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HomeMy WebLinkAbout1993 - (#5) Site Plan Revised (Mylar)W i- < 0 D � ' 0 7 IE: E30 W� sn INDIAN RIVER COUNTY REVISE[) JUNE 1993 MAY 1989 _a CITY OFSEBASTIAN r w , ^ VEHICLE ,,yy�SSHINOTON�� y� 1 '/ `\ INJPICTIOM m-'9HOPCIR P R X V 3TATTDN \\� 1 . 0 • V 0 1\ 7 8 0127 9 4� E , p pD 1� F TE q � a \ f LIST ®F DRAWINGS 9r \O � 7 � P Aw a � 8IBA9TIAN JOCIAG ` 9 4T CINT'iR AND g/ M \ O m DALE WI /RO ygp ` F - VALENCIA >n \1i BOAT RAMP S E B AS T I A N, FL 32958 PARR 505, Av ANE KIE BT Loo" w TANGE _ oI. COVER S H E E T ORANGE AV _ _ _ '. R N•m•ndr Aw Sa r qw ,y 4 07 589 5330 1 ' A N A I SEBAS1j/AF/', : Woo S B A gg a CR NAVE <I' sc • � ? 2 • EXISTING LV6 SITE CONDITIONS a �+ '� Y= I A I iR \\ o s CITY F M PARKA 3. PROPOSED OVERALL PETER JONES SITE LAYOUT PLAN 0 I GS f Y AC W Aw r LAKE z A E OAR OR RO El AV � A � � � MONTE RD � =4A 1 \�T > w SWiln Aw ti j S {3Pj e D ,KFN rn > ST Ar �, L I TT I c T [-' A� 1 1 r' Qet N4 RSQk n } in lu '; . T"73TTC'i I `i�'T-- OMITTED v A O y F N f7 11 v at ddd!!! T a Aw o z m %� -= s ENGINEER Aw 'q i V LLE AVE o _ S WINBROW AVE m 1 — OMITTED AVEm C� Ic Avr _ m a M OS BY & ASSOCIATES COMBINF ER �1 I N C AT1®N F'I E L D(BASEBALL& SOFTBALL, A Avv m Rm• Aw i yr 1 � ' INC.• DTAVE ti A H A ENECA AVE GnirWn Aw. I A - ' F ?A IDB � st — "y Gp1Aw A R y — OMITTED AV � � � � od Aw .X Av 1/ 2455 14TH AVENUE DOLPHIN vE � _ 14 TARPON VE / 13 �Crndltllw gp HUNT w31 r OGDEN AVE d t7 JAMACIA y Ob •IIAv CIR VE A 8. PROPOSED PAVINGAND'DRA g Av I NAGE PLAN RIVERA VE p'r �"O� 4 O�'Pp BICKER �r flrminq. Aw AJ \. ��' L f Alr eds Av (r I uzi m $ b�•' 9�4,� 44 ♦ 1'vp9y� CIRN Nol n - Indhn A"Q�� a did _ VERO BEACH, FL 32960 9. DETAILED PARKING LOT LAYOUT Ave m .• -Aw y S EN GLAR AVE � .von Av0 � Sd r•e• � rJ0 - C�4``�O6" `•,��` Ns9�G`%� SlrE 10. DETAILED CENTER CORE AREA .A p ® yl (407) 569 - 0035 . �GRANOVEP AVE a*,�Q.� S %19� 09°O � � 11. PAVING AND DRAINAGE DETAILS 23 = o � '�` p 1eP n � EN v¢ y 1; aOp 1i�@ 24 tib�P 4 1 20 B v ��----yy BRIERY _ _ P 1 /rrnn'-T 18 ' �f•" i Y1LLA06 i GulMrumA r• u o BAyFPOP OP +� �01'P r° I OMITTED r 4Lw Yll OMITTED CATION MAP JAMES A FOWLER A. OMITTED LAND SURVEYING COMPANYOMITTED ,t IQ ! n n incr n �, n N-- OMITTED .P.O. BOX 1677 VERO BEACH, FL 32960 (407)562 - 4744 y q ; ENGINEER'S PROJECT NO. 89 -128 SHEET I OF-16 93- 202 (Pl-lASE ID a0. 1 W F- 0 a N m LOT 10 i LOT 9 .! I POWER POLE I LOT 11 1 0 ' LOT 12 10! 10 q ROSEBUSH TERRACE (50' R.O.W.) 3W-3r OMP —. _ e N 55'39'40" Ems,® _ 725.0' I l o�� �° I ~1 II II II III I .. I Ex� s t«y jNCV L I I LOT 6 I I LOT 5 I I LOT 4 1 I LOT 3 I I OT ri I- -r LOT 1 II II II II II �! II II I II II II II I— — L_ — 2.. 