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912qq_sd1 A.I.P. PROJECT NO, 3��O6��0338��13 14 C,,A,,A,P,, RIV. 29��96��l 215 � it 10 RIVERSIDE �' 91 215 o• APPROVAL•. RIVERSIDE COUNTY E.D.A. EXECUTIVE DIRECTOR 15 o� G� MURRIETA HOT / • 1��8�� PRINGS APPROVAL: RIVERSIDE COUNTY PLANNING/ENVIRONMENTAL 79 MURRIETA o FRENCH VALLEY AORPORT TEMECULAO RIVERSIDE COUNTY E.D.A., AVIATION DIVISION AGENCY DIRECTOR: BRADLEY HUDSON 15 • AVIATION DIRECTOR. KEITH DOWNS NO SCALE SEE SHEET INDEX ON SHEET 3 BOARD OF SUPERVISORS RIVERSIDE COUNTY AVIATION COMMISSION COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT EAST SIDE STORM DRAIN & GRADING BOB BUSTER CHAIR PAUL GILL, CHAIR Z & H Engineering, Inc. ED ADKISONrnn717 WEST DUNLAARIZONA AVENUE PHOENIX, ARIZONA 85021 JOHN TAVAGLIONE PHONE (602) 997--7536 ALLEN GRAF VENABLE �L JIM ��• �� COVER SHEET `` ` 3 ROY WILSON POLO DORIA SAN DIEGO FILE: L:\RIVERSID\96074\FROl.DWG NAME DATE TOM MULLEN VICINITY MAP DESIGN BY: MHR 04-96.�- DRAWN BY: KJH 04-96 CHECKED BY: MHR 09-97 C' SHEET 1 OF 33 PROJECT NO.: 96074 SCALE: NONE N I 0 I 0 1 0 AIRPORT DATA T 11 EXISTING ULTIMATE RUNWAY 18-36 PHYSICAL LENGTH (WIDTH) AIRPORT ELEVATION (M.S.L.) 1350' 1350' AIRPORT REFERENCE POINT LAT. 33934'34" NORTH 33034'34" NORTH LONG. 117007'38" WEST 117°07'38" WEST AIRPORT AND TERMINAL NAVAIDS NON—PRECISION NON—DIRECTIONAL BEACON CLASSIFICATION GENERAL UTILITY (DG II) GENERAL UTILITY (DG II) TAXIWAY MARKINGS CENTERLINE / SIGNS CENTERLINE / SIGNS CRITICAL AIRCRAFT KING AIR 200 KING AIR 200 ANNUAL RUNWAY CAPACITY (Ops) 140,000 140,000 HOURLY RUNWAY CAPACITY (Ops) 102 102 TOTAL AREA (FEE TITLE) 500' OUTER (EASEMENT) 800' LENGTH MEAN MAX. TEMP. OF HOTTEST MONTH 90° F 90' F T 11 rA COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT EAST SIDE STORM DRAIN & GRADING Z & H Engineering,Inc. ,tc f ^- 717 WEST DUNLAP AVENUE lrEff PHOENIX, ARIZONA 85021 PHONE (602) 997-7536 AIRPORT LAYOUT PLAN' FILE: L: \RIVERSID\96074\FR02.DWG NAME DATE DESIGN BY: MHR 04-96 lf\4.1 DRAWN BY: KJH 04-96 _ CHECKED BY: MHR 09-97 SHEET 2 OF 33 PROJECT NO.: 96074 SCALE: 1"= 300' 0 re zy 1 2 "14 EXISTING ULTIMATE RUNWAY 18-36 PHYSICAL LENGTH (WIDTH) 4600' (75') 4600' (751) EFFECTIVE GRADIENT 0.16326% 0.16326% PAVEMENT STRENGTH 30,000 LB. Gross 301000 LB. Gross MARKING VISUAL NON—PRECISION LIGHTING MIRL / REIL / PAPI MIRL / REIL / PAPI INSTRUMENT RUNWAY VISUAL NON—PRECISION APPROACH SURFACE: FAR 77 20:1 / 20:1 20:1 / 20:1 ACTUAL CLEAR 20:1 / 10:1 20:1 / 10:1 NAVIGATIONAL AIDS NON—DIRECTIONAL BEACON CLEAR ZONE INNER 500' 500' OUTER 800' 800' LENGTH 1000' 1000' rA COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT EAST SIDE STORM DRAIN & GRADING Z & H Engineering,Inc. ,tc f ^- 717 WEST DUNLAP AVENUE lrEff PHOENIX, ARIZONA 85021 PHONE (602) 997-7536 AIRPORT LAYOUT PLAN' FILE: L: \RIVERSID\96074\FR02.DWG NAME DATE DESIGN BY: MHR 04-96 lf\4.1 DRAWN BY: KJH 04-96 _ CHECKED BY: MHR 09-97 SHEET 2 OF 33 PROJECT NO.: 96074 SCALE: 1"= 300' 0 re zy 1 2 "14 rn Section Corner t N 51609.4000 Fnd. Granite Stone N N 48,965.1216 West 1/4 Corner Sect. 7 E 1,730,202.6000 N 46,320.8505 o E 1,730,229.9679 Fnd. 2 Iron Pipe E 1,730,257.3357 in N 00'35'35' W 2644.42' 1 1 CO 13 12 N 00'35'35" W 2644.41' 7 1 6 N 46,3202= �� ` E 1,730,2782657 N WINCH- r 124„, , ES _ __ o�' E ER ROA=�� 26516,81 , + o °' S � E _ ___ _� a N 48,916.7886 M I TAT R __ _ _— _l— — E 1,7730,8422814 CVT �9 —_CID _ Rf N II 21 98, \ __ _ N 48,421.8514 8 S „ _ �. z 4 – - -- — _ E 1,730,765.2039 £ — _1289,1,I rn N 50,176.3985 __ E 1,731,116.5817 Cc� 548.56' II N S 02'11'29” W — N 469318.8974 _ -- E 19731,256.9984 N 48,840.2752 3 , =3- I E 1,730,958.6684 �ao I �� N 499046.2151 N 49,594.3764 "�, E 1,730,999.5644 E 1,731,020.5401 � 00 0 (o too 00 I" N N r" � z N 48,968.2861 _ \ �\ �, N 2. 7'07" E N 48,868.2864 E 1 ,731,392. i 456 V E 1 ,731,392.4159 0 -� 260 .31, i3,1 _ N N 48,9!95294 N 45,468.0206 N 46,318.0190 i �_ _ ' — �-`� E 1,731,874.5150 n _ _ N 48,869.4300 E 1,731,704.9322 E 11731,706.5930 Z i Cvt o _ E 1,7319812.4180 f I 1 4898 N 00'06'43" E 850_00' E 4 736 834 2076 / I p o00 ' 1 I/ I o00o coon �- w ¢oco o¢ _ L_ I !000000¢0 00001300 a _' ��4p N co b¢b¢ 12* _�7 ' aob oo�q \\ 17 , I M + on0000bo¢a ob \ 0 71 \ N ♦♦ • o00000000¢¢ao Do O ,�{ ''♦♦'♦' ♦ � :♦ 000000 > 0000 PO \\ // ./ is 2412.68 00 IN 4�f w ♦ . + +♦III 'I:,+. ' '' F-� ' :J4� .. Y;a ,, . . %++ _ N io o r i m ASE ♦'♦'♦'♦ .'♦': III ♦'Ti.,.:•♦• a.��4, ..{,JI ' ♦) ♦(. +7 ♦'h ISM ♦ ♦ ± . ♦♦'+ 1� •� ♦ .• ♦ . . . . ♦ ♦ +1IN . +♦ h. ice♦ ♦ ++4+ ♦ ♦+fti . . .' , + ♦ a a'�♦ . .l, `T� �� 0 5 \ E; 70 ASEi +'. '�. �y•. a♦� �: : '`' ::''...a.'... \ E 1,326 8221 •♦•• ♦ ♦ •+ ♦ ♦ a a ♦ a e •♦ , ♦ 1 ..•^ •ASO . . +' « . ♦ a' ♦ j)+ a . , + + . :+ ♦' • ,s7-. .�... ♦ ♦ ♦ • , 7320347, Ll _w`. T +f ♦!+♦ •, ♦ ♦ ♦+F�♦ ♦ :.,♦�+h a ♦+, ,•a • ♦+• ! H-If.•�: ♦ ♦ ♦ •♦ ♦ f +'.'+ +'+'+ +'♦ . + ...'wT�?♦ « . 0 Lt S765 IN III III + IN IN I I• + R — 730(n I' B e entron + a ♦ + + ♦ +III IN I'♦ ♦ a 00* + 41 IN 4 0 csin 2 Rt �� PNgs� �: ' ' IIII II IF III LT-L�t TLTt = 110 1 1'3 0 +, \ S 00'0 6' 43 W 85 _ —' 48" S.DIII. M _ j HgSE !I p = T� �r ` \ SEris z 2 \ -- 1 T N 45,466.0668 N 46,31 6.0652 - - + '� S.p, '�` — _ 11/_ r E 1,732,704.9303 E 1,732,706.5910 ,� _ M - - <v M —2 - - -- - - c L�-cT� r 1 Qro=87. S.D. M _ — --__ - _ -- �C N 51,63 .4558 • �� _� _ , acts 3 48" S.D 837g P - _—.¢_ SA/TA _ E 1,732 63.7367 (00 2 �q �r s p S• .t -144'_`. �� n �e o, r N 00'35'46" W 2658.14' ow S �2—'1i7" N w N 46,315.1171 `� °N 546. E 1,733,191.8501 South 1 4 Corner Sect. 7 88 Fnd, 1" Iron Pipe N 48,973.1113 E 1,733,164.2020 DESCRIPTION Cover Sheet Airport Layout Plan Index & Control Sheet Storm Water Pollution Preven trical Typical Sections & Elec Drainage Details Drainage Details tion Plan Details North Holding Apron Geometrics North Holding Apron Grading North South P PATE c vi 200'Rt �7 X9520 - yrs aa, SHEET NO. 2 3 4 5 6 7 8 9 Holding Apron Electrical Geometrics 10 Holding Apron Geometrics South Holding Apron Grading South Holding Apron Electrical Holding Apron Electrical Details North South Holding Apron Electrical Holding Apron Electrical East Side Storm Drain East Side Grading Sealcoating & Marking I Cross—Sections Plan & Plans 11 12 Geometrics 13 14 Plan 15 Plan 16 Profile 17-20 21 —24 25-27 28-33 Section Corner Fnd. 3/4" Iron Pipe HW R2W SCALE IN FEET 0 150 300 R = 2030' = 12'44'00" L = 451.15' N 51,544.2802 E 197329741.8484 N 54'45'57" E 139.16' N 51,624.5643 E 117329855.5145 N 89032'48" E 272.81' N 00' 12'3&' W IASE 2659.6/5 \ ` _ SE a �1!Cgp 0 HE�r � J s 2� N 511638.2130 E 1,7339865.5767 1 F1 N 519632.Ef 43 E 1.733.1 .5382 383.67' N 00' 12'38" W 726.83' LEGEND PRIMARY HORIZONTAL & VERTICAL CONTROL POINTS (1/2 REBAR WITH PLASTIC CAP SET BY ENGINEER) PRIMARY HORIZONTAL & VERTICAL CONTROL POINTS (BRASS CAP) o PROPERTY CORNERS (TYPE) — - CENTERLINE — - - - - — PROPERTY LINE SECTION LINE -- — - RIGHT-OF-WAY PHASE 1 SEALCOATING ,♦... +♦.+ ♦+.., ' PHASE 2 SEALCOATING ♦ _= -_==== � unar rnacru 0 Emut�.w�Y•�•{yi•[�Gv "'✓`�iiii/i�/i��i��i��i�/i��i�/i�ji��i�! T��1 71 � • a r . �F�j��l♦ j lei X��i ill.