOPED BOTTOM IN PLACE F SECTION IN FIELD IF REQUIRED PLAN -SEE CATCH BASIN VALLEY GUTTER APRON AT CATCH BASIN NO sclml V No sc�E 9 NATIVE BACKFILL • 90% R.C. 3AC-Ss i i: i+ s+ e== ..................... vcvvvvvvvvvvv 1cvvvvvvvvvv A@0IOOWR.C. SIN c v v v v v v v v v v v vvvvvvvvvvv INITIAL BACKFILL COMPACTED - - - - - a 4,4 AT 95W R.C. 1 YIN. vvvvvvvv vvv? aa � aa aQ PIPE vvvv°aa vvv aaaaaa Qa vvvv vvv v, aaQa as v v v vvv as v v as 0-- vv vvvI v v vvv ca v 1/2 DIA. COMPACTED SAND AT 10GX R.C. DIA. +12' Z" 11 1193 050M INITIAL BACKFILL COMPACTED AT 95X R.C. PIPE 1/2 DIA. DIA. +12' �4 OMPACTED SAND AT 100K R.C. PAVED AREAS UNPAVED AREAS NOTE: CONTRACTOR MAY USE RECYCLED BLEND AS INITIAL BACKFILL SINGLE 18" RCP TRENC C NO SCAM mons Q A=FG SHOWN ON PLAN B=FG SHOWN ON PLAN VALLEY GUTTER TR AN SI T10N F NO SME 9 IN A — ----mow L GALVANI ZED FRAME & GRA A)j ANCHOR PIN 4" O.C.—� (2 PER GRATE) 0 lV T. PCC STEM WALL 3" x 2 1 /2" DBL ANGLE 1' x 1/4' SECTION B -B 3" x 3/8', TYP. N.T.S. EXIST. _\ GROUND VARIES 15't INV ON PUN ALVANIZED GRATE 6" I I 6:1 MAX HEADWALL icy , REINFORCED PER — - - .-= �e• _ 7-!;z ` CALTRANS-- � I 6' 24' PCC = �I F� �6'4'xl 0 GA WHIM COMPACTED NATIVE • 90% R.C. 1/2" x 10' STD. A.B. 6 T 1 3" x 3/8' BAR tj --8x x d" ANGLE jjta, PCC HEADWALL GRATE CONNECTION H w ScAlz 9 -1 6 1 1" x 1/2' DIA. ANCHOR PIN 3" x 3/8' BAR 3' x 2 1/2' DBL ANGLE BOLT DOWN W/ 4' DIAM PIPE STEEL BASE PUTS 6' 4' PCC —+a. 2-f4 BARS EACH DIRECTION GRATE SUPPORT I NO SCAM 9 7 -4- SHOTCRETE UNER -SEE fl A 7 18" S.D. OUTLET ma SUPPORT DETAIL, GALVANIZED FRAME AND GRATE %SEE SECTION 8-9 REBARS PER ALT)RANS D-89 W 0-- CONNECTION A DETAIL SEE a, www• � w��•.� r , � � �� �v • �� '--9"(TYP.) 4 a 6'x9' GRATES �x kq SECTION A -A N.T.S. 6 1' x 1/2" DIA. ANCHOR PIN �1 3'x3/8'BAR 3" x 2 1/2* DOL ANGLE CMON C—C N.T.S. 4' O.C. 3'x3/a' BAR 1'x1/4' BAR EXPANSION JOINT -SEE 5 6:1 A/AX 3' Ab 31� � I I 30 SO i Cf i S- WARMS 4' PCC W/IMMILA HEADWALL PER CALTRANS 0-89, COMPACTED NATIVE • 90K R.C. MODIFIED AS SHOWN TRIPLE 30" SD OUTLET NO SCALE ' � •' • ANCHOR 3 PER GRATE (TMP) RECORD DRAWING •4'SHOTCRETE W/GXBX10 ga WWM a WEAKENED PLANE JOINT 10' OC MAX. 908-2 1 DEBRIS RACK NOT SHOWN -SEE 10 FOOTING 4't 4' SHOTCRETE W/ 6'x6"x1O GA. WWW 4' SHOTCRETE W/ REINFORCEMENT PER 6"x6'x10 GA. WIMA QiVAMON CALTRANS D-89 25'_' NOTE: 6. HEADWALL SIMILAR TO CALTRANS D-89. MODIFY AS SHOWN INV. PER PLAN.. ` . I i 30" 4" SHOTCRETE W/ --- 6'xi'XIO GA. WMAIA �---- SEcinw 6": COMPACTED NATIVE 3' MIN Vmr2m 060m TRIPLE 30" INLET A NO SCALE 1 D NOTE: FOR TRIPLE 15' AT T/W D CROSSING -SEE e 11 TRIPLE RCP TRENCH B No scALE m -OV I f SAW CUT AC A8 ---- ---- - -- PCC UNDER PAVEMENT -------AS BEYOND PAVEMENT (CLASS ) ) -SAND • 100% RC NATIVE • 9OX RC 15' 1 1/2- R-1/2" 1' 6" DITCH FLOWLINE — — — _ FLOW R-1/20 IDI -1 `. EMBEDDING DETAIL COUNTY STANDARD A2-6 CURB ANO ,� N GUTTER SINLAR � 2 RE -BARS, STEEL PICKETS, OR �6" MIN. 2' X 2' STAKES 1 1/2' TO 2' IN GROUND NOTES: 1. CONCRETE SHALL BE CLASS 8 AND SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 2. EXPANSION JOINTS. 