0 I� � POWER PME I e I LOT 13 p I LOT 14 OD tit ��� POWER z Q J !O Q N LOT 15 N 1. pa TR A,C-T F (n W • Ititiy Z� , I I I LOT 16 �tiA 0 �'h• I 1�POM POWER 0e POWER ePOLE ytiy W �� 2O.r I CHAIN INK FENCE o, 0 1 ' �— ° I_ � I Sri riv >7 s c e.s ° Tv me 21,-1-10,^ r POWER Ex 11. UGOUT M I ° ,gyp p EXISTING o powL SOFTBALL ! FIELD '� I ° Ld I ° Q N NG �I E C �t to S 4--,0H ,e---F 2- r-- N cn O tea-, T a d �r -ry ° t E t,P vex Q,}rY E s rl r-I mot -Ire r P r+s ir O C a �14FI. E1. 23.33 I W I 70 be cerno ved o eotee ° xist. STce7n �EFied to be titi • 1 1 ° • PO woe obondon pee- NQS eo 06) 14� ePOWeat P POLE LLJ M x m t 0 lapI ti I lop lop 4JI, 0 1 �y. I�S�s,EEL S 55.39'40" W 208.71' x xlb x h I I LOT 18 I 2Z Aao x I DaSTINGGAZEBO 10 1 EXISTING I lot I �I � ISTING FIRE STATION TI O N 11titi I PLAY GROUl"Z W P� 0 N h, DOS NG OrNNIIC TABLE *:& NOT INCLUDED I tiv LOT 19 x EXISTING FENCE -P , p S 55039'40" W 516.29' q N , TULIP DRIVE (�M .0. -� C40-3r - ROSE ARBOR ouio EXISTING SITE CONDITIONS 'SCALE- W=50'-0" LOT 17 9 5 e e 10k __;�o tit r W. 1 C 1>�- O.M.P. U17 EXISTING SITE DATA 1. TOTAL SITE AREA = 572.835.78'2 = 13.15 AC. = 100% 2. EXISTING STABALIZED PARKING AREA = 12,000.00'2 = .275 AC. = 2.09% 3. EXISTING BALL FIELD AREA = 80,706.20'2 = 1.85 AC. = 14% 4. CREATIVE PLAY GROUND AREA = 19,603.60'2 = .450 AC. = 3.42% 5. EXISTING BROADCAST BOOTH = 144'2 = .003 AC. _ .025% 6. 4 EXISTING C.B.S. BUILDING = 280'2 = .006 AC. _ .048% ,1 E � t s TI ty v Gor`I c � Ss toN SrA.Hv To F-ff-e i��r-IoiE� 4e f->e1.-, v LIGN� �oL1=sT0 125E 151 r f[EC. Co v7X • t L I �sN-r Ft��11QE5 Ta FEE 2�FURbis1-FEt� F56T r_LS,-,Tri « L `_`HTw .c rats . 1�p oil ®-DENOTES STEEL PIN SET W/CAP O-DENOTES STEEL PIN FOUND Note: Elevations shown refer to N.G.V.D. (1929 Datum) Bench Mark: Nail' in utility pole at S.W. corner of intersection of Barber Street and Rose- busch Terrace = 22.52 feet M.S.L. Easements shown on Lots are 6 foot side and 10 foot rear for public utility and drainage SKETCH OF SURVEY Lots 1, 2, 3, 5, 7, 8 and 9, Block 208, SEBASTIAN HIGHLANDS, Unit #10, according to plat thereof filed in Plat Book 6, pages 37, 37-A through 37-J, Public Records of Indian River County, Florida;. AND ALSO Tract F, Block 208, SEBASTIAN HIGHLANDS, Unit #10, according to plat thereof filed in Plat Book 6, pages 37-A through 37-1, Public Records of Indian River County, Florida, LESS the following described parcel of land: A portion of Tract F, Block 208, SEBASTIAN HIGHLANDS, Unit #10, as recorded in Plat Book 6, page 37, 37-A through 37-J, Public Records of Indian River County, Florida and more fully described as follows: Beginning at the intersection of Barber Street and Tulip Drive (formerly Rose Arbor Drive), run North 34°20'20 West a distance of 40 feet; thence run South 