•{�'.��1.. ��14i�� n •Ir• b. •r. •r. Ar. M •r• M •x• •i� .rt .�, •i{>riytirtirti*le��i�•y� •itY�1•t'�•��1y�•. ,. •. .fir. •r. fir. fir. •n.�r. •r..r• n• .rt .r• .rs.:• .rte. - = r=it=.►1=� i �i :il=u=l _ -1= r. • EAR EROSION &SEDIMENT CONTROL NOTES 1. Temporary Erosion and Sediment Control Measures are required for grading operations scheduled from October 15th to April 15th. Approved Temporary Erosion Control Plans are required for grading projects involving more than five acres or when deemed necessary by the Construction Engineer. 2. Emergency contact person and phone numbers will be issued at the pre—construction meeting. 3. The Construction Engineer shall supervise the Erosion and Sediment Control work to ensure that the Storm Water Pollution Prevention Plan (SWPPP) as part of National Pollutant Discharge Elimination System (NPDES) is being implemented. 4. Necessary materials for the construction of BMP for SWPPP shall be made available on— site and shall be stockpiled at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 5. Devices (i.e. silt fences and sandbags) shall not be moved or modified without the approval of Project Construction or Design Engineer. 6. All removable protective devices shown on this plan shall be in place at the end of each working day when rain is predicted. 7. After a rainstorm, the contractor shall remove all silt and debris from asphalt berms, check berms, silt fences and desllting basins, etc. and dispose of them outside the project limits or reuse them on the project as approved by the Project Construction Engineer. 8. At the conclusion of each working day, pollutants on graded areas within the project limit shall be contained at the project site. 9. The contractor shall be responsible and take necessary precaution to prevent public trespass onto the areas where impounded water creates a hazardous situation. 10. Desilting basins when required are to be constructed prior to commencement of grading. 11. The County Construction Engineer or his designee reserves the right to make changes or modifications to the Erosion and Sediment Control Plans as deemed necessary. 12. All erosion and sediment control works shall conform to the standard specifications of the State of California Department of Transportation, Edition of July 1992 and construction project special provisions. In the event of conflict, the decision of the County's Construction Engineer will prevail. 13. Furnishing and applying water shall conform to the provisions of Section 17 of the standard specifications. 14. Silt fence or equivalent must be installed per manufacturers' recommendations and shall conform to all requirements of County of Riverside Transportation and Land Management Agency and as stated in the SWPPP for this project. = 15. Hydroseed Mix listed in the project SWPPP shall be used for the project and applied Y according to schedule identified in the SWPPP. n Cn I T I I CO. JUSTICE CENTER ""�►1111%]7TJ� LEGEND 000000000 SAND BAG BARRIER SILT FENCE ■�■ INLET PROTECTION 11111111111111 LIMIT OF GRADING ENS/ a - T SITE a �` �. �� m TERMINAL o jai�•�. BLDG. �] 7' T ?' r �. '� :t. FBO -Wi STER ROAD TA TF 0 LO 9 / STORAGE VOLUME= \3600 CU.FT. PER DISTURBED DRAINAGE. SEDIMENT -LADEN RUNOFF AS' DEPTH BELOW TOP OF INLET: MIN 1' - MAX 2' REQUIRED MAX SLOPE 2:1 LARGER PARTICLES STORM WATER WITH WEEP HOLES SETTLE OUT LARGER PARTICLES FOR REMOVED DEWATERING DRAIN INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPUCA13LE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. EXCAVATED DROP INLET SEDIMENT TRAP 16• MIN 4' PVC PIPE 5' MIN FLOW Z DIAMETER ROCK MIN 4e MIN 41r MIN 1r CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND -MIN WEIGHT 40 LBS. 4 PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS 2$ MIN SANDBAG BERM STAKES DROP INLET WITH GATE FILTER FABRIC ELEVATION WASHED GRAVEL 2" X V WOOD STAKES FILTERED WATER FILTER FABRIC — — RUNOFF WATER WITH SEDIMENT SEDIMENT LADEN N Cq to O BURIED FILTER FABRIC PROFILE FILTER FABRIC FENCE DROP INLET FILTER Y X 4• WOOD POST. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE F2• X 27 14 GA WIRE FABRIC OR EQUN. SILT FENCE w J w M e SCALE IN FEET 0 150 300 600 DESCRIPTION QUANTITY 0 O 480 L.F. SILT FENCE O L.F. INLET PROTECTION 7 EACH v� J,Q LEGEND 000000000 SAND BAG BARRIER SILT FENCE ■�■ INLET PROTECTION 11111111111111 LIMIT OF GRADING ENS/ a - T SITE a �` �. �� m TERMINAL o jai�•�. BLDG. �] 7' T ?' r �. '� :t. FBO -Wi STER ROAD TA TF 0 LO 9 / STORAGE VOLUME= \3600 CU.FT. PER DISTURBED DRAINAGE. SEDIMENT -LADEN RUNOFF AS' DEPTH BELOW TOP OF INLET: MIN 1' - MAX 2' REQUIRED MAX SLOPE 2:1 LARGER PARTICLES STORM WATER WITH WEEP HOLES SETTLE OUT LARGER PARTICLES FOR REMOVED DEWATERING DRAIN INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPUCA13LE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. EXCAVATED DROP INLET SEDIMENT TRAP 16• MIN 4' PVC PIPE 5' MIN FLOW Z DIAMETER ROCK MIN 4e MIN 41r MIN 1r CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND -MIN WEIGHT 40 LBS. 4 PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS 2$ MIN SANDBAG BERM STAKES DROP INLET WITH GATE FILTER FABRIC ELEVATION WASHED GRAVEL 2" X V WOOD STAKES FILTERED WATER FILTER FABRIC — — RUNOFF WATER WITH SEDIMENT SEDIMENT LADEN N Cq to O BURIED FILTER FABRIC PROFILE FILTER FABRIC FENCE DROP INLET FILTER Y X 4• WOOD POST. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE F2• X 27 14 GA WIRE FABRIC OR EQUN. SILT FENCE w J w M e SCALE IN FEET 0 150 300 600 DESCRIPTION QUANTITY & UNIT SAND BAG BERM 480 L.F. SILT FENCE 470 L.F. INLET PROTECTION 7 EACH COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT EAST SIDE STORM DRAW & GRADING • • �`r 1 i' & H Engineering, Inc. 717 WEST DUNLAP AVENUE 'N PHOENIX, PHOENIX, ARIZONA 85021 PHONE 602 997-7536 STORM WATER 1 POLUMON PREVEN11ON PLAN FILE: L:\RIVERSID\96074\FRO4.DWG NAME DATE ;� I DESIGN BY: MHR 09-96 ). DRAWN BY: KJH 09-96 -- CHECKED BY: MHR 09-97 SHEET 4 OF 33 PROJECT NO.: 96074 SCALE: 1" = 300' 250' (Object Free Area) Varies Varies Varies Varies 15.5' Q St el Diamond Plate 17' to 22' Down Cover ! 2, -Traffic) °Q 75' (R/W Safety Area) Match ° 37.5' 10' 10' 17.5' 62.5' ' Varies 5' 33' Seeding . 3no Existing Limits CN l 1.5% _ Seeding --_ Limits �i_ Brass Nu 41 S Vanes Match Exist.7 _ _ e Elev. = 1335 ** Concrete �• Brass ii 6„ Bolt -Down Cover = 1334* _- _- - Fabric Moisture (Non -Traffic) Elev.ri Bolt _ st. „ M Barrier 0 9 95 lbs. • � 6 5 5 �� Brass Washer,, TYPICAL GRADING SECTION A - -- --- - - - - - - Match Notch to Lock STA* 20+00 TO 28+50 _ - - - - - _ - * Sta. 20+00 to Sta. 22+25 Existing Bolt -Down Cover ** Sta. 22+25 to Sta. 28+50 co 250' (Object Free Area) 110' 12.5' HOLDING APRON TYPICAL SECTION ►� o\0 91 J 75' (R/W Safety Area) 175 Seeding v Limits 37.5' 10' 10' 17.5' 62.5' 112.5' Match Exist. ° 0 �o 3' One 114 1 1 Seeding _ _ _ _ _ CLWelded Wire Loop Limits Grade Varies 2" Bituminous Surface Course New Apron Paving (P-401) o Grade per Grading Plan _ 1 0.5% (4:1 Max.) •� o 2 ull Box �62 lbs. r JJ II 6" Aggregate Base Course (P-209) GRADING SECTION B TYPICAL Match Exist. 