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HomeMy WebLinkAbout08-7464 (2) -- I T/L F. T/� "F2' • •aR',ES vAR'E5 t0 '2 5 12 5' t0' I vAR'E5 TO' IC' SO C SC SODSOD SOC ES II Ji ADDITIVE BID LPA L \ GROUP ° \ {II TRANSPORTATION CONSULTANTS \ 45G3 WOODLAND CORPORATE BL \ vD MArcH ExI�T �. BASE BID \ \' SUITE X00, TAMFA, FLORIDA 33614 (613) sag-]692 iCENSE NUMBER 000C4307 . /i /✓�/�i?_/ \ 2. &TJMINOUs SURFACE COURSE (P-a03) ".'" o.�,°°'"�^o.. //��/' HJ TA295033 LIMEROCK EA SE COURSE (P-211) No:.A. 9'.TUMINOUS SURFACE COARSE 'a-403) \ r/�'�/���� \ 1, SEE GRADING PLANS FOR LOCATIONS OF MATCH EXIST \ A„ r- \6 STAB41ZED SUBGRADE - LBR 42(7 60) SECTIONS GROUND LIMEROCK BASE COURSE ( L11) 2.SEE DRAWINGS S-1 & S-2 FOR COMPACTED SUBGRADE (P-152) ADDITIONAL FOUNDATION REQUIREMENTS \6" S'AB41ZED SUBGRADE - LBR 40(P-16C) COMPACTED SUBGRADE (P-152) TYPICAL SECTION TAXILANE 'F' (SECTION G—G) NTS TYPICAL T/W "F" STA 53+0000 TO 56+19 99 FACE OF EA ERIOR BUILDING WALL t�w5gN8 ACCESS RD NO Des<rlPnon Dote 6y 1 CROSS SLOPE REVISED 6/27/C JNG TYPICAL SECTION REVISED 7/31/0 JNG __ vARIE VARIES 2' 9' 9' 2C' 2 MATCH EXIST PARKING r---- FINIsHINc FLooR � �✓ARIES T—HANGAR � FGR EL) ��'1 �z MAk NDTcH� D, 6 �_c� °' �� DEVELOPMENT T—!4'N-4R TYPICAL �I GROUNDExIsT SECTIONS`jT 4' CONC FLOOR SLa3/ oANFOUNDATION DWGS S-I CONC SLAG � SEE SPOT ELEv, \ r__A,P PRCACT.'+UMBER MONOLIT 2 HIC SHEET GD-1 PRIME COAT (P-602) a 7-II CKENED EDGE PER BU+LDING DOT vM nt,MeER o SLAB FOOTING MANUFACTURERS STANDARD 2" _1%IVINCUS SURFACE COURSE (P-AO3) _-__ \ a" LIMEROCK BASE COURSE (P-211) TYPICAL SECTION - ACCESS RD (SECTION H-H) o L� 6" STABILIZED SUBGRADE - LBR a0(P-t6G) REVISIONS FOR N.T SECTION H-H AT _S. COMPACTED SUBGRADE (°-152) BLDG. "E" ONLY. 0 0 v { n0#OP 400090 JAMES N.GOOOWIN,P.E.40995 Da:e SHEE'404809 JULY 2007 8OF38 38 _a,e AS SHOWN T S-4 ----r----� Sto. 64+50.61 ! ,j SEE PAV �r TIE-IN DETAILEMENT s' MIN AJ (p DWG TS-5 SIo. 64+ 1. N=1 99+.1.922 MATCH LINE SEE DWG. SD-2 N= x1679 .922 E=601711.18371 — ___ — T/L -FS- — Rt0 100+00 101+p0 < 102+00 c la. E4+97.04 T, = _ S�tor,65+1 7 37.50' Sla.S+45.61 102+68.50 r/L 'Fs T-HANGAR BLDG."F" THE L Slo. 6 21. s' LPA 5' MIN 1 b5 Slo. 65+21.61 GROUP I e I . L < TRANSPORTATION CONS(ATANTS %AL — 1 4503 WOODLAND CORPORATE BLVD. BETE SE� AVfMENT' Sb. 6S+55.00 -- Di ` PT-HANGAR BLDG."B" - S .fo 65+68.04 T/L L 'Ft'=1 137.s I L o suITE 4OO, TAMPA, RORIOA }3614 owc rS-5 - I Bt3)889-3692 $10.