55°39'40" West a distance of 50 feet to the Point of Beginning to the herein described parcel; thence continue South 55°39140"' West a distance of 208.71 feet; thence North 34°20'20" West a distance of 208.71 feet; thence North 55°39•140"East a distance of 208.71 feet; thence South 34°20120" East a distance of 208.71 feet to the Point of Beginning. Containing 1 acre, more or less. All the above described lands situate in Section 24, Township 31 South, Range 38 East, Indian River County, Florida. Z _0 N 1 W In OD N l O 1 2 0 m uj M OD W X Q (n o � Q O Z W Z 0 Z W Y W m H t W U H G t n o G 0 U W z o 0 z s • 01 W 0) ¢^<N to P) 0: U) U W 0 N oF�^ W U_>� mNma I W a i a MM UZ W Oz W r/ U) 2 U) � J h 2 m ZU Q O_ 0:g 0 m h O C0 WV W O 0 W > l 0 F— a z O V V z F_ C X Ld Z Q i • 0 Li �W' m 0 'W ^ V J U L V l 0 CK ).. 0 z r n UV) � � W SHEET OF �ex �h i LOT 10 I L I I Powet I POLE I LOT 11 I I • I LOT 12 I 1� I I,� I LOT 13 0 f LOT 14ul co Z Z I I 3i J s o Z Q I N LOT 15 0 I M w CL I z1 aj fHboos e y �c0r-1pl.Eren) r H E. Q ROSEBUSH TERRACL(5R, O.W.) �t - W-3r OV- N 55'39'40" E pp�t0 �ti ® ScoR B _,q �� �^ �p •SCO �ARD ST ©aAriE2 �e 0 J� \< leiQ o� !�4 r - - 6 ) wL I � .. i � • 22 • - I <(/ c c� l/ w '0 w b b b b b 7 low =x</',/ Xis ~ r -top4 �� 'gyp * t 0 'gyp IE � h t4 N SC • GATE p D­­*I LOT 17 I I 11 I I1s I LOT 18 I I PC I � � LOT 19 I � k ram Dt1r1PSTEfL. f:�ar> vj/ - dPo.4�iE ENaLosta•L�E. • ISencNMo¢ic ® �o, •O. ENiST"rK- • IDWONT g r+Ev ir1 pay% • ao OSF.iJ N 30(' Z?.62 �l�I Fr Po 22.'� '•. 22.62 8 za.3�i Q 22.2g 2t.5c Za.rv_ tZEFE2 ro s-,r - 22.6 aa.bz -, Erirl'�2 co(L� pET•A��S ��. ;, •u C�p so qv 00 2W 2aito 2W o{rj b b b b 7n'.' 2.6 ot LE MULTI-PAPOSE FIELD (360' X 180') b 4w o e ,� S 55'39'40" W - , �$'�p 516.29 - - lop le � I TULIP DRIVE ( ) 8C t__41W - 3r C.M.P. - - �d� PAVRLWN '• X X XOD • P " °AZWO 10 ISTING PL GROUND W N OPICMC TAmE 44 ® IM x 0� • EXWW FDIC¢ • PROPOSED OVERALL SITE LAYOUT PLAN SCALE:1 "=50' VC±==i[i_ h S 55.34, N STEEL N. 1 a W 208.71 FIRE STATION NOT INCLUDED PROPOSED SITE DATA 1. EXISTING ZONING 2. EXISTING LAND USE 3. TOTAL. SITE AREA = 13.15 AC. 1007. 4. BALL FIELD AREAS (WITHIN FENCE AREA) A. FIELD ;1 = 28,352.87" = .65089 AC. = 4.9% B. FIELD 2 = 28,352.8712 = .65089 AC. = 4.9% C. FIELD 3 = 66,052.07st = 1.5163 AC. = 11.539o' D. FIELD 4 = 66,052.07at = 1.5163 AC. = 11.5390 E. MULTI -PURPOSE FIELD = 64,800.00it = 1.4876 AC. = 11.31 5. PROPOSED BUILDING AREAS C co PL ETE>7� A. RESTROOM PAVILUON = 875.88 _ .02017 AC.