12 Subbase - - - - - - ' " O _ Exist. 2 A.C. STA. 28+50 TO 50+00 Course , - - ; _ _ (P-154) i _ _ - We 22"x36 or i - 141 lbs. M 250' (Object Free Area) • � ��\\\ '\\\\ i Exist. 6" Seeding f \,,,/ %.//,/., %/./,..,•/�i,,� i Agg. Base PULLBOX DETAIL / 6 Remove Exist. 175 75' (R/W Safety Area) Limits ' 2" A. C. Shoulder 37.5' 10' ' 10' 17.5' 62.5' 1 12.5' Varies* Varies Exist. 12" Finish Grade 9" Subgrade Compaction in Cut 6„ w Subbase c::)j 3' 95% of Max. Density ASTM D-698 6„ i j � Compact Fill * 110' - Sta. 50+00 to Sto. 58+00 if Alternate Grading not Awarded Seeding 170' - Sta. 50+00 to Sta. 58+00 if Alternate Grading Awarded 6 Embankment Preparation ;i i Exist. Fabric ® 95% Minimum Limits Varies - Sfa. 58+00 to Sta. 66+D0. Grade 5% to Match Existing 95% of Max. Density ASTM D-698 Fabric Moisture New Fabric �'' N O -_� Barrier (P-607) Warning Tape 0.5% Embankment Compaction (Magnetic) -� 39- I�_ 95% of Max. Density ASTM D-698 No. 8 Stranded �-- _ Bare Copper I� ---- TYPICAL APRON Counterpoise E TION CEXISTINGPAVEMENT MATCH DETAILTYPICAL GRADING S C BITUMINOVS SECTION � Match Exist. 10 9Av a 5 a a STA. 50+00 TO 66+00 5 ° a 30' DRAINAGE EASEMENT __10' S' - 5' 90 a tD o " - - 4" Concrete Grade per I ' Cha nel w/6x6 W1.4 Wire Mesh Grading Plan CCNNa , 15 15'— Grade per s° Warning Tape ,» 1 " p v • (Magnetic) N Finish i Grading Plan les Grade Match Existing Match Existing ,a� .� e �aC. 'A 00 °o --. 3" 2" 2" 2" 3" _ /\/� 2 2 Dia. Siope c v 51op ,//� No. 8 Stranded � Concrete ( ) Varies 'ate F- 8„ Bare Copper Duct o0 Counterpoise » 9 1 —0 N ----_-,__ ----- a ___- - Compact Fill i tar -Sewer _ _ _ - - @ 95% Min. CONCRETE ENCASED 10 VCP San y -er No 2 Existing - a 8 Min. T 8 S. - - a • ey with Concrete En�casemen t_Per_ _ _ .�.s o�, • �- - - - - - - - - - - - - - - - ° - �-toELECTRICAL DUCT Qe--_!_—_ � 41 o .• ,.; _.. .., + J COUNTY OF RIVERSIDE FRENCH VALLEY AIRPORT • EAST SIDE STORM DRAIN & GRADIN Sand f. n ►� • 3 Wee holes Z & H Engineering, Inc. _.. y"C u . 717 WEST each side, every 50to to DUNLAP AVENUE PHOENIX ARIZONA 85021 6" Concrete „ i if // � New 24" RGRCP Outlet Culverts 3 2 2 2 3 (2) 2" Dia. PHONE (602) 997-7536 ` w 6x6 W1.4 Wire Mesh Duct TYPICAL SECTIONS ¢3k1 12" (Min) '� t- . 3 ►" SECTION A�A2 & ELECTRICAL DETAILSSECTION B B. FILE: L: RIVERSID 96074 FR05.DWG NAME DATE'S+° �`�,. = 21 1 DESIGN BY: \ \ MHR 04-96 0`� Y DUCT DETAIL ED OUTLET SCUPPERCHANNELCONCRETE LIN7 DRAWN BY: KJH 04-96 CONCRETE LINED 0 1 STA. 9+37.24 TO STA. 9+77.32 LANE O 8 CHECKED BY: MNR 09-97 SHEET 5 OF 33 STA. 8+22 TO STA. 9+37.24 LINE Q PROJECT NO.: 96074 SCALE: NONE 0 r-- z Y Grote Support for Double Grated Inlet Only See Grate Support Detail PLAN SECTIO DIMENSION TABLE D L T 12" 1.0' 4" 18 1.0 5» 24 1.0' - - 6" 36 1.5' 8" 48 1.5' 10" 57 1.5' 10" 60 1.75' 11 » 66" 1.75' 8" (E New or Exist. Pipe NOTES: 1. A concrete collar is required where pipes of different diameters or materials are joined, or where the change in alignment or grade exceeds that allowed for on ordinary joints. 2. Where pipes or different diameters are joined with a concrete collar, L and T should be those of the larger pipe D=D* 1, or D=D*2, whichever is greater. J. For pipe sizes not listed use next larger size. 4. Omit reinforcing on pipe 24" or less in diameter. 5. Where reinforcing is required, the diameter of the circular ties shall be outside diameter of pipe + T. 6. Field closures of pipe of the some diameter and without change in grade or alignment shall be made with a concrete collar. No. 4 Rebar 'OJ 3 -No. 4 Circular Ties No. 4 Rebar 12" O.C. *A = Angle of Deflection CONCRETE PIPE COLLAR DETAIL -2 1/2"l.D. x 3'-5" Long Steel Pipes 5/8" Diameter Anchor Bolt Holes (Both Ends) " L" + 6" "N" @ 5 1/2" Spacina 1 5" -------� 1/4„ 9-2" x 1/2" x 51 Steel Straps GRATE (Single Grate Only) Weld Straps to Supporting Pipe & Grate INLET SCHEDULE INLET N0. STATION "H" "L" "N" "r' COMMENT 11 41 +00, 137.5 Rt. 7. 1 ' 4' 8 6" Single Grate 12 47+75, 137.5' Rt. 6.7' 4' 8 6" Single Grate 13 47+82, 342.5' Rt. 901-1 5'-5" 10 8" Double Grate Connect Exist. 3-30" CMP IT DETAIL Grate Unit 112 Dia. Bolt with Washer & Nut 2 per Frame PE II GRATE INLET DETAILS Both Sides) Grate Unit 5W 18.5 L=4'-1 " GRATE SUPPORT DETAIL 9 1 114 ro •- o�00 "It v� o LA IN SECTION X -X Culvert C� _ 12' Mi n _ Riprap Blanket ca { _ f 3 0 c� ul END 84" _� VIEW Flared End - Section I �� 12" Deep Concrete Cutoff Wall, 6" Thick Filter Fabric NSTALLATION DETAILS NOTES: 1. Design of End Section shall conform to standards for storm drain pipe utilized. 2. End Section Joint conformation shall match the pipe joints. 3. Embankment slope shall be warped to match slope of End Section. 4. Culvert length is as shown on plans. CONCRETE END SECTION DETAIL 1 3 2 7/F Riprap_ 12" Min NOTES: 1. All reinforcing shall be No. 4 rebar @ 6" O.C. (Max) in both directions. 2. All concrete for inlets shall comply with item P-610 of the Specifications and be 3,000 psi strength. a I COUNTY OF RIVERSIDE — FRENCH VALLEY AIRPORT a EAST SDE STORM DRAIN & GRADING 46 Z & H Engineering, Inc. 717 WEST DUNLAP AVENUE ,iol7�' PHOENIX, ARIZONA 85021 � �r''�1 :' 1 A.,.. PHONE (602) 997-7536 30 DRAINAGE DETAILS q s_} .3t_Q9 3 : ANCHOR BOLT FILE: L: \RIVERSID\96074\FR06.DWG NAME DATE DESIGN BY: MHR 04-96 LAYOUT DETAIL DRAWN BY: K JH 04-96 CHECKED BY: MHR 09-97 SHED 6 �F 33 PROJECT NO.: 96074 SCALE: NONE s 1-114 to 2 —No. 6 Bars 6" 0. Co 6'0" Top &Bottom NOTES. 7T`P— �ULO A II 1. All concrete to be 3,000 psi per item P -610.Q 4 2. Match spring lines of pipes entering MH unless LO B_B otherwise noted. i 3. Cut pipes to allow setting of 4' diameter cylindrical form from 6" above main line pipe to spring line. Cut pipe 2" larger than form to allow 2" concrete over ends of al/ cut pipe. 0 2—No. 6 Bars Top & 4. Invert and base of MH to be poured, and invert to Bottom When Pipe be shaped by hand to make smooth transition. FACE OF COVER BACK OF COVER CAST, IRON Enters Side of M.H. Finish with rubber float. CAST IRON MANHOLE RING I I 5. Center MH on pipe joint where pipe changes size, A II II 2 No. 6 Bars 6 » O.C. leaving a gap of 12 minimum, 24 maximum. 1/4" R. (Typ.) — Top & Bottom Thread Ring 1 5" l PLAN i I Manhole Shaft E I i i DETAIL 1" 3 —1 /2" i 31-17/8" 5/8" " I i III �I 5"I I 48 „Dia. 2No. 6 Bars ' 1116 2—No. 6 Bars 12"I Grout All � "6„ O.C. Batter 1/8 1/4 1-3/4 3/4Mackine Limits 6 O. C. Around 1 2 8-1/4 ” I I I I I I Dia. 6 € Batter 1/16" el „ Min. 3 2 \ 4" Max ° l 1 2" CIN „ I 3 4" 6 0 s o / 1-1 /8" 20 20. N O TE. r 31-1/2" Weight of casting shall be no more than SECTION B — B 3-7/8" 2% less that the approximate weight specified. SECTION A— A SECTION OF COVER SECTION OF RING STORM DRAIN MANHOLE BASE DETAIL APPROX. WEIGHT 275 LBS. APPROX. WEIGHT 210 LBS. MANHOLE FRAME & COVER DETAIL 1:2 Mortar Manhole Frame No. 4 Hoops No. 4 Bars & Cover 6„ B _ Eccentric Precast p N Concrete Cone „ » 2-1/8 1-5/8 1-3/4 —2 slow to to to 1 114 —�` ---- \ 1-1/2 NOTES: M_ Nr a a a 1. Precast concrete cones & sections to be ASTM & ASTM 478. a ° a ' ,E _ 2. Brick may be used in lieu of, or in combination with concrete ------- PLANca CN �o M.H. Ste s I Inside Dia. 30 P " adjusting rings. a Use where there is 3' 10 or less `v C° ° ° a ,c to cover over Pipe. w 3. Precast concrete sections 48" Dia. pipe may be furnished in 4 48 4 standard lengths. a M 0 2 _� M.H. Frame ( 4. Unless otherwise shown on plans, use 2-2 1/2" precast NOTE: & Cover concrete adjusting rings on improved streets & 4-2 1/2" rings M „ All Joints shall be filled with Concrete Per 30 Concrete jer1-1 /4" 1-1 /4' on unimproved streets. 