-90-+b090 f 12. l CORPORATE LICENSE NUMBER 00004307 Sla. 79+29.58 I i I c 1T7VE` — Desr9^= cN<c�<a or ( YP. 92+DO AF ,rq 7 S4 L43 S�o. 79+79.78 I SIa. 65+83.23 r" ACCESS R0= TA2 5033.. Sla. 6S+75.61 RJ ocri MJ<p^ I TA295033 S• ( STA. 79+96.00 < a I ,P I Sla" 66+09.1 + N=1416729.8482 SEE N EME T 37:375 o I JJ• r E=6Ca820.3690 TIf-IN RETAIL I _BE ( � 8 TWG TS TS T ! Sia. 66+16.62 CGNCRE7E wALKwAr-�� _ _ _ f /L "f3" _ _ _ BID 12. Lf— SENER CLEAN-OUT �^{ 8 +00 81+00+DO 82+DO S+o. 66+22.04 T/L 'F I'= — T_HANGAR BLD E-- h 1 < SIRE HYDRANi� 12, la—87T6&$0 Slo. 66+37.07 S CLCE Slo. 66+70.61 ONE STORY 1 36.5' MASONRY BUIL INC I2.50 RI • y F�N�SH FLOGR y ELE✓ATION = 59 3 Sto. 66+x6.61 1 'WATER ,AL✓r 137.5 ( 510.066 L80,1 1.50' 2 HANGAR BLDG."A" to. 66+93.04 r L 'F1'� SID. 70+00.00 T/L F2 12. 1 _ W _F€ 7/L "f2 _ PT!140+36.42 WATER METER — — '7- — Sla. 67+00.61 o x 71+00 q 72+00 �, �x O1250' RI / 1 N=1416912.0742 ^t 4, r0" Q Q JJ.• N 14166 2.0751 Tor E=6050"1.5930 Jar 0 Q a 60509 .8188 R-35' ? o ———————————————————————————————————————— 'B'r 6+37L R5 STA. a9+96.00 1° JJ, SIC. 53+15.31 d` W N=1416+96.9057 I PC 140+05.00 (A p E=604912.0707 _ _ 5 +DO 51+DO — — No DescnO bon Date By 52+00 S3+Op N=1416881.0799 — '' N o��p00 EVISE PVMT. LIMITS 7/31/08 JG E=605124.7516 — ` �a ti0 ELECTRIC ..4+ Q r O"y 0 Sic 140+04.25 TRANSFORMER PADS m _ STA. 49+96.00 • a ` • — _ SSx `'�° E ACCESS R0= N=1116636.1102 00 + + a Sla. 52+68.50 T/L 'F'= '� ! SIC. 72+51.75 E=604919.4069 m n. a I c N e Sla. 67+47.Cd T/L 'F1' n N 50' TAPER /\ PST 5� E T/L "F2" 50' TAPER u - 5� T-HANGAR DEVELOPMENT — — — — — — — — — — — — — — — — — — — r — -- —• — .. n a 15.0 '115.0 - - _ — — — — f P755+6999 m ' �� • OMIT OF SuPvEY - "SO.. I °PIS STAKING AND EXIST M E S +� DEMOLITION PLAN Ex15T M.E.S INv 79 58 • m = 7991 = 65.00' RT • /o \ � • m � 65.00' LT (— �E REMOVED)- \ • (70 BE Rr'MOVED) • • SID, 56+19.99 Sta. 56+19 99 oN T1E TO ExiST EOP { TIE TO EX1$T. EDP 18" PEWFOPCED CONCRETE PIPE N t1 wVE.RT = 78.97 w, 79.58 E SEE PAVEMENT T/W A (70 BE REMOVED) / \ TIE-IN W DETAIL DWG TS-5 DOi Cu NUMBER. TAXIWAY - A - - - -- - - - - - - _ TAX I WAY - A $l0 56+20 30 + DEN1ELL "F•' o 0 1 EXIST TAXIAAr TIE TO EXIST SOP v 7: CONTROL PO,NT II STRPES ° LEGEND ELEV=83 79NAD'88 Q (TO BE REMOVED) N=?41689969.1 .