=.1534,o B. CONCESSION BUILDING = 9 810.50� _ .0186 AC. = .1415� C. FUTURE MAINTENANCE BUILDING = 576.00� = .0132 AC. = .01745% D. BROADCAST BUILDING = 100.00" _ .0023 AC. = .01745% E. PAVILUON = 200.00 = .00459 AC. = .0349% F. 6. PROPOSED ASPHALT PAVEMENT & WALKS = 57,398.1'� 1.3176 AC. = 10.020X 7. PROPOSED CONCRETE DRIVEWAYS & W�LKS = 18,152.50 = .4144 AC. = 3.1515% 8. PROPOSED GREEN AREA = 494,701.02 = 11.3568 AC. = 86.364% (INCLUDING BALL FIELDS) 9. TOTAL PARKING PROVIDED = (135 REGULAR SPACES) (5 HANDICAP SPACES) PHASING NQTES "3 A. PHASE }1 A (Go I L �L.E tED) Pown PP 1. TOTAL GRADING & FENCING COMPLETED 417 (AS MUCH AS POSSIBLE, EXCEPT FIELD 4) 2. POWER SUPPLY TO BE IN USE 1 3. BASEBALL FIELD TO BE COMPLETED 1 4. CONCESSION BUILDING UNDER CONSTRUCTION I (FINISHED UNDER PHASE 2A OR 213) 5. LIGHTING FOR BASEBALL FIELD TO BE INSTALLED ® "? B. PHASE 1 B (eorlrLE T E>7) 1. PARKING LOT STABAUZED (AS FAR NORTH AS POSSIBLE) 0 lop 2. LIGH:nLNG FOR PARKING LOT TO BE INSTALLED T F C. PHASE le-( Gor- f LET av) 1. MAINTENANCE BUILDING UNDER CONSTRUCTION 2. LITTLE LEAGUE FIELD 2 TO BE CONSTRUCTED 2LY �`' 3. LIGHTING FOR LITTLE LEAGUE FIELD 2 TO BE INSTALLED N D. PHASE I P ( 6,cr-L I9L ETr,-o) 1. EXISTING RESTROOMS TO BE DEMOLISHED bcn 0 2. LITTLE LEAGUE FIELD 1 TO BE CONSTRUCTED 3. LIGHTING FOR LITTLE LEAGUE FIELD 1 TO BE INSTALLED 0 E. PHASE E (car-i �Ll;rl✓o) b 1. MULTI -PURPOSE FIELD TO BE CONSTRUCTED 1 WI 2. I w ar•+TrEv � !a F. PHASE 2.* 3 1. EXISTING BALL FIELD TO BE DEMOLISHED + 2. eorlrsirte a -I Fi&Lv 4 TO BE CONSTRUCTED N m t 3. PARKING LOT STABAUZATION aria (�� r�ENT cor1(�LE1ev. • �p ��m 0 Y 4. CENTER CORE TO BE CONSTRUCTED 5. ALL ; CONCRETE AND PAVING TO BE COMPLETED b I o we e, 6. LIGHTING FOR Lore e+rofipH r-jgt 7 ,4 TO BE • INSTALLED sv � � ilE` 2��¢ -ro �rl eErs e� �i 9 0� I c� �2 ,al�f�r�p•�� l,1 ZE rj GENERAL NOTES U �: Qcfec t`o 5hcce5 8 �` �t of lG for detolls or` the 6ete Povirlg F oroeacge Octoells. chi •�► '�`! -� •� N � I f 1 r H T I I p 0�01 �'l1 r4� l2'' Wi•�+En- I cry OL-1 TO FIELD L I , I 20.12 12 - ee' C M.P. 2W0►17 d` LE 1. 21.9 - EXISTING SPOT ELEVATION 2• <� - PROPOSED SPOT ELEVATION 3• o-o- o - PROPOSED CHAINLINK FENCE 4. x-x-x - EXISTING WOOD FENCE 5• mo► - TRAFFIC FLOW 6• o - POWER POLE 7. •• - PROPOSED LIGHT POLE $• ® - BRICK PAVER WALKWAY 9. - HANDICAP 10. '-,PROPERTY LINE PL-}A�.jsE gzy RE�ra2, Ta' �H,ss� ri v L art � z O w W Ir ai" J � Q W O z Z c2 Z W Y W m to < W H < 0 o o u c U U Win Z ZW NN itP0N � UA) N mo ow0, W U=>n W ■ m O m 'Q rc c o W W n UZ n 0z W z J z °o U aNi a oIn 0 o OptL O m 0 W > z Q <'Ji I W O F ®D W 0 W Q O _I 0- Cr W 0. W Z X E--- LL1 _y V) CL M Lli W C) Ll-_ 0 >- 0 z a < 0 Q m, Ld SHEET OF _ 2a2 19 0 "F 8.( :5.1 2 11 BA 20 20. X (10' X 10') SCALE: 1 "=: 20'-0" GREEN AREA (TYP.) n 90 } C// t� 4'-0" 17" 4'-0„ m m BATTER'S HOME BOX PLATE CATCHER'S m BOX m 3'-7" LAYOUT �T HOME PLATE GENERAL NOTES: 1. FOUL LINES, CATCHER'S, BATTER'S AND COACH'S BOXES, NEXT BATTER'S CIRCLES AND 3' LINE SHALL BE 2" TO 3" WOE AND MARKED WITH CHALK OR OTHER WHITE MATERIAL. CAUSTIC LIME MUST NOT BE USED. 2. THE BASE BAGS SHALL BE 15 INCHES SQUARE, NOT LESS THAN THREE NO MORE THAN FIVE INCHES THICK, AND FILLED WITH SOFT MATERIAL. 