1:2 mortar & neatly pointed Item P-610 No. 4 Bars Item P-610 5. Manhole steps shalt begin 2' below finished grade & continue or wiped on inside of shaft. 2-1/4" 2-1/4" at 1 ' intervals to approximately 2' above manhole shelf. Grout (As required by agency). a > ' 114 1 „ 114 No. 4 Hoop 00 2" Grout — .. 411 d 2-1�2" Rings shall be reinforced with two Pipe Base Structure 1/4' round steel hoops; 6" and 8" rings shall be reinforced with four 1/4" hoops, 1 Section 48" Pipe tied with No. 14 A.S.&W. gauge wire 8' O.C. COUNTY OF RIVERSIDE — FRENCH VALLEY AIRPORT Base Structure if Applicable EAST SIDE STORM DRAIN & GRADING Z & H Engmeerin , Inc. �ssldn VERTICAL SECTION OF SECTION B B REINFORCED CONCRETE 717 WEST DUNLAP AVENUE PHOENIX, ARIZONA 85021 AFT SHALLOW MANHOLE ADJUSTING RING PHONE (602) 997-7536 Not C041309 ECCENTRIC MANHOLE SH DRAINAGE DETAILSEXP3 3 ^ t L: RIVERSID 96074 FR07.DWG NAME DATE C 1�- X FILE: STORM1 . !1 F C �L1F Y DRAIN MANHOLE SHAFT5 DESIGN BY: MHR 04-96w .— DRAWN BY: KJH 04-96 8 CHECKED BY: MHR 09-97 rI'SSHEET 7 OF 33 PROJECT NO.: 96074 CALE: NONE 91ern 0 • Y a � � I 0 I 0 • _,,, � _ �_._ , .- , ��r ---- _-_. _. --.. � .. CURVE DATA N0. d R L T O 90'00900" 50.00' 78.54' 50.00' a 45'00'00" 75.00' 58, 91 ' 31.07' O 45'00'00" 75.00' 58.91 ' 31.07' O 45000'00" 57.50' 45.16' 23.82' - -- - �'_ Sta. 20+72.50, 105.00' Lt. TW "A", PT -'-- --- - Sta. 21 + 12.50, 105:00', Lt. TW ,='A'', PC. _ Sta. 20+72.50, 345.00' Lt. RW 18-36 -r3 _- Sto. 21 + 12.50, 345.0' Lf. RW 18-36, _� 330 ---"-- 1 j `� ;' / %-- �� Sta. 21 +50.82 122.50' Lt. TW „A„ ; \�' -" -----------_-- / I I l / - t , I f / -x - -- - / / f, /,/ '/ x f -`~ --- Sta. 11 +50.82 362.50' Lt. RW 18-36 ,//'mms ' /' Sta. 20+00, 122.50' Lt. TW - A = // - - --- / / �` / - A --- I 0 /' / , x . I / / / " / Sta. 20+00, 362.50' Lt. RW 18=36, ' / ,'' % / // f' / / J/ 1. / y' �` / -- / /' / I � j / /� - _ J J - < I / iI `�__ - / , // I / // // / ,, / % / / `32\ /'' j ,/ -7331 // /' I /' / / .:::...::::.:.::...i.::::::\ � � i`.�...'.'.'...'.....' ..'i :.'.. .'. .'.'.'.'.'.-.'. '.'.'.'.'.'.'.'.- ..� : :: :f' /'' , �' f♦ i %• / .. f /fes `0000 0000 ..................... ....... ...................... 4..... .. .. w� /0000. / /' `/ / ......... ..........:::::.:. ..........� f..... J J , / .. 0000.. .�� ..'. .'.'. 0000 ... .......................... ...... ...... .. - t,��' ,' i �� I r/ /: // m. F�;.'.'.'.-.-.'. h .......................`�.:.:.....'.'.-.•.•�. 0'0'0'0': .'.. .'.:�..:...... ...............-.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.-.'.'.'.:'.'.'.'.'.:'.'.'.'.'.'."..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'."\'`.'.'.'�,,-'.'.:'i.'.'.'.. / , \ir. ff / / %.' ......'..'...':.......::':':::':':':':':' : -0 0 0 0 ,m;: ..'.'.'.'.'.... ,,'.'..'..'.'.."..'.'..'.........'.'.'.'.:.'.'�!.'.':.:'0'0 0 0 ..`. o" /,% / Sta. ,12 1 -65.53, 83.03 Lt. TW A , PT = r ! ' .... .....r.............r.................................. ..._...........................................'.'4._...4....-�/ / ;/ V4 ......... �/ ..'.'.'.'.'.'.'.'..'.'.-.-.'...............................'. ...... I ..... I ........_ ..'..'.................... / // f / . :....................................21+65953p 323.03 Lt RW 1$ ,36 1. .'.'.'y'.'.'.'.'.'.'.'.'.' ... . ............ j'............./....... '. . 0 0 0 0 .. ' ' ' . 0 0 0 0 .. _ m Sta. m%ow ---__ .................../d.. '�:......... ........... .......'.'.'.'.'.'..�;�...............'.'.'.'.'.'.'.'.'.'.'.'.-.'.'.'.'0'0'0'0-0'0'0'0-.'.-.'........ ........:.�.:.. '/.:.:....... / I � /' -- J /,, ,: ...... - 0 0'0'0'. 0 0 0 0 .".'...'.'.'.'.'.'.' .'..'..'.'.'.':.'.'.'.'.'.'. ' ' .....'0 0 0 0 . ��. - -... --- --- - - - /'~�\\ // /.......... ........... �� ........ ......... ........ .. ,.`.................................................... 0000. ........... ... /'� / ��'/` �� / .......... ' f 0 0 0 0 ' �'.'.'.. ............. 0 . 0 . 0 . 0 .......... - ...... �� 0 .. 0 . 0 . 0 .'..'.'..'.'.'..-.'.'.'.-...'..'.'.'.'. .'.'.-.'.'.'.'.'.' .. ' ' i'f / / / � - l.. %0'000 .. `r �` ............ .. Jr.•................. .......... .............................. x.7%3 ...................................... ...... j `i' I /f r/' � '. / \��. .. .........J/. .. l7 .- 0'0'0'0'.0000..0000.0000... 0000... 0000... .............0000 �1.. .. / �/� /' / \ J � .` ....... . ... ....................3 . .."......... % 0 0 0 0 , --7 / ... ..........................�........'r........-.'.'.'.'.'.'.'.-.-.'.'.'.-.'..'.'..-.'.'.-.'.'.'.-..'.'.'.'.- .:`.�..'-.'.'.'.'.'.'.'.'0•.'.'0'.00'.'..-.--0.00'.'0'.- ......-.- f/ % �- ' / 0000'. .. .��. ......... .... �.......... ........................... 0000. 0000.. 0000.. 0000 ....� .. .. .................. .' .-0.000. 0000. 0000 '....... ` /�-. / /........... . . 0 I... 0 . 0 0 0 0 ... - ...'...'.'.-0'0'0.0 ........ T r . ...'.i . ..... y..'. / „ ,f ff I„ / ......I........ �.. .... ......'�........................................................' .............. �:....... 'r...... .'.'.'.'.'.::'f.'.'.'.'.'. ; Sta. 22+3 .97 38.34 TVS�� A PC = Sta. 20+22.5, 55.00 Lt. TW ,/ PC .........+,...^.b4....0' * �.:.::'........ /.'.•.'..'..'.'..'..'.'.'.'.'.'.'...'.'.'.'.'.'.'...'.'.'.'.'.-.'.'.'.'.'..'.'.'.'.-.'.'.'.'.'.'.4-'.'.'.'.'.•.'.'4 .'.'..'.'.'.'.... 2 -..'...-.-.' .- ,..../ .-' // \ �; . .. �...... .. : 0 0 .... 0 0 ..... ...... I ......... 4 ....................................... ...... I ... -:-0 0'0.0'.'; :'.'. ,' : ! (- / / f ,r.......... 0000.. %1...'.'.'..'..'.'::.'. ':'...:...'.'..'..'..'.':.'..: ♦ Sta. 22+34. 278.3 Lt. RFK 18-36 ....4' ..:;\...:.:.:..:... ..... .. ................ ................. 0,0 0 0 ... f Sta. 20+22.5, 295.00 Lt. RW 8-36 j ............:'.'.'.'.'.'.'.'.' .'.�>:;' :':'.': 1 ... .. . ��. .'.'.'.'...'.'.'.'..'..'.'.'. ..'....'... 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' ' .. .... ...............'.'.'.-.'.-.-.-..'.'.'..'.'.'.'.'.'.'.;............... T.......................................................................'/..... I .... /.'............� ......... / ..........'.. ' / - ............................................................................................................... ,f.....................,. Sta. +26.60 21.'97 L TW A PC - / ....4..-. ..........0..000......................6.....I................. ..,.... �`... ... �`.'.'........ - / > > / � ...... ...'.• '.'.'.'.'.'..:•:.......--..'=•.•.�............................................................................ '.'..'.'..'.'.'.'.'.'0'.'.'.':0'0 0'.'.'