1/4 INCH MADE, SHALL BE INSTALLED AT EACH SIDE OF STRUCTURES, AT ENDS OF CURB RETURNS AND AT THE TOP OF DRIVEWAY TAPERS. 3. EXPANSION JOINTS SHALL BE INSTALLED AT 50 FOOT INTERVALS. WITH WEAKENED PLANE JOINTS EVERY 10 FEET. 4. IF EXTRUSION MACHINE IS USED EXPANSION JOINTS SHALL BE DEEP SCORED 1/3 THE THICKNESS. CURB & GU IER TYPICAL SECTION fR€MOVE & REINSTALL EXIST 4 HIGH CHAIN LINK FENCE AS NECESSARY TO PERFORM WORK i 2 20't CURB & GUTTER I _S i 10 _j L= -_ I NOTE: PROVIDE WEAKENED PLANE JOINT 10' O.C. MAX. -SEE e S 10 EXPANSION JOINT -SEE 5 EX PCC APRON — LL- 6" PCC W/ 6x6x10 GA. W.W.M. 6' AS • 100% R. C. 6' RECYCLED BLEND W 100% R.C. 6" RECYCLED BLEND • 95X R.C. 8" COMPACTED NATIVE • 9O'X R.C. PCC TRANSITION D No SCALE 10 7't cam' O ro 6" CURB DEPRESSION AT EXISTING PCC SWALE E No SCALE 10 ANGLE FIRST STAKE - TOWARD PREVIOUSLY LAID BALE 6' yyLIIFTING t PROM( O TYPRB�OCT�FI 1. O.D. I CUT TUBE F 4" HINGE (2 EA. MARE OR NYLON BOUND BALES PLACED ON THE CONTOUR SILT TRAP F NO SCALE 10 4't 4't 4't GRATE I GRATE GRATE SECTION ---i HEADWALL CTION j R.C.P. NOTES: 1. DEBRIS RACK IS TO BE CONSTRUCTED OF GALVANIZED STEEL OR HOT DIP GALVANIZED AFTER ASSEMBLY. ALL ROUND TUBING SHALL BE SCHEDULE 80. '4" X 1-1/4* I.D. TUBE HINCE 1" I.D. PIN I.D. SCH. 80 140 TUBE 7't O.C. f4" FLAT BAR 3 LENGTH I" I.D. SCH. 80 D TUBE 1 3" AMBER REFLECTIVE WRAP r BLUE REFLECTIVE WRAP _1 3" AMBER REFLECTIVE WRAP 30" TAXIWAY MARKER SAFE HIT %SH330GP3DAW6 OR EQUAL 18' ANCHOR WRAP NOTE: ANCHORS TO BE DRIVEN WITH PNEUMATIC HAMMER OR MANUALLY ACCORDING TO MANUFACTURERS RECOMMENDATION. IN PAVED AREAS USE APPROVED PA%G*NT FASTENERS. TAXIWAY REFLECTOR. No §M Gw" PAINT STRIPING } YELLOW $' SEVEN SPACES AT 6' - 3'-6" �37 _T (TYP) ' 3' (T)p) TAXIWAY HOLD POSITION MARKING 6 - 1/2- THREADED INSERTS PROVIDE VERTICAL TUBES 7't O.C. • EACH SIDE TTS RECORD DRAWING INV. PER PLANS 2'X1 /4" FLAT BAR 6' t ABOVE SHOTCRETE BID ADDENDUM *1 His 1 6/95 4" SHOTCRETE SYM REVISION BY APRV'D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY. CALIFORNIA y DEBRIS RACK G `" ��A• °� No. 29M DETAILS NO SCALE mIlEva10 Exp_ W31M 'w �T�► CiV`� � G U TT • Consulting AIRPORT Date: H 95 ►U OD ES & SH Y 19 OF c,Job ale 995 AIRPORT CONSULTANTS & ENGINEERS • Planning 5010 Aviation Blvd., Santa Rosa, CdMornia 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet • AS NOTED 1Q Of 12 908-0.11 V o• TAXIWAY HOLD POSITION MARKING 6 - 1/2- THREADED INSERTS PROVIDE VERTICAL TUBES 7't O.C. • EACH SIDE