3. REFER TO SHEET 8 OF 16 FOR GRADES OF BASEBALL FIELD, U Z 0 N w m N m U _j _j m Z �Q��Q 0 w 0 Z 2 Z 3 w Y u w w -i to Q w Q w w = Q u 0 0 u 0 w U W N Z O Of Z W N W h �r W 0 n 0 N N O 'p ,^ V' i m U W N W plan uN>� m O F- a m m a m � Q o J a W w N a uz OZ W Nz z J QD a z O m 0 n Z U w cn � Q N w aoFr o0 W 01 J Y/ U Q O m n m w a m- O T O m LLJ i O X W CL Q � a C ) V ♦ • LL- O CL a'i m cn SHEET S 0F�� I U W F/- R 0 PREFERABLE GRADING (BASEBALL AND SOFTBALL DIAMONDS) NOTES: See figure on individual sports for height of pitcher's plate above home plate. It is preferable that the base lines be level. If the diamond must oitch, the average slope shall be 2.0% from first base to third base or vice versa. The minimum slope for drainage on turf areas outside the skinned area is 1.07 when adequate subsoil drainage is provided. The maximum 13 2.57. Perimeter drains may be provided `or paved areas. Underdralns are not recommended beneath paved areas. Subdrains and filter course are to be used only when subsoil conditions require. Where subsoil drainage is necessary, the spacing of subdrains :s dependent on local soil conditions and rainf all. Subdroin3 are to have a minimum gradient of 0.157. 30.00' i! 3.00 o 5.00' -�- 15.00' - - - 6.00 --1 j� i —�— X— X— X- X- X- X I / Y X WQ' * 1 2.00' 1 3.00' o �/ 1 10.00 OPENING n + _ _ _ _ o X B,ATTER'S Xt X EDGE. of X— X— X Z in BOX z -� ioiz FENCE LINE - N e v o > CON C. SLAB "'IL X _ o Inyl�(7+/ u , OD / . I I N X— X X— 7F �-- x X X W X x x N = FENCE LINE ���z� J 00 DUGOUT DETAIL o Z z W W Z 2 3 u w N.T.S. m 0 < W Q 0 W M I Q U n 0 0 0 0 M / SKINNED CIRCLE \ 18" 24" 18" LEVEL AREA N NOTE: I—riiu,tn ru+it The degree of slope from a point 6" in front of the pitcher's plate to a point 6' toward home plate shall be 1" to F and such degree of slope shall be uniform. Rear slope gradual/ to edge of skinned circle. LAYOUT AT PITCHER'S PLATE W 0 U z o N Z W W M) W m r O N L.A■ w O N Y• U w n W U�in m N Q O Q m a m � W N J W w a ... w Uz V F3 0 z W IIAA UV z_ J a� Lo ° z m N Z U W M Q Z Q m W ° M > ° 0 o Q w 0 m ImW U) ,/ m�=_ M N U r Q O � W O ® U_ i Cr LL .J ..J Q m Q n 0 SHEET T 't'p v4- + 10, LOT 10 I I LOT 11 I I I I 1 I LOT 12 I I I LOT 13 I I oe I LOT 14 00 I I 31 0 I N LOT 15 N i I zl I LOT 16 LOT 17 LOT 18 LOT 19 !12 E�ES �i t.J i I� �-aoD�6i� t•l E i 2 EL. = 71.2c-f1 EX15-T. 3ta'I GrIP t"lt-Teoec? ENU SEGTivN CBOT I"OCax t4O. 213 11,tV_ Z 20.0 \ -A JSH �V),RA E (50' K.O.W.) / ae'- To se rr'Ibl r{ 1LJr417-G-r"1zeSM6r-> zr�e-1'rFP.