. ... .... 0 0 0 0 ... _. . .. . .000.....0. ...............4....I..................6.... �`".'...................................... `.'. '-.-=.--..�r.� �_.............. , .... 4 ...................... ........ - .............'.'..... '.'.'.'.'.'..'......-........�:.........................................................-.-_.; _ 0 0 0 0:....:......................1111 .........r...............'...'...'.'.'.'.'r..'.'.'.'...:... _ ......:.. .......... ,/ Sia. 22 2fz�60, 26 .9 Lt. RW 18 36 {{// _ ti. �... 0000... 0000. ......J.. .. yR .. ... 0000.. ,/. T�. 0000.. J �\ T��_�....... ...... 4 .. .•. ........... . ............... .. 4..... ........ ........................... ... ! .....0000 - %'� �- _ 0000.. �-� 0000. 0000 0000 ...... 0000.6000 00.0. .-.•. .. jj ....... 0000. 0000.. 0000.-0000... JJf . .0........000 ..... 0000...• .... ... .......... 4 ... ....... .... 4...... ..0....0.....0.................0 ..`F. .................... r 00.00. I. .. 0000 0000. '' _ 4,6"4 . .. .... ' ...........................................................................3 ...-- 0000 ......................... /'` I - - - �7 1= �:............................................................................ ...... ................ _ _/ .. ...0...0.0.0...........................................?..................................�:'..I.............. .. ...... ....... - --- - -- ....:I.' ..%.... ...-................................. _ _.�:% ............................ 4.................. _...... ... A............................. 6666-- / ` �,- ..-... .......-.....................................................4w'. . ........................................-0000... - -- � ... .. . 0 0 0 0 ... ................... . . � �'�.... '.......'.'.'.'.'.'.'.'.'.'.'.'.'.-.'.'.'.'.'.'.'.6.'.'.'.'.'.'.'.'.'.-.'.'.'.'.-.4.'.4..0.'.'.4.'..'.'.. ..60 :60 : .- _ . 0 4 1 . 4 ... . 0 0 0 0 .... - -- / ..... ' %......4. ............. .................... .......'..........................................................................`. -... - - _.. y/ .�.'.'. - - - _ / % �. .. _.......T... .. . .. ` 0000... .0000. ` -C _ - „ f, ............. .... .. 0000 - . 0000 - /` - _.- � -%4000. 0000 » » +-........-..'............'..............'..'..............................`-.......................................................................................-."�..':. ... ..'.......... f'.'.............. f Sta. 20 00, 20.50 f Lt. TW A = ....................,.......................................�....................-...................................................................� ..........,� ................... I .. , ...'..'. ' '.'.'.'.'.'.'.'.'.'.'..'..'0 .'..'.'.':'.'. Sfa. 22+75.3 20.5 f Lt. TW A PT = - :...... ,.........................................�.......... -..............%..........'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.':.'.'.'.'.'.':.'.'.'.'.'.':................... �.. .4..000. ............... , ...... f f - t . (......................... .....'..'. .'.'..'.'.'.'.'.'.'.'.'.'. ' - - :.'..'.'.'.'.'.'..'.'.'.'. .'...'......'.'....'...'.'..'.'.'.'.'.'::..'...'.'.'.'.'.'.'..'...'.. `'7 '.'..'..'.'.'.'...'...'.'.'.'.'.'.'.'.'.'..'...':..'..'....'..'.'..'.'.......:.'..'..'..'.::'.'.'.'..'.'..'.'.'.'...'.'..'..... ........'.'...'.'.:: 4,4,40 4 Sta. 20+D0, 260.50 f Lt. RW ) 8-36 - -....�_6 60 6,6,................................................................�.................................................................................................��....'.'.'.'.'.'.'...'.'.'.'.'..'.'.'.'..'...'.. '.'.'. ':.,.•.'.':.'.'.,.'.-.4.4.4:4.. �_, Sta. 22+ 5.63 260.5 f Lt. RW 18-36 .....'...'.'.............................� ...........................................'..'.'..'.'.'...'.'.'.'.'.......':.'...'...'.. C 404 4.' .'.'.'.'..'.'................................. ...... - / _....................................:':`:'...................... . (/ ... 0000 ... 0000 0000. .-.:-.�.'.............'............-....'.'.'.'.-0040'. •.'.'.'.'. 0404. 0000. 0000 �.` ...r.�-�....��................................. ......... ... :: . ......... / ......... 0000.. 0000 .. .. 0000.. ......... .. 0000 .. \ ........ ...... ....0000... �........................................................... ':J.'......... ....... 6........................ ... ... .•..'....0000 /. F.. .. .. ... �•�" 0000.. .0000 f /' fl ,f 0 0 0 0 ... 0 0 0 0 . .............\ .- .................................................... .................... ��.�.. ...... 4 ... 4 ......................... ........ '.......'...'.'.. .'.'.'.0040. 'r.,..... - .. 60"0 0 .. _ ........ 0 0 0 0 ... / /�� .. + .. ... 0000. 0000.......................................0000........................ .............. ................... ...0000 ......... ............... ....... I.. I.. ... ... Sta. 20 00, 15.50 Lt. TW A - ....... 0 0 ... 0 0 _--.......................................................................... _. - -- ..............' :':. .. ......... '.......�:.'.:......'.....................................%.... - --- ................. ....... ... .. ' ------ %_ _ T ...s :. . �,4` 0000 . . 0000 Sta. 20+00 255.50 - �......................................... '." ::..'..'.'..:..'.''-. ':.'.'.'.'.... i - - - Lt. RW 18 36 {.:':- :':'::: ..:.. ....:..:...... ... _� �................ ... ..:. ................� --- .... ....................... ...... I................... .....6... .....0000 ...6000. - ..................... '-;-. .....................'.i.'...................... j'.'........ ............... ....... ........ - -�'/ T .... ......... / - / --- / / / / / ' / I / / % J( � /F / / I / I N / /' ,/ (L TAXI WAY ",A r / / / -- /- Taxiway "A'$4 = I r /. / / / / /- 21 ; �, ,/ /:2 �mr-I , / / / / // / ,/ / / 2+ /` - -- i ------ - / ♦ / / / ♦ ♦ / / 240' Lt. RW 18-3 ----- ' ' / / - � / / / / /` / / / / / / t �' / / / /: /l / /- / // ,/ f I / // l / / *J / / :" j /` / / / / / i/ / j j /� _ 6666- J L-- -------------6_06_0 J -L �,�_/ 1 � / / - _-. �� _ / i / " /, s Match Existing // � / // / / �/% ,I g Match Existing � ,/ 0 / // ,/` TW ,t Stripe Sta. 22+79.63, (E TW "A", PT = ----- i ,-�- \//-' / Sta. 22+79.63, 240' Lt. RW 18-36 I TW . Stnpe / � r I, -��,, � ,,6666-666666 66--6666-- i i / I - I / / \ r i 1� / / i - _ --- �- I j i / II i \�__-• --- --------- ----- �. I / /' 1 i , , -- i I / r �' I,; / I i / - / `I 11 1 , It �-` I 1 I / /' I I I �/ '�_ Z SCALE IN FEET COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT ONEW 0 , 0 20 40 60 & H Engineering, Inc. 5, ;.,�_ fi ;; ,r ; \ 717 WEST DUNU�P AVENUE �!, 2 _r_=-I.�`�'I'� PHOENIX, ARIZONA 85021 f� I '!{ <; PHONE (602) 997-7536 `� ` . f ` v N <,.. , f ; , �J _` `�. SOUTH HOLDING AP �_: �� O NG RON � {- ,, � p,_/� , � , y 1 L,Y_- a 116 G 0-, FJ ) €'k �Xr.3-3 19 GEOMETRICS PLAN `' , Y FILE: \RIVERSID\97050\FR11,DWG NAME DATE - 0.rte. - �_ „ rn MHR 05-97 ''may'{ f lf- . c; . � DESIGN BY: .I_ - r ,n DRAWN BY: KJH 05-97 :. I CHECKED BY: PROJECT 0.: 97050 SCALE. 