TTS RECORD DRAWING INV. PER PLANS 2'X1 /4" FLAT BAR 6' t ABOVE SHOTCRETE BID ADDENDUM *1 His 1 6/95 4" SHOTCRETE SYM REVISION BY APRV'D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY. CALIFORNIA y DEBRIS RACK G `" ��A• °� No. 29M DETAILS NO SCALE mIlEva10 Exp_ W31M 'w �T�► CiV`� � G U TT • Consulting AIRPORT Date: H 95 ►U OD ES & SH Y 19 OF c,Job ale 995 AIRPORT CONSULTANTS & ENGINEERS • Planning 5010 Aviation Blvd., Santa Rosa, CdMornia 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet • AS NOTED 1Q Of 12 908-0.11 C - I INSTALL DEBRIS RA (NOT SHOWN) -SEE1 p /t NOTE 6 FLARED END -SEED (TYP) `— 4" TYPE I AC FINISH SUBGRADE PRIME COAT 6' AGG. BASE • 10OX R.C. 6" RECYCLE BLEND • 10OX R.C. SEE NOTE 1 `. 17' COMPACTED NATIVE • 100% R.C. SEE NOTE 3 • . FILTER FABRIC L 18' CRUSHED DRAIN ROCK MATH FABRIC WRAP UNDISTURBED NATIVE GEOGRID SEE NOTE 2 TYPICAL TAXIWAY D SECTION A NO SCALE i N 1_27, 168, /0 AWIM M" I =00 10+00 m—w %"'/ EXIST. RUNWAY 71HRESHOLD LIGHTS TO REMAIN (TYP. BOTH SIDES) 11+00 12+00 DETENTION BASIN SEE SHEET 13 165' VC 6:1 MAX S INSTALL HOLD POSITION MARKINGS P_ PM STA - 13+50 a Wi C14 PM ELEV - 364.50 40 i I a i � L0 ® Wo Ir-� r-_1 r-� r- I II II II l � W I T I II II II I I II II II I 13+00 14+00 4" SHOT CRETE OVERFLOW \ -SEE D (SIMILAR) is is H mm PCC/AC JOINT (TYP. BOTH SIDES) -SEE e 5 4' ASPHALT CONCRETE PCC BACKFILL CALTRANS CLASS A 0' 4" SHOT CRETE EXIST GROUND 20' s 3X `_ AS 4' SHOTCRETE (TYP. BOTH SIDES) 5' RCP -SEE (SIMILAR) 4' SHOTCRETE ` ', 14: 11NFn DITCH -SEE 92' LINED DITCH 7 TAXIWAY D S.D. OVERFLOW 6 140 SCALE 11 SHEET 13 FOR DITCH GRADING FINISH GRADE VEXIST IDE 15+00 16+00 REMOVE & RE -INSTALL HOLD POSITION SIGN (TYP OF 2 SEE NOTE 4 TO DAYLI% S-0.0001 CUT-OFF WALL (TYP. BOTH SIDES) 17+00 18+00 19+00 ( ) #5 BARS • 12" O.C. " I BOTH WAYS N ■ f ..A ......... - , _ - _ i MITI.' C ' (TVP) r -4' ASPHALT CONCRETE (TYP) PCC BACKFILL. CALTRANS CLASS A RIME COAT ( ) SAND COMPACTED TO 100% R.C. 6' AGG BASE • 10OX R.C. (TYP) 15' RCP (TYP OF 3) 6" RECYCLE GLEN r 10OX R.C. (TYP) 17" COMPACTED NA VE • 10OX R.C. (TYP) 18' DRAIN ROCK WR FED IN FILTER FABRIC IPLE 15'0 RCP TRENCH THRU TAXIWAY NO SCALA Vi l EXIST AC 0.10' EAST AN _ MIN. A_ — GRIND EXIST AC. APPLY 4" AC TACK COAT TO HORIZ. 6" AGG. BASE AND VERT. FACE 6' RECYCLE BLEND G' COMPACTED NATIVE TYPICAL COLD MILL TRANSITION�D1 NO SCALE NOTES: 1. THE UPPER 7" OF THE EXISTING TAXIWAY SURFACE (AC/AB//NATIVE) SHALL BE PULVERIZED & BLENDED TO FORM A HOMOGENOUS MIXTURE. STOCKPILE THE RECYCLED BLEND FOR LATER USE. THE REMAPMG IN— PLACE MATERIAL SHALL BE EXCAVATED TO A DEPTH OF 41' BELOW FINISH SUBGRADE. 2. PLACE GEOGRID (TENSAR BX1100) ON EXPOSED SUBGRADE. THEN PLACE 16' OF 1 1/2" CRUSHED DRAIN ROCK WRAPPED IN FILTER FAORIC (MIRAFI 140N). 