�'i SF-�oLL 2�1`�I dir} /�►S i S. 0- , S 55'39'40" W - U 0"Pp-� 516.29- - - 4� TULIP DRIVE EG) (80' R.O.W.) 0 Ot NOT INCLUDED INV2 C,2' - eecILP. 0.17 PAVING & DRAINAGE PLAN I < ; E,cCA..io.TE Tc- f3ELol..l E,e1ST'r" t-I a►R� P,�.r-I .o, ry � R E M o�/E flELIj'ERoIJS f'Ia.•�'E�1¢L j 2EPL:A.c.;c 1-4/ GL-EArl pso.cic Fll.L I'1,i.rEa1 dL �Ec 5�=..-c 1 F1cnTlorfS . O^ 41 - Qe9�ade Fwsl«9 $w/e cir To Sao H O� �O o 4 NOTE Qefer eO Sheri 9 of 16 Fvr fv�ttre� IJrtoi/s of �or!«rrg .' l-areas. GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to tho attention of the Engineer before commencing work. 3. Contractor shall obtain all required permits before commencing work. 4. Contractor shall be responsible for location of all existing utilities. The Contractor shall contact all concerned utilities at least 48 hours in advance of construction operations. 5. No field ,changes or deviations from design to be made without prior approval of the Engineer. 6. All construction shall be completed in accordance with the applicable ordinances of the City of Sebastian. 7. Refer to soils report prepared by Empire Engineering and Testing, Inc. dated 03/01/89, for existing soil conditions. 8. Topographic and boundary survey information prepared by James A. Fowler Land Surveying Co. dated 02/13/89. 9. All density test shall be performed per ASSIIT0 T-180 method. 10. Contractor shall supply density tests to Engineer on all subgrade and base work. 11. Slope grades from elevation shown to existing grade at property line. 12. All pipe shall be laid in the dry. 13. All parking spaces shall be delineated by 4" white stripes. 14. Al]_ handicap spaces shall have an F'TO-25 sign placed at the space in the amiable location. 15. Engineer shall_ be notified at least 48 hours in advance for any inspection. Icy. Concrete pavement shall be provided with contraction joints (20" max. spacing) with 1'" depth. I'1. Concrete pavement shall be provided with a pigmenten liquid membrane curing compound conforming to the requirements of ASTM designation (309). IS. All areas disturbed by construction shall receive grass, mulch or solid sod. AfT9-o,-41MA E L1riiT`r> of Exlsrlrly Goev�JlNea �ASE II E�tlsTtriv G-�o.sE Tv 2EGR•A�6D T47 r-��EG ICI Ei� 4f--rzoDEs A-riE�> co, --I P,v.�rg v Tc7 SPEcI�i�,t7 t��rlslT�. NOre : 6ee 57e-et !0 of l6 for Loyou� of �'Cnter Corr Urea. LEGEND 1. 21.9 EXISTING SPOT ELEVATION 2. (Z> - PROPOSED SPOT ELEVA110N 3. o-o- o - PROPOSED CHAINLINK FENCE 4. x-x--x - EXISTING WOOD FENCE 5. •• - PROPOSED LIGHT POLE 6. ® - BRICK PAVER WALKWAY 7. - HANDICAP S. - - -- DRAINAGE FLOW 9.