1 = 20' 09-97 SHEET 11 OF 33 Y � � � i M 'I Q a civ ry II��III COMPACT FILL AT a5% MINIMUM 4" EXI5TIN65 FIN15HED &RADE Fr -III—II I-— WARNING TAPE (MAGNETIC) #5 STRANDED lll BARE COPPER COUNTERPOISE WIRE all MIN. (1) 1/0 #5 AA& 5KV TYPE 'C' GABLE IN 2 "G DIRECT BURIED CABLE i 3 N.T.S. Eo= BRASS NUT BRASS WASHER ---� BRASS BOLT i NOTCH TO LOCK BOLT DOWN COVER ---�� _BS. STEEL DIAMOND PLATE BOLT DOWN COVER ( HEAVY DUTY } PULL BOX NOTE: PROVIDE 24" OF SLACK AT CONNECTORS 14" FIN. GRADE L-823 : �• I `* CONNECTOR :,• I ••r:' , .• . 4 6. . :. t L-830-1 XFMR ... III ..I „•, to BUILDING BRICK Moo— TO TO OTHER BASE MOUNTED FIXTURE. TERMINATE AT -- REGULATOR. 'y''', .•,. :': (TYPICAL) WATERTIGHT ' ::i• `� ".' » • :~ .ti BUSHING (TYP) ` WITH GND LUG. :X 3/4" DRAIN '"' .. TYPICAL BASE MOUNTED LIGHT ASS N.T.S, L-861 LIGHT FIXTURE INCANDESCENT LAMP BREAKABLE COUPLING AND DISCONNECT PLUG L-867 BASE 4" CON C, ALL AROUND L-824 I/C NO. 8-5KV CABLE IN 2"C ROUTE NO, 8 COUNTERPOISE AROUND BASE 6" ABC FILL SUMP I ',1:3A1 PAPI 1 5CE PAD -MOUNT TRAN51`55ORMER 120/240\/, 1 0-5W MAIN SWITCH NEMA 5R 40OA. 5W 5N 240V 2<\/A 480\/, 10 I i 24OV, 10 2 &1 PAP I 2 No. 8 COL CONTINUE NEXT LIGH TYPICAL -861 LIGHT FIXTURE JCANDESCENT LAMP REAKABLE COUPLING ,ND DISCONNECT PLUG AMPED BACKFILL ONNECT COUNTERPOISE TO GROUND UG ON STAKE EAT -SHRINK SLEEVES OVER -823 CONNECTORS -824 I/C N0, 8-5KV ABLE IN 2"C "DIA,x12" CONCRETE ,NCHOR NOTE: PROVIDE 24" OF SLACK TYPICAL. STAKE AT CONNECTORS MOUNTED LIGHT ASSEMBLY 1 N.T.S. 055TRJCT I ON LIGHTS 'W WIND GONE 0.5 KVA 5005T °N-10 4" PRECAST PULL. BOX DETAILK*4400AVAULT LI&HT5 FRN -RK FUSES T T T T T i SYMBOL LEGEND L-56 IT 50W TAXIWAY EDGE LIGHT- STAKE MOUNTED L -86 1T 50W TAXIWAY EDGE LIGHT- BASE MOUNTED 6.6A SERIES CIRCUIT- 1/0 No.B- 5V. L-824 GABLE IN 2"0 WITH No, 8 GU COUNTERPOISE WIRE, DIRECT BURIED. HATCH MARK INDICATES THE NUMBER OF L-824 GABLES X EXISTING TO REMAIN XR EXI5TIN& TO BE REMOVED AND RETURNED TO OWNER XA EXISTING DIRECT BURIED CIRCUIT GABLE TO BE ABANDONED IN PLACE. CODE LOAD CALCULATION EXISTING LOAD 5Q6OW ADDED LOAD = 690W DELETED LOAD -120W AV JUSTE > LOAD= 4450W THEREFORE EXISTING '1.5 KW REGULATOR "GSR" I5 ADEOUATE No. 2/0 GU GND TO 5/4" x 10'-0" GU GND ROD (2) SETS OF(5) No. 4/0 XHHW, 2" G IN EACH 15K\/A HD FUSIBLE DISCONNECT SWITCH 2W IOOA &OOV 1, ALL ITEMS ARE EXI5TIN6 UNLESS NOTED OTHERWISE 2. ONE LINE DIAGRAM FOR REFERENCE ONLY. NO WORK UNDER THIS CONTRACT. PANEL "HA" FOR APRON LIGHT5 AFFECTED BY NEW DESIGN ONE LINE DIAGRAM VAULT RECEPTACLES LPN -25 BEACON 2,2501oiN PANEL "LA" CONSTRUCTION NOTES• COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT Z & H Engineering, Inc. 717 WEST DUNLAP AVENUE PHOENIX, ARIZONA 85021 PHONE (602) 997-7536 HOLDING APRON ELECTRICAL DETAILS E-1 s- 97071 FILE: \RIVERSID 97050\FR10.DWG NAME DATE DESIGN BY: CGW 7-30-97 PEARSON ENGINEERING ASSOCIATES INC. DRAWN BY: CGW 7-30-97 8825 N. 23RD AVENUE sUITE „ PHOENIX. ARIZONA asazt CHECKED BY: AJK 7-30-97 SHEET 14 OF 33 PHONE (eaz)z84•-oeo� FAX {60z}274-7e4z PROJECT NO.. 97050 SCALE: AS NOTED A 0 � r � Y w J � I OF O N m tD civ ry II��III COMPACT FILL AT a5% MINIMUM 4" EXI5TIN65 FIN15HED &RADE Fr -III—II I-— WARNING TAPE (MAGNETIC) #5 STRANDED lll BARE COPPER COUNTERPOISE WIRE all MIN. (1) 1/0 #5 AA& 5KV TYPE 'C' GABLE IN 2 "G DIRECT BURIED CABLE i 3 N.T.S. Eo= BRASS NUT BRASS WASHER ---� BRASS BOLT i NOTCH TO LOCK BOLT DOWN COVER ---�� _BS. STEEL DIAMOND PLATE BOLT DOWN COVER ( HEAVY DUTY } PULL BOX NOTE: PROVIDE 24" OF SLACK AT CONNECTORS 14" FIN. GRADE L-823 : �• I `* CONNECTOR :,• I ••r:' , .• . 4 6. . :. t L-830-1 XFMR ... III ..I „•, to BUILDING BRICK Moo— TO TO OTHER BASE MOUNTED FIXTURE. TERMINATE AT -- REGULATOR. 'y''', .•,. :': (TYPICAL) WATERTIGHT ' ::i• `� ".' » • :~ .ti BUSHING (TYP) ` WITH GND LUG. :X 3/4" DRAIN '"' .. TYPICAL BASE MOUNTED LIGHT ASS N.T.S, L-861 LIGHT FIXTURE INCANDESCENT LAMP BREAKABLE COUPLING AND DISCONNECT PLUG L-867 BASE 4" CON C, ALL AROUND L-824 I/C NO. 8-5KV CABLE IN 2"C ROUTE NO, 8 COUNTERPOISE AROUND BASE 6" ABC FILL SUMP I ',1:3A1 PAPI 1 5CE PAD -MOUNT TRAN51`55ORMER 120/240\/, 1 0-5W MAIN SWITCH NEMA 5R 40OA. 5W 5N 240V 2<\/A 480\/, 10 I i 24OV, 10 2 &1 PAP I 2 No. 8 COL CONTINUE NEXT LIGH TYPICAL -861 LIGHT FIXTURE JCANDESCENT LAMP REAKABLE COUPLING ,ND DISCONNECT PLUG AMPED BACKFILL ONNECT COUNTERPOISE TO GROUND UG ON STAKE EAT -SHRINK SLEEVES OVER -823 CONNECTORS -824 I/C N0, 8-5KV ABLE IN 2"C "DIA,x12" CONCRETE ,NCHOR NOTE: PROVIDE 24" OF SLACK TYPICAL. STAKE AT CONNECTORS MOUNTED LIGHT ASSEMBLY 1 N.T.S. 055TRJCT I ON LIGHTS 'W WIND GONE 0.5 KVA 5005T °N-10 4" PRECAST PULL. BOX DETAILK*4400AVAULT LI&HT5 FRN -RK FUSES T T T T T i SYMBOL LEGEND L-56 IT 50W TAXIWAY EDGE LIGHT- STAKE MOUNTED L -86 1T 50W TAXIWAY EDGE LIGHT- BASE MOUNTED 6.6A SERIES CIRCUIT- 1/0 No.B- 5V. L-824 GABLE IN 2"0 WITH No, 8 GU COUNTERPOISE WIRE, DIRECT BURIED. HATCH MARK INDICATES THE NUMBER OF L-824 GABLES X EXISTING TO REMAIN XR EXI5TIN& TO BE REMOVED AND RETURNED TO OWNER XA EXISTING DIRECT BURIED CIRCUIT GABLE TO BE ABANDONED IN PLACE. CODE LOAD CALCULATION EXISTING LOAD 5Q6OW ADDED LOAD = 690W DELETED LOAD -120W AV JUSTE > LOAD= 4450W THEREFORE EXISTING '1.5 KW REGULATOR "GSR" I5 ADEOUATE No. 2/0 GU GND TO 5/4" x 10'-0" GU GND ROD (2) SETS OF(5) No. 4/0 XHHW, 2" G IN EACH 15K\/A HD FUSIBLE DISCONNECT SWITCH 2W IOOA &OOV 1, ALL ITEMS ARE EXI5TIN6 UNLESS NOTED OTHERWISE 2. ONE LINE DIAGRAM FOR REFERENCE ONLY. NO WORK UNDER THIS CONTRACT. PANEL "HA" FOR APRON LIGHT5 AFFECTED BY NEW DESIGN ONE LINE DIAGRAM VAULT RECEPTACLES LPN -25 BEACON 2,2501oiN PANEL "LA" CONSTRUCTION NOTES• COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT Z & H Engineering, Inc. 717 WEST DUNLAP AVENUE PHOENIX, ARIZONA 85021 PHONE (602) 997-7536 HOLDING APRON ELECTRICAL DETAILS E-1 s- 97071 FILE: \RIVERSID 97050\FR10.DWG NAME DATE DESIGN BY: CGW 7-30-97 PEARSON ENGINEERING ASSOCIATES INC. DRAWN BY: CGW 7-30-97 8825 N. 23RD AVENUE sUITE „ PHOENIX. ARIZONA asazt CHECKED BY: AJK 7-30-97 SHEET 14 OF 33 PHONE (eaz)z84•-oeo� FAX {60z}274-7e4z PROJECT NO.. 97050 SCALE: AS NOTED 1. No rn F 62 X (. TAXIWAY "A" EXISTING TAXIWAY LIGHTING CIRCUIT TO REMAIN SCALE IN FEET 0 10 20 40 60 ,.II1r'],-1 1 1 1.o1I 1"1T11.00"'_ A L"]L7/1AI 2n�1IAI=R �E iAL AL CAL L li NO. 3211 U f ' . CONSTRUCTION NOTES 1. REMOVE EXI5TIN& STAKE MOUNTED TAXIWAY LIGHT, PROVIDE A NEW PULL BOX, INTERCEPT EXI5TING CABLE AND CONTINUE RUN. SEE PULL BOX DETAIL 4 ON SHEET E-1. 2, INTERCEPT EXISTING TAXIWAY LIGHTING CIRCUIT AND REROUTE A5 INDICATED, ALL NEW CABLE TO BE IN CONDUIT. SEE DETAIL 1 ON SHEET E- I. 5. EXISTING STAKE MOUNTED LIGHT TO BE REMOVED AND RETURNED TO OWNER. 4. CIRCUIT CABLE IN 2"C. SEE DUCT FOR TAXIWAY LIGHTING FA DETAIL 5 ON SHEET E-1. 5, BASE MOUNTED TAXIWAY EDGE LIGHT, SEE 1;T -:TAI L 2 ON SHEET E-1. NOTE: SEE SHEET 10, NORTH HOLDING APRON ELECTRICAL GEOMETRICS FOR LIGHTING LAYOUT COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT Z & H Engineering, Inc. 717 WEST DUNLAP AVENUE PHOENIX, ARIZONA 85021 PHONE (602) 997-7536 NORTH HOLDING APRON ELECTRICAL PLAN Erni FILE: \RIVERSID DESIGN BY: DRAWN BY: CHECKED BY: PROJECT NO.: 7050\FR10.DWG NAME CGW CGW AJK 97050 SCALE: 1" = 20' DATE 7-29-9 7-29-9 7-29-9 E--2 SHEET 15 OF 33 PEARSON ENGINEERING ASSOCIATES INC. FA 8823 N. 23RDAVENUE SUITE 11 PNOENK ARIZONA 85021 PHONE (802)264-0807 FAX (602)274-7542 DRAWN BY: CHECKED BY: PROJECT NO.: 7050\FR10.DWG NAME CGW CGW AJK 97050 SCALE: 1" = 20' DATE 7-29-9 7-29-9 7-29-9 E--2 SHEET 15 OF 33 �►I!