3. PLACE 17' OF NATIVE MATERIAL. IN 6' LIFTS, COMPACTED TO 10039 R.C. THEN PLACE 6' OF RECYCLED BLEND AT 10039 R.C. 4. ALL EXISTING RUNWAY LIGHTS, SIGNS, AND CIRCUITS ARE TO BE MAINTAINED AND PROTECTED THROUGHOUT CONSTRUCITON. REMOVE AND REPLACE SIGNS AND LIGHTS AS NECESSARY TO PERFORM THE WORK. PROVIDE TEMPORARY UGH7ING AS NEEDED TO ENSURE LIGHTING SYSTEMS ARE OPERATIONAL EACH NIGHT. THE COST OF THIS WORK SHALL RE INCLUDED IN THE LUMP SUM PRICE FOR TAXIWAY D ELECTRICAL 5. THE EXISTING SUB—SURFACE DRAIN SHALL BE MAINTAINED. THE CONTRACTOR SHALL REMOVE AND INSTALL IT AS NECESSARY TO COMPLETE THE WORK. 6. CONTRACTOR SHALL PROVIDE AND INSTALL A DEBRIS RACK OVER THE INLET THE TR�LE 15' RCP'S. THE DEBRIS RACK SHALL RE SIMILAR TO MODIFIED TO FIT THE FLARED END SECTION. THE CONTRACTOR SHA OMIT WORKING DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVALy @ 0 PAVEMENT REMOVAL RECORD DRAwNG RECORD DRAWING FIEV606I V SYM REVISION BY I APRV D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA TAXIWAY D CONSTRUCTION PLAN AIRPORT Date: HOD GES & SH U TT • Consulting MAY 1995 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 5010 Aviation Blvd, Santa Rosa. Cdifomia 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet RDL BE I LBM 1 1" = 50' 11 Of 13 71swm*5 050M 90 64pi I INSTALL HOLD POSITION MARKINGS -SEE (TYP OF 2) 10 i I a s I ( L0 Ir-� r-_1 r-� r- I II II II l r--1 r--- II II II II 11 � I T I II II II I I II II II I i II I II II II II If \i I II 11 II � I II I II I II II II II I'I II II I II II II I II II II j II i II I II I I II II II I ( I I II II it I II I II EXIST. TO REMAIN I II II II 'T II II II I II I II li II I I II I II I II ♦ �` I II II II I I I II �M� I II II 11 I I II Ii it I 1 II I II ii N 77 I I ii E 17553i8l I I COLD MILL r.' AC TRANSITION 1-7f 0 fl� 0 _ EXIST. RUNWAY THRESHOLD 02 ��I „' �;' LIGHTS TO REMAIN 250' EXIST. SUB -SURFACE DRAIN TO REMAIN ' SEE NOTE 5 SHEET 13 RU A AREA ADIMG I114AFETY 17+00 18+00 19+00 ( ) #5 BARS • 12" O.C. " I BOTH WAYS N ■ f ..A ......... - , _ - _ i MITI.' C ' (TVP) r -4' ASPHALT CONCRETE (TYP) PCC BACKFILL. CALTRANS CLASS A RIME COAT ( ) SAND COMPACTED TO 100% R.C. 6' AGG BASE • 10OX R.C. (TYP) 15' RCP (TYP OF 3) 6" RECYCLE GLEN r 10OX R.C. (TYP) 17" COMPACTED NA VE • 10OX R.C. (TYP) 18' DRAIN ROCK WR FED IN FILTER FABRIC IPLE 15'0 RCP TRENCH THRU TAXIWAY NO SCALA Vi l EXIST AC 0.10' EAST AN _ MIN. A_ — GRIND EXIST AC. APPLY 4" AC TACK COAT TO HORIZ. 6" AGG. BASE AND VERT. FACE 6' RECYCLE BLEND G' COMPACTED NATIVE TYPICAL COLD MILL TRANSITION�D1 NO SCALE NOTES: 1. THE UPPER 7" OF THE EXISTING TAXIWAY SURFACE (AC/AB//NATIVE) SHALL BE PULVERIZED & BLENDED TO FORM A HOMOGENOUS MIXTURE. STOCKPILE THE RECYCLED BLEND FOR LATER USE. THE REMAPMG IN— PLACE MATERIAL SHALL BE EXCAVATED TO A DEPTH OF 41' BELOW FINISH SUBGRADE. 