�.I. ® EXIST. I- NOW. ASPHALT E=605055 00900 SURFACE COURSE II (TO BE REMOVED) >_ o O NEW ASPHALT PAVEMENT Q O � 8708'47' D 90'00'00" T 61.6x0IS T 20.0000 EXIST. CONCRETE PAVEMENT R= 65.0000 R= 20.0000 A= 98.8644 Ae 31.4159 -86-- EXIST. ELEV. CONTOUR —s} — PROPOSED ELEV. CONTOUR / EXIST. (DOE OF PAVEMENT L- = EXIST. STORM DRAIN PIPE f'� EXIST, T/W EDGE LIGHT 0 15 30 60 ENGINEER St RECORD (TO BE REMOVED) • EXIST. THE EDGE LIGHT JAMES N.GOODWIN,P.E.40995 G<w SCOOT NUM9ER JULY 2007 10 OF 38 AS SHOWN O R.r4 N,.moa SD-1 _ _ _ B FF EL.=87.87 C� SEE PAVEMENT-T-4- TIE-IN DETAIL CWG TS-5 v _ _ = MATCH LINE SEE DWG. GD-2 I ° IS 1 6 T-HANGAR BLDG."F" H�-I - fIH ELEV.=87.53 © <FF EL.=88.15 C'® B THE TIGAL B C GROUP PETE SEE PAVEMENT = P LIMITS Of CONSTRUCTION AND PIKE --Scars sMC T-HANGAR BLDG."B" / GRASSING/SODDING 7RANSPORrAT1oN cORATE wrs — — — — 0 450}WO(RIO)O CORPORATE BLVD. SUITE 400, 7gMPA FLO"0A 3361.4 9-3892 — 91+00 —L `(1" — t� TEMPORARY CORPORATE LICENSE NUMBER 00004307 _ FF EL.=87.82 C _ BID. S19 9 EL. 87,75 I SILT FENCE _ Gmae4 ep O SEE PAV1EME T - + S— EL. 87.75 O33 TIE—IN OCTAL B I TA2B5033 nol« DWG TST5 - - - + CONCRETE WALKY,•Ar— _ — F T/L "F3" BID ELEV,=87,49 C� 0 10 20 4 I I,SCE LIGHTING DEMOLITION PLAN FOR SEWER CLEA,v—G;;T ^I i0 S— 81+ S_2 �® —�� T-HANGAR BLDG. "E H� I II O ADDITIONAL DEMOLITION WORK. AIL 2+0 S-2 e�� FIRE H�DP,A.NT� i ELEV,=87.3 - - �®H 2 PAVSOEMENTS,A 3 EDGES,EDGES,OT I ALL L SLOPES L 5. �� GN'E STCRr E� F� MITERED END SECiONS F OR STEEPER, AND UAS ND (SHOWN INNLETS D MASONRY BUILD% FR EL.=67.89 S-28 FIN"SN FLOGR - --- L THE DRAINAGE DETAILS, ELEl'Anp,v 87 B - WA'ER VALVE x -HANGAR BLD ."A" C . A S-23 1 S-26 - 8 .70 E I� EL.=87.60 - I- - WATER METER �, _ _ -L F2• LEV.=87.20' * +0O - { _ W FR EL.=87.68 N-1416912.0742 Q Q 16 - S-2 -25 o e - - ------- Q m W _ _ TL "F Q EL-87 +00 51+00 52+ , CO ED ELECTRIC 3 REVISIONS _ p No COT.ELwn Dose By TRANSFORMER PAD 1 ELEV._ADDED FOR - 7 07 0 JNG S G CLARIFICATION 1 EVISE PVMT, LIMITS AND 7 SI 08 JG S-31 RADINC I TEMPORARY O-___ o I T-HANGAR SILT FENCE °% •••! 11 1 DEVELOPMENT E®I F®I 1 I G<I 1 GRADING AND " I CONSTRUCT MES (� o I " —————————w I . ® /Co \ DRAINAGE ______—_ e on 1z" x.,Ia" HEacP -------------- o ----- ------ -_--,_ -__-- __l _ --------------------INY 7STA. 9,0-_2 RT I T uAq SEE PAVEMENT _ TIE-IN DETAIL / \ FAA AID PROJECT NUMBER: DwG Ts-5 TAXIWAY - A - - - - - I — — — PDOT FM NUMBER TAX(WAY — A — — LEGEND 0 o EXIST, 1" NOM. ASPHALT I, CONTROL POINT /I c SURFACE COURSE NLE<6819 996 881 I o TO BE REMOVED E=60505690900 NEW ASPHALT PAVEMENT L• .