---- PROPERTY LINE 10 20- - PROPOSED CONTOUR LINE 2?.b As- B.jtLr E�E/�rloris W a- < y C 11 �q T �0 W tk T�' zw , 0 ze W iL p Ir "Zt M I V I In N N 1 auM -R OD ir Z() � Q 0 O W O Z Z Y Z 3 U W � m to < W H < 0 W a I< U n n G u G 01 U W i o m Z W MILI r, 4 40 0 ON • (AM Ir U) U W - 01 N o5�^ W U In s n H m N -(0 Wa° f W N a s� W Uz v 0 Iz IWww U V _I J t z m 0 0 Z U c'Vn a om �. 0 o 0 m LL i III) o(D ,A u n V, W a 0 0v W z Q n W W v! 0n< 1..t.. C5 z z o Q X J W .J �'- CL Q M V) �. 0 0 Q F ... U Q rn SHEJET 8 C 1 m- f r 22 5 V 4 a ih p n W U Z 22 .o QD OD S' O �— i W cf) it Q W Z -MI3Llc m F7�� co ® Yl < W P tic p W a I< U Q O O U O 0 � w T- - �3'� _ esIt;Ewbt.K. FZWW coo, cm V 7 � F LL , n < ma �� \ '� ° in IL - IL V w I U) z 6' HI12' WIDE DOUBLE 1 2aa W/>>1 'cone, GH, LEAF SWING GATE _ f _ SIF-+ELK• Q " ° �L �►ct{� I hdn a"Z < a ZS °Wo �. 2-V I FW �� _ Ffi On �Nuh • I _ - .. -I d�_ S o W Zs 3 152.25 3w 25' � '• • - I • '� '• by flot 9M�� VA ` WFAWA PeA4 In I 2z.3 25' 35' % � 22 CA22. 12.c /� �� 3 I 2?•S� s o o - ol ' zz•3 �rp,> I ,! 22.° x . . •g � �.° N XT BATTER'S BOX (TYP.) � 22•fl �H��Ir��zK sre-H6r� /+ errs W C i� roLc = Z2.Za-' 20' HIGH AINLINK �/� C i') 22-1.22 a E�IsTCONCESSION b •-��,� BACKSTO (TYP.) �+ p... 22o i-c.� oLE BUILDING r z2. + r P 22�5 Q r—x—x—x—x—x—x;fx—x—x—x—x—x—x—V—x x—x—x—x—x—x—x — — — — — 2Z5 x — x—x—x—x—x—x—X �/ ? � 3 Zt 11, o ��� , I ' ose=p SLeevap �1?oPOSE� 12X 32' b EN n31 22. i Eo.cH62 r�P - II LLIoN SEG _ o RoPo r_� I2 x uJ, o.RcH • ��•J�4. ,d�� 22.3 T ?2a U FAN w F.F. EL. _ ��'� l �- = - --s P6J J&L9- no f�1-G"es FSC oxlo =22. Z6 o — '0, p'vsary rL-^&Poor- Z2. 2t. THI g r""r a-71&r �x — 2a.z r ,s zz. E E �f: t-1 z 3 E 22 z�' &w0. a•ewL x o. SI ZZ'3r � � yts .b f2 . � � � � a I 41 DUGOUT 6' HIG CHAINUNK FENCE 1a' X ( ) 22.° 22 a I i 3"I Zt.G'� 22•'� Za.o TYP 22.a 22•0 , —x�- ,'� 22. _x — — ——x—x—x—x—x—x—x—x x:* x—x—x x—x—x—x—x—x——x<x—x—x ry�y� i ROADCAST PAD cV cy ' (10- X 10' TYP.) x ti �+ T. c- 22:0 a )_� IS I1'iG x • - / 22. jar - u 22.5' 30' 35' r� 25' ._._ 35' mr 142.3' x 6' HIGH Ic I , a2c3 2.ia x 6' HIGH, 12' WIDE DOUBLE 24' _ LEAF SWING GATE I sTI rIG LITTLE I STI rG LITTLE LEAGUE ,FIELD Z LEAGUE FIELD I h tK tK Col ti91 Ar 1. CENTER CORE DETAIL LAYOUT No SCALE: 1'°=20'— 0' ti ul I ENLAI2e.-— p •&2E.&. p r PAVING AREA 6' GoN ��te- WALKWAY NLINK FENCE LEGEND 21.9 — EXISTING SPOT ELEVATION (ZED — przopo-;spSPOT ELEVATION , x—x—x — PROPOSED CHAINLINK FENCE • PROPOSED LIGHT POLE - - - DRAINAGE FLOW 2?b Ac -gu,Lr- ELE%/orloNS 6 z 0 Q X LA 0 h_ J M l_-L � MQ UJ ® . � U U) LL- � Q f� � Q Q i- �- I= to m SHEET OF 1ev 1 KK Ili n . �q t�DV.1F� ;ram fi�UU `i L a - U=0" /Z Z /\ I� 6 7• In / LINE POST CORNER AND GATEPOST EXPANSION SLEEVE FABP'r' TIE `^IELDED 4T E i SWING GATE CORNER POST LINE POST GATEPOST ELEVATION —FENCE AND GATE NOTE For fences 5'-0" and taller a horizontal or diagonal