2. PLACE GEOGRID (TENSAR BX1100) ON EXPOSED SUBGRADE. THEN PLACE 16' OF 1 1/2" CRUSHED DRAIN ROCK WRAPPED IN FILTER FAORIC (MIRAFI 140N). 3. PLACE 17' OF NATIVE MATERIAL. IN 6' LIFTS, COMPACTED TO 10039 R.C. THEN PLACE 6' OF RECYCLED BLEND AT 10039 R.C. 4. ALL EXISTING RUNWAY LIGHTS, SIGNS, AND CIRCUITS ARE TO BE MAINTAINED AND PROTECTED THROUGHOUT CONSTRUCITON. REMOVE AND REPLACE SIGNS AND LIGHTS AS NECESSARY TO PERFORM THE WORK. PROVIDE TEMPORARY UGH7ING AS NEEDED TO ENSURE LIGHTING SYSTEMS ARE OPERATIONAL EACH NIGHT. THE COST OF THIS WORK SHALL RE INCLUDED IN THE LUMP SUM PRICE FOR TAXIWAY D ELECTRICAL 5. THE EXISTING SUB—SURFACE DRAIN SHALL BE MAINTAINED. THE CONTRACTOR SHALL REMOVE AND INSTALL IT AS NECESSARY TO COMPLETE THE WORK. 6. CONTRACTOR SHALL PROVIDE AND INSTALL A DEBRIS RACK OVER THE INLET THE TR�LE 15' RCP'S. THE DEBRIS RACK SHALL RE SIMILAR TO MODIFIED TO FIT THE FLARED END SECTION. THE CONTRACTOR SHA OMIT WORKING DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVALy @ 0 PAVEMENT REMOVAL RECORD DRAwNG RECORD DRAWING FIEV606I V SYM REVISION BY I APRV D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA TAXIWAY D CONSTRUCTION PLAN AIRPORT Date: HOD GES & SH U TT • Consulting MAY 1995 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 5010 Aviation Blvd, Santa Rosa. Cdifomia 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet RDL BE I LBM 1 1" = 50' 11 Of 13 71swm*5 050M 90 64pi I PLAN NOTES: Q EXISTING METER AND SOCKET TO REMAIN. REMOVE EXISTING DISCON- NECT SWITCH, CONDUIT AND CONDUCTORS TO METER SOCKET. INSTALL NEW ZD ,A, IWT 100► 120%4Ov-1i-11.1 wEA7R lioAi PANEL BOARD(PANEL A NTN RELAY CLOCK COMPARTMENT. IOOA/2P MAIN CIR- CUIT WEAKER. (9) 20A 1P AND (1) 4OA/2P DISTRIBUTION CIRCUIT BREAK- ERS MIN" 22000 A/C. INSTALL NEW 1-1/4 INCH C-3 02 TO EXISTING METER SOCKET. EXTEND EXISTING PUMP CIRCUITS TO NEW 4OA/2P CIR- CUIT BREAKER AS REQUIRED. Q INSTALL NEW 18 CIRCUIT 100A 277/48011-3h41.1 WEATHERPROOF PANEL - BOARD (PANEL 'B') WITH RELAY/TIME CLACK COMPARTMENT. (9) 20A/1P DISTRIBUTION CIRCUIT BREAKERS, MINIMUM 22000 A/C ADJACENT TO EXISTING SERVICE EQUIPMENT. EXTEND 1-1/4 INCH C-4 02 TO EXISTING SERVICE. QD EXISTING 40OA-277/48OV-3I-41.1 SERA INSTALL NEW 100A/3P DiS- TRIBUTION CIRCUIT BREAKER FOR PANEL 'B' CONNECT AS REQUIRED. 0 LIGHTING POLE NTH (4) FLOOD UGHTS AND 'X' (4 • 90') MOUNTING BRACKET. FIXTURES SHALL BE PROVIDED WITH 277V BALLAST. Q LIGHTING POLE WITH (4) FLOOD LIGHTS AND 'X' (4 • 901 MOUNTING BRACKET FIXTURES SHALL BE PROVIDED WITH 120V BALLAST. © LIGHTING POLE MATH (3) FLOOD LIGHTS AND 'X' (4 • 90') MOUNTING BRACKET. FIXTURES SHALL BE PROVIDED WITH 120V BALLAST. EXACT LOCATION OF THE FLOOD LIGHT POLES TO BE DETERMINED BY THE