Loading...
HomeMy WebLinkAbout2012 - (#18) Baseball Field Improvements►I UM-11 r i` ft: k ,r r LOCATION 4"8 HOURS BEFORE DIGGIN( CALL TOLL FREE 1^ -® y 7 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 11E i, fie I I AL v EACH INDIAN RIVE1UNTY, FL1RID14 1 1 1 1 1 i � PJ 10L NEELmSCHAFFER Solutions you can build upon ' 20th Vero Beach, Florida 32960 e' 00008556 1 SHEET INDEX 01 BASEBALL FIELD IMPROVEMENTS MANK T: WATANABE, P.E. FLORIDA REG. No. 66735 ISSUE®: Project Number: rrrrr rr EX. CHAIN LINK FENCE 4' — 2' MATCH EX TRENCH GRADE WITH PIPE EL. 205MAX 20.0' MIN ELEV. 18.50 MIRAFI FILTER o°C "O- OO — EDGE OF SKINNED AREA / T/ MATCH EX GRADE AREA TO BE GRADED AND RESODDED IF NECESSARY SEE TRENCH DETAIL FABRIC 1. SOD TO BE ST. AUGUSTINE EXISTING TRENCH CONNECTION TO DITCH DETAIL - A RUNOFF 6„ FROM FIELDS CONC. SIDEWALK 02O J00000I - o 08080 Q °0°°000°° 1 °°° � 1 � )0 °0 © 0°� 00000 — %4" WASH ROCK z °0°0 °°0 00000 0 0TR 0000o0ooc I' 3/4 WASH ROCK 2.0' MIRAFI FILTER FABRIC EXISTING TRENCH DRAIN W/O PIPE (TYPICAL) - B EX. RIP -RAP WEIR �LEX. TRENCH DRAIN --mmmomm— IT____ _—__— ---� EXISTING BASIN / EX TRENCH DETAIL / (SEE DETAIL - A) rL PROPOSED INLET nl // V. 44477 4V 44 ,�;..� vavav cavovvf vgv4 a4pv' / /'" -4 944 V 44p4 V YPtlV J 44P^"^^ 4 P a V P P a 9 V a V G v 4 9 V P q V v V V P r V 4 1 0 Y P P, P P P POVVV OP4Va ^4Vq:a 4P V4V ' VaY JII /(j G 7-1 a O P 4 4 P 4 4 4 4 4 L V V Y 4 Y P ©4 P P V 4 3. pP pP 3p 34 rp3v 43 04V S vV VG 4 pG4' 1 7 VV 4VPVV 9V94V VP9P 44VG 1: pPJ',PPQ / 3P4V OW....,4VV43'YIIvpPp'4P4V4V 4 4V `7 f"P• 944 VVVV a VVVVSV VVVV :;.89 4«. ••dq4 / 44 a[,Y`40 POgPV VVV VOV / 4 '4 4I V I ,,JIIV Y© 74V V4 4 V V {V 9V 4 V 4 V 4 4 4 4 4 f Y V V V V 4 4 9 4 9 9 IV 4 4 4 V V p 4 V V 9 J V V V V vp 4Pc 4-pY.3:' 434' 4v va vvv P7VV `'✓ VVPV pYa4V V 9V.7VVv 4 V4p4 TV4Va- / ,Vp3VG V4Y PV VOppII3 OIIp V44 4V4VVV 4444 w 9 V P Tr 4 V V Y V V V V V V V V V 1VV17v 4 ^ V P 4 4 4 4 I I ap P VVPV pGp 9 P.4V4V V V7V4 449 VVVV* 4V4 Popp Vp V4 43 4Vp34^%' 7474P4 40411 4V pp V I a tl V p 4 Y V V 41 V 9 9 4 4 L' 4 4 4 4 9, 9 4 V V a 4 pV V 4 4Pp 4 4 34G4 w 4 4444 V4 V 44p 4 4V 4V V V4P4 VV w pP4VYa 343 344PtlP4a 4 aP3P4GpP Pr u w vvva4 vY vp v4v4o 4v 4 *'vvvav 7PvvG s"�„ p 43p V 3 4 4 V V V 4 V 4 V G PP 4Y4 J' 4p 4 ' "✓ / ( a V