��'��!�I Cr) U W 31 32 . 33�— 0 34 35 36 37 38 40` 41 42 43 44 Exist. Direct Burial Electrical Cables 5 Storm Drain Manhole, M4 Sta• 44+3.7.5, -137,5'-._Rt• PIPE CULVERTS NO• NUMBER & SIZE LENGTH PROFILE SHT NO, O 1-48" STORM DRAIN 5019 17-18 O 1-48" STORM DRAIN 501-9 18 O 1-48" STORM DRAIN 501 ' 18 Q 1-48" STORM DRAIN 337' 18 _ . - a 4 7 5' Rt +00, 13 .. - 6Now -Catch -Basin InletLO. �~ M -- - ____ _ Sta. - :36+00- _ . -- -- Q_ _ 174_8.. _ Rt. _ - - CONSTRUCTION NOTES T rI _..._. r - I all � — ____ _ .___. _ __. _ 3 Existing10" VCP ' Q _ : thole to field very exact r Y OCa IO : ......... Sewer. Protect ct during construction. 0 - - - O Install Storm Drain Manhole, `- 5 5 -_ Storm Drain Manhole, 7 3 Sto - - M2- 5 - - -- Sta: - -31 + 00; ._2-1-2.1 ' Rt. _----- _ - - _ __ - - - Catch B i -- as n n -- Ie , 10 _ _ ` �.: TYP e 1. 6 _. ...... . . ..... _... _ _ __._ _ . - _..__ Heavy Brash O� � � OO r.N, V, _ - _. --- - W - _ _ O � tiles _ n i Burial O Remove exis � 43+00.1 00 t Z r 47.5' Rt. to 303' Rt. ..1 - - - — _ --- - �� -- - Bank I w/2—No. 8 , P5kv L824 - � o 0 �, Electrical ----- Counterpoise Wire. 0 O = Co e Copper Coun _ _ Sta• 43+009 47.5' Rt. to 85' Rt. __ S 100 150 T O O - & 195' Rt. to 303' Rt. �-T:i10 S.S — _ - - --Ah --- _.. - - 10" : - tall 1 10 - -_— S. - O L.F. of new _ S As 0 - i1 �-- — Install Concrete Encased 2-2 PVC 5 o , 0 2.5 5 10 15 S.S.Duct Bank w/2—No. 8, Skv L824 - = O Type C Electrical Cables, 1 No, 8 3 Copper Counterpoise Wire, -�. Sta. 43+00, 85' Rt. to 195' Rt. Ile oq i:.........:.........:.........:........•:.........:......... Z lv:.........:.........:•..•.•...:.........:.........:.........:.........:..... v Z R&n EI e v. 1335.10 ,; in _ .......�.................feel .:.........:.........:.........:......... 1340 I— L Q :.........:.........:....Proposed Grade .........:.........:.........:.... M :......... : .......Rim Elev. .. ..1,332.45.:...................:............ : A ® New Storm Drain :..................:.........^.......:.........:.........:.........:....... - .:......... ' 0 Grate 1335 O � � — � � � o � Elev. = 1330.0 6 -. 1 -- — . --. _:.... — _ _. _.....:.........:......... ' .. : : + Rim Elev. := 1331.13 'i' -- — _ — _____: — .......:.........:. ......:.... -....:.........:.........:.........:......... ' � � 0 � Existing O— — — -- ---:.........:.........:.........:....... LO 1330 : _ v Z New Concrete Encased .......Z ................:.........:.........:.........:.........:.........:... .......:........ .. � � �`' —_ � � Duct Bank: NEW OWN 1325. • !- I — — .......................... • .. ; .....01010 i -- L. 48" STORM DRAIN 501 L.F. 48" STORM DRAIN :501 ' 'L: Feb48t • -STORM DRA•lN...:...................:......... 337... • . M l�J �:) 1:1 :S = '0:500% : ........ :...................:.... . 1320 z S - 0.300 S 0.300 tWE LJ :Sta• 44+.57.5, 137.$' Rt. .Storm Dr4*n Manhole, M4 4 M 1324.69 44 1^(�•/�. V : : : :Q) I l • E• = 1323.00 ........ . ............... �o COUNTY OF RIVERSIDE — FRENCH VALLEY A�PORT Q N c :.........:.......................:.........:.........:........... Exis t in q D irec f EAST SIDE STORM DRAIN &GRAD ° E :........... . .................:....... Burial Electrical WG 0 c :.... • ....:......... Cables :.................. Z & H Engineering, Inc.Rossr Op .� o '0 N 7P7 WEST DUNLAP AVENUE /�4� �• if ° N i M , PHOENIX, ARIZONA 85021 ti ` �� PHONE (602) n .........•....... � � M ......:.........:.........:.........:.........:.........: � co � � : : : 997-7536 �'� �`�" �F, s . Ile.................. • ..................:......... ' ... ST SIDE STORM DRAT ., _ M II :.........:.........:....... II ............................ EA N ' 14a. C 041303 3 ..:.........:................... PLAN �xl�. 3... .�W V)�� & PROFILE Nlow Ile FILE: L:\RIVERSID\96074\FR18.DWG NAME DATE �9 OVI ��?! 31 DESIGN BY: ��` 10 32 33 MHR 04-96 �,F GALE 34 35 36 37 38 DRAWN BY: KJH 04-96 _----� 39 40 41 42 Wool CHECKED BY: MHR 09-97 43 PROJECT NO,: 96074 SCALE: 1"= AS SHOWN SHEET 18 OF 33 �i Ips w .. w Appp� NR=www vmrws rAff r v I 1 0 c � A V f jjr ' Cmoi, 116;PL a N O O M /•--- Pavement Sealcoat •- W Li w w / NON–REFLECTORIZED 4" YELLOW W /. / o YELLOW PAINT REFLECTORIZED RW — 00 ° M 1 / RUNWAY MARKING (WHITE NON- REFLECTORIZED) PTI A A / / \> o i \ TIE --DOWN NUMBER DETAIL TIE—DOWN MARKING DETAIL DETAIL 'A' < \ A �� z \\ // 6» Wide Yellow Taxilane f /l/ �° °°\ "� ^ j \ • O- f� Z \ # - Markin 6" Wide Yellow Tax' / Centerline Marking (Typ) D II/ ) Tre Down g See Detail, This Sheet Centerline Marking (Typ) Ilei ` Tie -Down \ 4 04a'\ r o I— J .......... :... :.... ::.'. See Det 1, J ... . .. .. . . . a. :'.' :.. .5 .. 17...1 .. .5.... 0. .. 1.7....?.5'::::0 a.::'::' :.: T :..:::.':.:';<:,:..:._:.:�:.::..:'.:::....'...:... \ M SCALE IN FEET a. :::.:':::.:': ':...: : ':::.. :: ' .:'::.......: .......... . . ::...:.. ... esti I....... .. ... ; `` o Match Ex n Z 9 .:..:: •.'....' ........'..::.•..:. •::.... ..... .. .. ........... .... .. ....... .............. 30 60 120 1 SO a.Striping 0 .. :: f� :o :' . - :' '? — w- :.. �- ... .... ...r. / .. - .... LU .. � lam" .... / ......... . .. ... (................... ....a...... ..... aamam / ! ................. ................. ........,� �Q:.... ....... ..... ...... .•�� Tri yP� • / r� ... ' ...: �Ld{ ::..'::...'::..' . .... .. ... ... . • .: • Q . i ........ ........ .... .. .............. j� ....':'Q:.. :.... ........ ►, aCal— .. ........ ... ... ...... ... ... .. ... .... ..... ... ..... .... ..... ..... •r , O �i /' o- +� .... to • .. : o- ... ........ . . ..... ..... . l.. .... / / f !t?: ; :a:. % / Q. / ...... .... .. . ... ........... . . ..... ... . 40 wow �1 Mal 4 ... . .... . .-. . ::.'. . CJ. 00 ....n ..".. ice. ' ..'. aaaa - C?:........ O }�aaaa-0 T T / � r ..• / ..... : . . . .. .... ::::......':::.::. :..' .... :. Q i d' ... i' .. . .... .. .. .... .. . .. .. Offimmeh 1� 1_ L /� I fJ C f7 _ fl fl ;... �.' 1 f Match/ E . . xis ................. . ... ......... ..... ....•..... .':tit ... .. ...::� :.:' �.'...' ••.Q' • .... .......... . Q ....................:: r :.......... ' i i / '•'• '�'� •' Strl / '. '.'.....: '. ' 1 ' 1'. S :..........:..... ..... :........' ...... i g .. :...... ... .'•4. ...................:1.1.5.................... .... ... ... •:'.... .. / .... / i '.:... .. :'Q.' Z .. ..... . ................. 0. : �' N �..................... :0....... / ...... �'.............. ..... :'........ 2 �. / �A.... :....... ,.. f. �........-1 :. ... ..... ' •gip ..... .... .'. `�.. .. . ... .... . .. .. .. �_. ......... ... .. ....... . ... �.Uz :.II :......... ............ E- .. . .. ..... ... ... ..t11 k .... i} .... ...... .. .. .. ..... ... .... ..... .... ... .... . ..... /.n ................ .. .. .. ) ..... .... ... .. .. .... .... ..... .. .... ..... 