ENGINEER IN THE FIELD. I I DESERT AIRMOTIVE HANGAR I EXIST PULLBOX TO REMAIN. - I� II � II i• -so• � II I PARKING LOT II POKIER POLES I Ir7LEPHONE CABLE TO REMAIN I) REMAIN_ HANGAR II z d i -- T r- IIPP I// I 1-1/2'C- 12' #6 1c� 1 061GROU IF I ' I I I EMPTY 4' AA—FSS PVC DUCT I) J I BLDG. I TO REMAIN. —HANG T—HANGAR ( 2 - 5 /10 it< 1 #10 GROUND�� 11-1/4"C- 6 /6 a 1 /6 GROUND -SEE D 12 PULLBOX SCHEDULE TYPE D1 D2 L1 L2 T1 T2 W1 W2 A 12" 12" 30" 33" 1.5" 17" 20" B 12' - 22' - - - 12' - *AS REQUIRED TO MEET H-20 LOADING TRAFFIC PLATE RATED FOR •OIC LOADING WITH SCREW DOWN FASTENERS PULL BOX EXTENSION (AS NEEDED) BASE 6" DRAIN ROCK (1" MAX) 1 3 �— Al I I 3/4'C- 6 /10 ik 1 #10GROUN NSTALt, P/B TYPE B 8 INTERCEPT V ply 50 250't Ss CJICW 7 f EXIST SEWER UFT PUMP FSS APRON RECONSTRUCT i SEE ST TnHEET 4 RELOCATED SEE S 4 Ta I I E PROVIDE STEEL TRAFFIC COVER MATH HOLD DOWN BOLTS O PROVIDE EXTENDERS LENGTH ° CONDUIT DEPTH o 00 AS NEEDED FOR ° °o o° 0 0 oo° o CONCRETE BASE _ o o ° WITH DRAIN HOLES � a 6- DRAIN ROCK BED (1MAX) TYRE A P18 1 AiAY 1)VE 9 PLI 1 ny NOTES: lO PULLBOXES SHALL BE RATED FOR H-20 WHEEL LOADS N ALL WED AREAS PULLBOX DIMENSIONS SHOWN ARE TO BE CONSIDERED AS MMAUMS. VROVIDE BOXES SIZED AS REQUIRED BY N.E.C. J IMIE02N 050,05 PULLBOX A NO SCALE (2, 3, OR 4 FIXTURES AS STERNER, MODEL NO. 871 LOUVERS. 1000 WATT HF ROUND, TAPERED, GALVA 90 POLE W/ ' "X' B PV APRON LIGHT FOO 'X" MOI. MMC ORACK T '"'�,*;��•;�'t':s . Tin. SAND (PCC,* DITCH CROSSING) 2'-6' MIN. *NOTE: 8'-a- MIAL OR AS REQ'D BY STRUCTURAL DESIGN, SEE DIV. V. SECT. 15-2.3 FLOODLIGHT rB NO SCALE 2 Q LAQUINTA HANGAR 4 1-C- 12 #10 1 010 GROUND RUN ON ROOF .J 5 CIRCUIT NUMBER.TYP. / - E 3/4'C- 6 #10 i1< 1 #10 GROUND SEE 12 230'* a TYPE B PULLBOX -SEE rA 12 LAQUINTA APRON RECONSTRUCTION _.J CONCRETE APRON GALVANIZED POLE #8 BARE COPPER p COUNTERPOISE MARE GROUND LUG GROUND BUSHING GALVANIZED FLASH COLLAR 1"R. r BASE PLATE TO MATCH POLE 3' LEVELING NUT i (I TF] FILL AREA UNDER 1 •-9' I I I PLATE MATH GROUT FINISHED GRADE SMOOTH TROWEL FINISH ALL ' - I (I I I I EXPOSED SURFACES 11 ,a- III II Z 2 m so ADAPTER -� CONDUIT 2' PVC 6-/5 REBAR EQUALLY SPACED (MIN) (I - 4-1"x4O' ANCHOR BOLTS �I L,., (MIN) 3-#4 REBAR. HORZ. I TIES SPACED AT 12' ox. (MIN) �2- 3' MIN. 3' CLR 2'-6' DIA. MIN. FLOODLIGHT FOUNDATION C NO SCALE 1 AC DEPTH TO MATCH EXSIT. OR 4" TO CONFORM IMTH NFW CONSTRUCTION SAW CUT (TYP) - .6" .... .... V V v V V V V v V V V V v - - - V V V v V V V v v V V v vvvvvvvvvvvvv AS 18' vvvvvvvvvvvv MIN vvvvvvvvvvvvvvvvv vvvvv(100I R. C.) 18' vvvvvvvvvvvvv MIDI Zl j2 SA T. 3" SLURR,Yj/�i min. PVC PVC DUCT -T DUCT �/�(✓� i% .