V V V 4 V P 9 4 9 4 V O P 4 V V Y 4 G P 4 Y a Y V Y 4 Y4 3 4 P p 3 4' P V P V V V P G 9 P 4 V" 4P4 T'444II P IIG4P V 77V aPg9q 94 4444 VV PO VVVV P4G 3P 434 93 TIV V4t 4' VVVV L 94 V49 94 VVaLaV VGV V aV40 4 944 v44v4-' OPV Ppv aV 7V Vq 4p0344 pV4B4 VVV4V VVPV' Y a V P V P V V P V V V P 4 4 9 9 V V V P V P v" .' V V V V v v3vG 3 3v p v 434v.P avv 4G 3vv1 VVVV" . vv P VVVV 4 Vv94 P 4vVV v 4v7 v 9 Y.,.77 Ps ,a 43479 1P3434 V Oa .�� 7 V V' P V 4 4 4 4 gV Br . 9 4 4 VV F? III 4 V V V 434 Vua 0 4 •r �a qV V tl' 9 V V V PROPOSED INLET g °°° °G °4 zvvVf V V V V p V V V 4 a 9 4 4 a 4 a P V V 4 Y a V V 4 9 9 G V 7tV V V V a 4 V V 44049VaV VVPapVP4p44V 4444 P4444414447 ri 7 OP G\-�^^••• P V 3 4 P P 4 V 4 4 9 V G V V P 7 P V Y V 4 V C p 4�P P V - I - �T I I. - I 4V4 V V I „Y PP44 V P 4 V q j} IIjJ ' I 1 v44 dao Gv ovav �4 G444 0444P a O G O P V 4 Tr 4 w v V Y \4 O V V > V 6.0' OG 94 ✓V 'VO4 4a V V V F q a v V 4 VI 44t pp 4'Pp4G494 aV4 \ V 409 44VYa Yp VO44 GgVq gVYGVG G4VpVL VP v4vvvvv POp4IG \ \ Jv0avV PVV9PV avavav aPapvp av ovay.. `w PROPOSED \ \ \ INL _ T \ EX TRENCH DETAIL (SEE DETAIL _ A) In", TULIP DRIVE I� II I. I I �I v i EN1) EX. RIP -RAP WEIR ROSEBUSH TERRACE ST LEGEND EX. SWALE/BASIN o -- EX. FENCE EX. DRAINAGE BASIN BOUNDARY EX. ELEVATION EX. FLOW DIRECTION EX. SIDEWALK Y P3IIYa4 p 444444P3 tt a 9 P p 4 g P P 44444YVP vv Pvvvov EX. CLAY w w W EX. GRASS AREA EXISTING TRENCH SUB -DRAIN TO BE CLEANED ® NEW FRENCH DRAIN INLETS TO BE INSTALLED REGRADE AND RESOD EXISTING SOD/CLAY AREA REGRADE AND RESOD 6' BAN --� GRADE TO DRAIN DIRECTION NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING NO. CALL TOLL FREE 7 ®® 4 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS DRAWING INFORMATION ® NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON BASEBALL FIELD IMPROVEMENTS � �( C� COMPLEX BARBER STREET SPORTS RTS V ® P L EX S E BAST IA N I N D IA N RIVER COUNTY, FLORIDA f j WORKING NUMBER: NS.00000.000 DATE BY DESCRIPTION FILENAME: SCALE: 1.50 SURVEYED BY: DSGN: FTW DATE: 0212812012 2925-B 20th Street Vero Beach, Florida®gyp I" f 32960 I- H : (77 ) 770-4707 FAX. 772 770- 64 C 00008556 SHEET NUMBER: DRWN: LGM DATE: 0411012012 - CHKD: FTW DATE: 0411012012 FRANK WATANABE, P.E. /� '� FL. REG. NO. 66735 ! QA/QC: FTW DATE: 0411012012