7j•�, .... ...... .. •'Y• .'1... .. yf .... ... ... .... ..... .............. ....... ..... ) �{. ... ... ..... .. ... .. .......... .. ... ..... ... .. ... ' / t' ........ ....... .. ... .. . ... ... ........ :.... .... aLou ....... .. ..... ... ...... .. ... ... .... ...... .. ... ........- ... ...... ... jjjjjjj`y•••///111l```,,,��7777,,,jJjJjjJJ�� ... . ,.. r. .. . .... . .. .. 000DO V) ,. _. ..... Z o A2 5 •Ld .. . R 16 Wide Yellow �• ✓ ::::::...:.:.:::::::.:. ® �° to "... ' Marking (TYP) :: r. _ , . Runway Holding Q ::.:.....:..:.:• ,..� .. _ ~' Position Markings Runway Holding ...:..:::..:::..:... .......... :::.': .; . ' CL .. .:::.' ::. J.:.:.:.. _ :.. .. r ... See Detail, Sh t. 25 Q Positron Markings n :... '..;� ' w : • „ , 18" Wide White Runway 18 Wide White Runway 6 Wide Yellow Taxiway- W o See Detail, Sht. 25 ::"............. " Side Stripe Marking Centerline Marking Centerline Marking .f o _ .'.' .:: w '.' :..;::':;:;:' J f ILA 200' See Detail 'A' See Detail 'A' I 200 .......: 200 200 " :. h This Sheet This Sheet 1'.':.'.:.:.:.:.: f:. ..::::::::: . ':':':':'.'. ' ® U . %. 4 •. . �. „� .. .... .. .. ...... ...... ..... ... ... .. ....... / ...... .... ..... .. .. ..... .... .. • V .. ... ... ............ ... .. .......... .. .. ....... .... .... .. ...... . ... . . .. . . .... . ... .. ...... ... . ... .... ..........' .'!..' ..' f' �.. f f . .... .. .. ..... ... .. ...... ......a. .... .'/•. •.... .. .. ..... .. ... .... .. . A� :, _ .. . . . .. . ... �' ...... ...... .... .. ... .. ... ...... .. .. ..... ... .. ........ .. .... ....... ......... .•%.... ........ ....... ... ..... ........... ......... .. .. .. .. ..' ...... '. .•.......... .• ..... ... ...... ... ....... ... .. ....... ... ........ ....... ............ ..... ... .... . ... .. .. .. .... ........ ........ .l.... ... .�.. ... ...... .... ... ... .. . ...... ..... ..... . •�• ... .. ... ... .. .... ... ... .. .... .. .. ..... ... ............. .. .. .... ..... .l.. :y... 0 6 D r�� 07 ' 120' 80' 140' 96' 140' 80' _ 120' 80' 120' _ 80' mm -_ 120' 120' 80' 120' 80 _ 120 80waam— __ O 0 + O L COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT NOTES RUNWAY, TAXIWAY, APRON PAVEMENT PRESERVATION Z & H Engineering, Inc. 717 WES1 DUNLAP AVENUE e white non-reflectorized paint. All runway marking shall b PHOENIX, ARIZONA 85021 "jt�'-jv PHONE (602) 997-7536 ;' j mall All taxiway and apron marking shall be 6» yellow reflectorized paint. SEALCOATING &'; • �.3-wow9 p All tie -down numbers shall be yellow non-reflectorized paint. o MARKING PLANS me O O See detail, this sheet. J + FILE: L: RIVERSID\96074\FR26.DWG NAME DATE + O d- DESIGN BY: MHR ._L ,,; Ln All aircraft tie -down marking shall be 4 yellow reflectorized paint. � DRAWN BY: KJH 05-97 M CHECKED BY:MHR 10-97 SHEET 26 OF 33 PROJECT NO.: 97050 SCALE: 1" = 60' 9/2 go& MA r` 0) I U) 0 SCALE IN FEET Z 0 30 60 X 120 N Lit = . ,v...,.-.,.. _ .- Uj I £} 1 r �1 a -I -J o -T-0 a -T-0 �-T-0 � T T' T` T T T b b b b 4 �" Q :4 �, » g r t' - .7 �, V) 1' .1 ' 1 1 1 ..M o- - -0 o- -1- --0 t�''1- --0 o- J— -0 , o- -L -0 o- 1. _U o- 1 -0 . L . . --0 C3 -0 . a -0 o--03 r3 + � .'.'.'.':.':.'.'.':.'.'.'.'." :................... (0 k I,11-- . ,.. ..b. b . �_ ..s.. W.r. �.. __ .., - � . _. _.._. - . IW..".. W . ----. o..�.. ..K . . �.. _... ,. _�., .X; 1 j. NOTES All runway marking shall be white non—reflectorized paint. All taxiway and apron marking shall be 6" yellow reflectorized paint. All tie --down numbers shall be yellow non—reflectorized paint. See detail, sheet 26. All aircraft tie—down marking shall be 4" yellow reflectorized paint. O o -T£. c+T fl o -.I -fl o --T -0 o-T+� o -T{? o -T HT. T. -0 o- T fl a T fl 1. '. oI I.iII I. 1 I. I ..VI..., ' I. Ii,I.�.II . I .. I.I..I. I4 - 4. I ...I—I..—. .iII I..I .—I�...I. -..,.. I. I I III.I I..I-.... .I I I...:.� ,.I -' /I.I:V4� II 0. -% I.I % II II*I I O Mp tch Existin _ b b b Match Existing b b b 9 4 4 4. b Q b Q Q 4 Striping NORTH HOLDING APRON + �` - o $tri p i n g 3 a -1z '-0 o- L 13- -L 0 r} -� - —0 . o- 1- ' " o- 1 -0 �I fl o- 1 —�-1 G� -0 1 t w T 3 .-...::�II'-:.I . II.I::IlIV"i. . � ...IiqIII 'I . II I..II.).,.II .i I ..I1 ..II::II .I I.- t , = O , N — — .. . ....= I.*.�. I,I -II.�. .I.. I. — . . I. f .I..iI � .: ."EI I.f . ... � M::I. IdI. mII.. I EI :I'. .I. I o�IN.I . �..I II. . ::....:........ :...: ......... ................... J . .. ..........-...... ............ ........I.I.I............................................. IIII. ... .. ........ :.•.•.•...................................... I ... ......... :.:.::.:.:...........: I I ......... .......... .......... .. . Z . . .:.; .. ....... :e. »; ' ...... .:....... .......... O :......::.....:.:::...:::: ::::.::: :.:.:..' :..... ::.. :...::............... :...::..::...... :.'..:...... :. A:::.. ':':..::...':: ............I......................... :........:.. . :Y: .... �:N ...... ... .. .. ...I..... ...... .. .... ...... .. ...... .. .... ....... .. .. ...... .•, .r�• ......... .. ....... ... .... ....... ... .. .. .r• .. .. ....... ... ......... ... .... ..... ... ... .. .'t.: .•f'. .... .... ..... .. .. ....... .. .. ..... .n .... .. .... ..::..:.•:. o . .. ... .. ... ... ..... .. ... .. .•. •.•. .....•.... ... .. .. ....... ......... .. ....... .. .. •.•. .•:.•:...•... .... a .•..... • .... .. .... .......... .. .. I. . I%.... .. .. ... . .. ... ..... .. .. .... .. .r•...... ..... .. ........ ..... ...... ..... ... ..... ... .. ... .. .. w . ... ... 1• ... Q .. ....... .. .... — ... ...... .. ..... .'r:'. .... is -•. •' ..-.-.)...ILO y . .. o 00 .::•:•: N� Runway Holding Position Markings ..j .I I See Detail, Sht. 25 :::!.: �• °° 18" Wide White Runwa 18 Wide White Runway 6 Wide Yellow Taxiway Y Centerline Marking Centerline Marking Side Stripe Marking N •.:.::3; • ::�::::.... 64,f" :::.1 w II IIIi I1 II II 'T I. X 1w^ ..:.. • . U v, . n., ....... w . :.; ... •.•:::.'. :..........:: . I . I ...'.•..'.• .. ..'I ..':.'.':.' .............. _ .... - ..... ............. ,...:.. . 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V,. .. f'... . :.;.C. . ..... :. - - -..... ......... �3 ..:. ..... . ...... ..j ✓:.. . LO VIIIINDF�l 120' 80' 120' 80' 120' 80' 120' 40' 60' 40' 150' 20' 80'7 120' 80 120 801118 � 1 150' Aiming Point Marking 0 + LO 1000' 0 0 Existing Pavement + � .'.'.'.':.':.'.'.':.'.'.'.'." :................... (0 j v / Q Z IL W Q Z CL To WHITE ( NON -REFLECT PAINT d- DESIGNATION DETAIL IIIIIIIIII A ft 0) w 0 F� LEGEND I. Existing Pavement .'.'.'.':.':.'.'.':.'.'.'.'." :................... Sealcoat Pavement t Seo COUNTY OF RIVERSIDE - FRENCH VALLEY AIRPORT RUNWAY TAXIWAY APRON PAVEMENT PRESERVATION ") Z & H Engineering, Inc. rnn. 717 WEST DUNLAP AVENUE PHOENIX, ARIZONA 85021 PHONE (602) 997-7536 SEALCOATING & MARKING PLANS FILE: L: \RIVERSID\96074' DESIGN BY: DRAWN BY: CHECKED BY: PROJECT NO: .97050 \' No. C QA,1309 - 7.DWGNAME DATE I, . - W z MHR 05-97 VVIVIVIVIVIVIVIV Off. CAl1F��'/ KJH 05-97--.---VIVIVIVIVIVIVIVIV -� VVVVVV MHR 09-97 SHEET 27 OF 33 SCALE: 1"= 60' 29 • r r r'�r-aeu� E LdvJ elffA