•�/ min. 3 3" min. min. 1-1 /2" min. PAVED AREAS NOTES: 1r �rI I —I --I I I — NATIVE BACKFILL • 95x R.C. (PCC • = I rr DITCH CROSSING) '"'�,*;��•;�'t':s . Tin. SAND (PCC,* DITCH CROSSING) 3. min. min. min. 1-1/2" min. UNPAVED A 1. SIMILAR FOR SINGLE OR TRIPLE DUCTS. FOUR WAY DUCTS OR LARGER SHALL BE STACKED 2 BY 2 OR 3 X 3. 2. DUCT UNDER NEW PAVEMENT SHALL BE INSTALLED BEFORE THE PAVEMEN® IS PLACED. PVC DUCT TRENCHINGt*b� NO SCAT PHOTOCELL (TORK /2101, PANEL 'A', TORK j#24C4. PANEL 'B') MOUNTED ON PANEL AIM NORTH. TO LIGHTING FIXTURES I � � L J N 1 3 N 6 8 TO PANEL CIRCUITS 71ME SWITCH (TORK #720OL. IS PANEL 'A'. TORK �7202E PANEL 'B') MOUN7ED IN TOP OF PANEL TO LIGHTING FIXTURES I C L_ J 9 N N 3 7 N 2 4 TO PANEL CIRCUITS 4P RELAY MATH 2 WIRE CONTROL MODULE MOUNTED IN TOP OF PANEL (ASCO #917420S1X MATH OPTION 470. PANEL 'B7 8 POLE RELAY WITH 2 WARE CONTROLE MODULE MOUNTED IN TOP OF PANEL (ASCO #91762031X WITH OPTION 47D PANEL 'A'. ASCO P1782071X WITH OPTION 47G. PANEL 'B') LIGHTING CONTROL DIAGRAM /OOE1 NO SCj" ' '•i 1-01" RECORD DRAWING SYM REVISION BY APRV'D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY, CALIFORNIA APRON LIGHTING PLAN AIRPORT Date: HODGES & SHUTT •Consulting MAY 1995 AIRPORT CONSULTANTS & ENGINEERS • Planning Job File No.: 0i1r. 5010 Aviation Blvd., Santa Rom CaNfornia 95403 • Engineering TRM 0193 Designed: Drawn: Check: Approved: Scale: Sheet GDC RDL BE LBM AS SHOWN Of GRAMG I I I STA, 52+00 RW 25'100' I + I �, I STA, 51±00 RW �� 369 'ase I I ( ( ! I STA, 513+00 Rw :'� I } I I I STA.Se+oo Rw 1 GRADE SAFETY AREA DRAIN SWALE (GRADING LIMITS) Q71n5 ( M TCHLINE rE ABOVE I I STA. "+TIO RW I I I I I 365 ; -_ 1 ZB _1I GRA-QETENTION BASIN � I - - - MATCHLINqSEk BELOW L FT RW w ZION BASIN t lb iU,) STA, 661+00 RW DETENTION BA, N r : + TYP. • TOP OF BANK �, = r 3s§ : I DAYLIGHT UNE TO "� TILE. I _J STA. 70+00 RW r U • ,'? '� EX. WIND CONE r NIR SSHEOTE 4. 11 c r. o ................. r.6 I STA, 71+00 RW OT �,�{Q ' GRADE AREA W 362• _ r +l TO DRAIN R �E� 1S' L.F. 4' X 12' SWOTCRET'E t y r SEE NOTE 2 = u I I MMENBASIN --DITCH LINER :.: . , � �.... � .............. .. -�--- — _ _ _ 'TWD _ _ --r.,•,•- .,��-,•,r SEE SHEET 10 FOR T/W 'D'5At IZa+I CONSTRUCTIOlt & STORM DRAIN B + 4 I f F AREA' INLET/OUTLET DETAILS + GRADE AREA !! J .� TO DRAIN �1r • ( SEE NOTE 1 ! 365 ^ EX DRAIN TILE I s� 5 TO REMAIN I I ( - Y. So Z F�4=-X I 1� SHOTCRETE � 1 DITCH LINER. PROM` -Y j:_D-EEP — i 364 I q,� �6 -SEET :t� + + 4 i 0 DR DRAIN SWALE + + + + + ITA. 75+50 RW S-0.0011 C I -SEE 13 Q I tiOI 6� Ld , I •�mak. + + ++ ,� t�k hTA.76+5o RW I.F-._ I t, o,� Lw ! 7 Al SWALE GRADE R/W 35 +k �ry1 � � ��'� SAFETY AREA tiIN � I 3• + t + + kA. 78+5Q RW U� Uli� r +,�'`' .