•I EXIST, CONCRETE PAVEMENT -- EXIST, ELEV, CONTOUR n PROPOSED ELEV. CONTOUR ---- EXIST, EDGE OF PAVEMENT EXIST. STORM DRAIN PIPE N a EXIST. T/W EDGE LIGHT I(TO BE REMOVED) Q EXIST. T/W EDGE LIGHT / I—•a.— TAXIWAY OBJECT FREE AREA /� N Q NEW M.E.S .v S—1 DRAINAGE STRUCTURE N0, 0 15 60 10051114 cs REcoRp __________ JAMES N GOOOWIN.P.E.40995 i —IT MUMBER- f JULY 2007 120F38 38 So,, Cog NumDe+ AS SHOWN GD-1 _ - SEE PAv£MENr�I 1 S-4 B FF EL. 8797 Cd 61 TIE-1N DETAIL d11i t , MATCH LINE SEE DWG. GD-2 iI oG — S-1 1 +oo —Y 4 102 — H , . • (ri1± 'f • SLi1ii 1 I I I L HANGAR BLDG,"F" -- r I .& 1 s ` ELEv:=x7.53 8 � THE — F i F EL Ba /.C B LPA ,. LIMITS OF GROUP e B C $-11 CONSTRUCTION AND Q / GRASSING/SODDING TRAtyMTATION CONWANTS TICAL RETE ` SEE YAVEIAENL• ., 4503 WOODLAND CORPORATE BLVD. PipE T-HANGAR BLDG."B" _ = -`� rf S SUITE 1,,T Pea's-38 2DA — — A'1NI 33674 TEMPORARY FENCE CORPORATE SE BER 00004307 EL.=8782 ri D .r. ChedM r S 19 . I + Tsdv,ktarc ro um r 00 / w 1 S_ i I W TA201M I I I SEE PANEME T :,s 4,N 8 - f _ ,... ... ' TIE—IN QETA L I - e' + DWG TS S - i • ° ELEV.=87.49 C 1,SEE LIGHTING DEMOLITION PLAN FOR CQNCRE7EWALKNAY T f E TEL 5 ` £` `' — 81 �` ADDITIONAL DEMOLITION WORK. H D G."C°—Ha -/ : �H 2.SODA 3 FOOT STRIP ALONG ALL I #' t T _r -.._ PAVEMENTS,EDGES,ALL SLOPES 5:1 Q p1R HYDrANT 1 *� Etq F� MI ERED END SECTIONS AS SHOWN IND -,._... .... •„A ._ ... #: I "{I FF EL=87.99 S-28 THE DRAINAGE DETAILS. ONE STORY _ t MASONRY BUILDIF �:• Fr ; + r ELEVATION = 87. B / C® ! A S.-�... WATER 4'ALVE x x - - - If T-HANGAR BL� A" 1 i f WATER;'METER f t /i I —. FF .=8768 ! N=141691 .0742 f� '1f' k S 2 LLI } • _ _ _� r' - F'E1�egHe {( r — 3 _ o. Description Date By ELRANSFRlI€k PAD ` ' r — a CIARIFICAETVIONDDE -- - /: !-- - - — ' -' TEMPORARY'"_;. . - .. -:. :,.c `., ; _. I.. .. _ _ :- -. _ ..._ __.- __ __ DEVELOPMENT �W SILT FENCE. - 1L :. " u S-32 - E F I .N,Nome GRADING AND r� .- I I I - _. - CONSTRUCT ES ( v • • • • • I \� • .-_.. •._. - _ • ON 12' X•18' HERCP ( DRAINAGE ----------------- _- ---- / \ --:.. IN 53+71, 4' RI rat SEE PAVEMENT ,u A.I.P.PROACT NUMBEIC / -. TIE-IN DETAIL I T/W "A" - - - - - J! - - DWG TS-5 - FDOT ry NUMBM TAXIWAY - A - - TAXIWAY - A LEGEND 7 CONTROL POINT N7 Q' EXIST. 