�► , + + hTA.80+50 RW 1' = 100, 200' 200' S0• I • I 4:1 + � * + + + if + - I 3,63 "j' , oTA. A2+75 RW JOIN' TNG ,; Al: l , M SLOPE „a SWAM I I DRAIN TILE I I I 4,y T'0 REMAIN I I I I I ISTA.84+00 RW I I I I I I I \ I I I I I I � I I I I •. I I I I STA.0+00 RW I ! I I I I I I I ( I I I I i I I i I I I I I I I tib I I I I I 4p' 25' 100' 150' W X W 75' EX GROUND N VARIES —1— FINISH GRADE TYPICAL SWALE GRADING A NO SCALE "• non* 1 Z SEE SHEET 10 FOR T/W 'D' GRADING & TYPICAL SECTION 0 J < (n n J U VARIES FlNIsm GRADE ~_ TYPICAL DETENTION BASIN GRADING NO SCALE V 4.1 25' 25'250' 250. W 300' 200' X VRtES FINISHED GRADE EXISTING GROUND TYPICAL R/W 35 SAFETY AREA GRADING C NO SCALE 1 Z MXNAEL A. MUTT No. 2969 * ftp. 341m �. civr� 'SOF GRADING NOTES: 1. GRADE 150' OF R/W 35 SAFETY AREA ADJACENT TO THE BLAST PAD TO THE GRADES SHOWN. STRAIGHT GRADE FROM THE R/W SAFETY AREA TO THE TOP OF DITCH GRADE AS SHOWN. GRADES SHALL NOT EXCEED 319 VATHIN THE R/W SAFETY AREA. SLOPES TO JOIN EXISTING GROUND OUTSIDE THE SAFETY AREA SHALL NOT EXCEED 6:1. ALL SURFACES MALL BE GRADED TO PROVIDE POSITIVE SURFACE DRAINAGE. 2. ORAD€ THE R/W 35 SAFETY AREA FROM 00STING 1F40 LM TO THE SWALE GRADES SHOWN. STRAIGHT GRADE FROM THE T/W FILLET OR T/W SAFETY AREA TO THE SWALE FLOW LINE. GRADES SHALL NOT EXCEED 3% NOR BE LESS THAN 1.5X WITHIN THE RUNWAY SAFETY AREA. RECORD DRAWING 13p- 1. 285.x' DETENTION BASIN CONSTRUCTION & R/W "35" SAFETY AREA GRADING HOD GES & SH U TT AIRPORT CONSULTANTS &ENGINEERS 5010 Aviation Blvd., Santa Rosa. Cdiftmia 85403 I r Da Date: MAY 1995 Job File TRM 01 SK 3 Designed: GC RDL Drawn: GC )C W � Scale. 1" = 100' 1 Sheet 13 Of � EX GROUND VARIES FlNIsm GRADE ~_ TYPICAL DETENTION BASIN GRADING NO SCALE V 4.1 25' 25'250' 250. W 300' 200' X VRtES FINISHED GRADE EXISTING GROUND TYPICAL R/W 35 SAFETY AREA GRADING C NO SCALE 1 Z MXNAEL A. MUTT No. 2969 * ftp. 341m �. civr� 'SOF GRADING NOTES: 1. GRADE 150' OF R/W 35 SAFETY AREA ADJACENT TO THE BLAST PAD TO THE GRADES SHOWN. STRAIGHT GRADE FROM THE R/W SAFETY AREA TO THE TOP OF DITCH GRADE AS SHOWN. GRADES SHALL NOT EXCEED 319 VATHIN THE R/W SAFETY AREA. SLOPES TO JOIN EXISTING GROUND OUTSIDE THE SAFETY AREA SHALL NOT EXCEED 6:1. ALL SURFACES MALL BE GRADED TO PROVIDE POSITIVE SURFACE DRAINAGE. 2. ORAD€ THE R/W 35 SAFETY AREA FROM 00STING 1F40 LM TO THE SWALE GRADES SHOWN. STRAIGHT GRADE FROM THE T/W FILLET OR T/W SAFETY AREA TO THE SWALE FLOW LINE. GRADES SHALL NOT EXCEED 3% NOR BE LESS THAN 1.5X WITHIN THE RUNWAY SAFETY AREA. RECORD DRAWING 908"zz REVISED DETEN11ON BASIN GEOM YNG 7 STM REVISION BY APRV'D MARKS DATE THERMAL AIRPORT RIVERSIDE COUNTY CALIFORNIA DETENTION BASIN CONSTRUCTION & R/W "35" SAFETY AREA GRADING HOD GES & SH U TT AIRPORT CONSULTANTS &ENGINEERS 5010 Aviation Blvd., Santa Rosa. Cdiftmia 85403 AIRPORT • Consulting • Planning • Engineering Da Date: MAY 1995 Job File TRM 01 SK 3 Designed: GC RDL Drawn: GC Check: LBM Approved: II Scale. 1" = 100' 1 Sheet 13 Of 908"zz