1' NOM. ASPHALT ELEV=83.79NAD'88 SURFACE COURSE N=1476879,96951 (TO BE REMOVED) E-605056 00900 xNEW ASPHALT PAVEMENT II I a EXIST. CONCRETE PAVEMENT O --es-- EXIST. ELEV. CONTOUR n -e3.s- PROPOSED ELEV. CONTOUR ---- EXIST. EDGE OF PAVEMENT --- EXIST. STORM DRAIN PIPE N --- j • EXIST. T/W EDGE LIGHT m (TO BE REMOVED) L • EXIST. T/W EDGE LIGHT I 1%/ -rorA—TAXIWAY OBJECT FREE AREA i /r i 0 NEW M.E.S I 0 15 30 60 w ENGINEER CF RECORD DRAINAGE STRUCTURE NO. JAMES N.GOODWIN,P.E.40995 O 0at« SHEET NUMBER: JULY 2007 12 OF 38 sum« AS SHOWN Dra*'9 r GO-I LEGEND EXIST. 1^ NOM. ASPHALT SURFACE COURSE TO BE REMOVED) \\ NEW ASPHALT PAVEMENT THE NN N , ,��.• EXIST. CONCRETE PAVEMENT LPA `� -- - ea— EXIST. ELEY. CONTOUR GROUP —ens— PROPOSED ELEV. CONTOUR TRANSPORTATION C0NSIITANTS � 6 = — EXIST. EDGE OF PAVEMENT 4503 WOODLAND _ CORPORATE BLVD. k ,,�. ETORM DRAIN PIPE SUITE�0.8t38 TPA 9-380RZDA 33614 • XIST. TW EDGE LIGHT / CORPORATE LICENSE NUMBER 00004307 N fNCE \ (TO BE REMOVED) • EXIST. T/W EDGE LIGHT oe.9 r Cheded b), \a b /\�\. N "—TAXIWAY OBJECT FREE AREA m 7ecMkion: rcpct Numbs \\`1� � • vf- CAL "�q� �_ �� NEW M.E.5 HJ%M e \ t '9T NT�NHp1F '' 2 DRAINAGE STRUCTURE NO. Not, TA295033 \ B � BB . ELEV R90 2'JAD'882 N='417(07.87924 N E-6'4744 79373 1.S£E LIGHTING DEMOLITION PLAN FOR \ ADDITIONAL STRIP WNK. \ \ \ 2.SOD A 3 FOOT STRIP ALONG ALL \ \ \\ PAVEMENTS, EDGES, ALL SLOPES 5:i 1 1 OR STEEPER, AND AROUND INLETS AND ~\ \ \ \N THE DRAINAGED END SDE AILS. AS SHOWN IN Qi� A N NN\C(J I I LIMITS OF \ \ CONSTRUCTION AND N N GRASSING/SODDING ' x' \ 0 15 30 o. Desc iption Date By ` ' B A ITI QDVE SEE PAVEME AT °FA cP" x" cF" SPOT ELEV. ADDED FOR 7/07/0 JNG TIE-IN DETAII BID 1{{{��� \�\ CLARIFICATION & CONTOUR I I \ I \ REVISED n SEE PAVEMENT 60+00- 81 100 62+00 I \k \, e Nom• TIE-IN DETAIL - .: �� s SEE 1 \ T-HANGAR SAKI ARW MANHOLE i I # 87.$ `,\ ` ; \ 0/12/^/4- $ Rw ELEVATION - X8.73 ! eN(�WG TS-s, DEVELOPMENT r 'Nn (f0 B�'.ADJUSTED) or" at" 87.7 k J x - \� awh9 Nome 4'CAL �• / —�.;' Z . �.� ;P ___uA 1 .I -HANGAR BLDG.RD^ D ✓ GRADING AND ' •+{ w • , - - -,� - s:"tr" CONSTRuZT24' WIDE DRAINAGE _ � B FF \ � 131 00 T" r t32+00 GATE ON EX ST.FENCE _ S SEE DETAIL DWG F-1 — — / EL.=86.13 C I _ € - • M A.LP.PROJECT NUMBER ,� SEE PAVEMENT ff TIE-IN DETAIL t a 1 4� _ I k B DWG TS-5 ( l or FM NUMBER. - _ 87.48 ELEV. 8�.2S FD r_rD� a cg TA k 9 x _ ^G�-- c I i •• € e' ° ''� - � I TEMPORARY o $ B ' — Ik "•�, F SILT FENCE ICAL n iETE 1 I fx HANGAR BLDG.^C" - t `•, ,.,� S•-12-_ _ _ _ __t_N I C KP Ei-87.Q7 Q ____ I 1 ___ ___ ___ ___ ___ - jI '! MATCH LINE SEE DWG. GD-1 , D 112+111+00 �`` I _ a_ ST I ENGINEER OF RECORD ' "_... r- _ '` I JAMES N.GOODWIN,P.E.40995 T . I Dolt SNEET NUMBER FP EL.-08.15 JULY 2007 Y — _13OF NbAS SHOWNG0-2 R.T/L "F• P TEL "F2• VARIES VARIES 10 12.5' 12.5' 10' VARIES 10' 10' J 91 '� SOD SOD SOD S00 SOD VARIES 6. ij 2 / � ADDITIVE BID \' ' ' v" GROUP a > : '\�j�/ TRANSPORTATION CONSULTANTS / ✓ rat R r 5 +- �';� - �/ �v\ 4503 WOODLAND CORPORATE BLVD. J r i< '� \ ,�` BASE BID /� / \ /�. SUITE 400, TAMPA, FLORIDA 33614 GROUNO13)889-3892 MATCH EXIST. / . "". n` / / / '//''/j /\� -" / ��/' /. CORPORATE LICENSE NUMBER 00004307 MATCH EXIST. PRIME COAT P-602 AF ,tp /, 2' GROUND 2' BITUMINOUS SURFACE COURSE (P-403 T To 3. PRIME COAT P-602 4• LIMEROCK BASE COURSE P-211 2• BITUMINOUS SURFACE COURSE P-403 1 GRADING PLANS FOR LOCATIONS OF 6• STABILIZED SUBGRADE - LBR 40(P-160) SECTIONS MATCH EXIST. 4• LIMEROCK BASE COURSE P-211 COMPACTED SUBGRADE P-152 2.SEE DRAWINGS S-1 h S-2 FOR ADDITIONAL FOUNDATION REQUIREMENTS 6• STABILIZED SUBGRADE - LBR 4 P-160) COMPACTED SUBGRADE P-152 TYPICAL SECTION TAXILANE "F' (SECTION G-G) N.T.S. TYPICAL T/W "F" STA 53+00.00 TO 56+19.99 FACE OF EXTERIOR BUILDING WALL P✓:VI.SIONS rk ACCESS RD o. DeSaiplion Date By 1 CROSS SLOPE REVISED 6/27/0 JNG I 5' 18' i VARIES VARIES 5' 9' 9' 20' 2' MATCH EXIST. GROUND -0 FINISHING FLOOR PARKING ��\ cjr N— o (SEE GRADING PLAN 1.0� '� y FOR EL.) . �°% �—, ao! ii ��/,�/��� �� 1Q T—HANGAR 1 1/2• MAX NOTCH F.o% � DEVELOPMENT T—HANGAR 2 r 1.0% Sop peE / r4 t . Ncre: �` FS �� 2 TYPICAL •ti ����' �,. - �� f MATCH EXIST . r / / GROUND SECTIONS 4• CONC FLOOR SLAB OANDOSN�ATION DWGS S-1 GONG SLAB j y A � � � �/� AA ki.r.PRCECT NUMBER '-�•f, �fj� � �/i'��'�\ PRIME COAT (P-602 FOOT FM NUMBER MONOLITHIC THICKENED EDGE PER BUILDING 2• BITUMINOUS SURFACE COURSE P-403 SLAB FOOTING MANUFACTURERS STANDARD 4' LIMEROCK BASE COURSE (P-211 TYPICAL SECTION - ACCESS RD (SECTION H-H) 6• STABILIZED SUBGRADE - LBR 4 P-160 c N.T.S. COMPACTED SUBGRADE P-152 t m ENGINEER O'RECORD JAMES N.GOODWIN,P.E.40995 0 Dalx SHEET NUMBER JULY2007 8OF38 r xole AS SHOWN D,c.mq Nomne- TS-4