brace, or both, is used for greater stability. Post spacing should be equidistant and should not exceed 10'-0" O.C. Charles Driesen; Ewing Cole Erdman & Eubank; Philadelphia, Pennsylvania / LATCH 12" PAVED STRIP TO CONTROL GRASS AND WEEDS z 'Overho� <o" I�e�rrf' Wheel 5'foo l„ lyPe S-1 �sphalf 71 Place Bottom of - Sod 3" Below P01/6'79 Q Bars 5urfoce �8"ruin 6 " C e(we rock Jose 98 % Oerrs'Ity 61 � "5tob�l�zed 5'v6Grode 95 %a t J. t/, 75 45PN.44 T P.4VIA16 4/z''Cocrcrete t'ovemet7� All G"Relnf. Wheel $too IOleo W.W.M, rnll7. Crghl Broom FerWsfi 3000 P5.I. Cornprsswe - - ----- trel79z`h In 30 OQys, W � V n o a 67 b 1 Or ✓ "Unrcenforced Mcce Bo horn 0(, Sod 3"delow Povrrl� Surface 6 90bilrzcd 5ubgrodc 96116 Ocrrsrty f a. V 75 COAlCaErE (04V1cVG ofr4U See Plow Vrcw 4 Y . 4 0 e - Place Bottom of Sod 3" Q"urrreerrforeed Coerce-,-?? below core?. Surface Joco (1 5.1. 510E W44 4 067'414 flow Cane SECTION -B-B 0 B-- ---- -- o B 0 Call Cocrcrete to be JOOO f' S. I. PLAN VIEW ;EE V170T INDf:% No. 213 MITERED END SECTION r, 6' 45po rolt wolll Porl/rcrg 2Q� Drive wa y Wtreel Sto(J = C ry�o�cal CIO Space) ?0` Porl�tr t9 00' ('C' ag ?Q' ;?o OrevewQy Porl�lrry tf 00, �or�tr79 Od ' Ur�•vewoy NOTE: See plow view eooe ElCvotlorrs t0M?4&e'1NG 4R6.4 SECRON 4 - A PLAN QETEtVr10A1 .4&4F.4 5ECr106V a -8 GRATE s' II ea, <'O'� Porl�lc-ry COrrd,o scoe 6ige II-1 N11'1 I �I � 0 N 0) I 2v 2—p 0) -j Q J W = OOMCr X Z M � Q 0 W Z Z Y W Z 2 3 v W m 0< W F Q O a 0 0 0 w a U z o Z N N w m m w .tee � r as N N m � Y W N O W -Wn M N>� a m a m E Qir v a W a Vz U ® z Z VI z 1 tl/ra tCfr Ex. Ground Q z 0 0 N Z Q U w m Z am p m w O a a p ° 0 W J LL m < n 0 VI O rn w a 0 5t�o rgfz t Jars 2' x 3(« „ t�et�cul«re Born 1. ��� x 3(« c3orrd5 1 �(21 x '1Q„ O � Gro to J •� 3000 PS.Z 0 0 concrete �T � — C�,m,00cted Sud9roc�e SECTION TYPE ' C I INLET Z L) � X o Ir W _j IL'- n� V / l---L m` U rn[AJ V 1 0 }— 0 Z �-- C L < U rn IJ in SHEET 1 ` OF kU PROPOSED LITTLE PLAY GROUND ENTRY AREA SCALE' 1"=10' I II^I lVIm I VI in co ,v m o z m p cc J a: w z U to w o Q z 3 < m ® cr.Z w u w = U 0) `z w � < 0 Z O Q < U N U W 0 z o Z F N w m � w � � o m VI m Y W O N F w n W O U � i n m N ¢ O ¢ m a m E a n.� w w a NLA U z 0z w ,A VJ V z J 7 N z O m 0 N Z Q U w m Z ¢ m w p m > ❑ 0 O ¢ M W w j m � w sw v' m m U n w m O a m m ® T O > Ld i 1 e Qj C] � z of Q x LL-. CL Q � oa p W U L E 0 E N D C� 1. 21.9 — EXISTING SPOT ELEVATION ® z' 2. (:M) — PROPOSED SPOT ELEVATION [L 3. o- o - PROPOSED CHAINLINK FENCE (�"� � 4. x—x—x — 'EXISTING WOOD FENCE U Q 5. �► — TRAFFIC FLOW w 6. • — PROPOSED LIGHT POLE U) 7. ® — BRICK PAVER WALKWAY SHEET 8. — HANDICAP 9. — — — DRAINAGE FLOW 10. ---- — PROPERTY LINE {{ 1 Z OF V 0 FLOOR, PLAN 11 ' 1 I1 /� = I -o ELEV4T10N5 = 11_ Ou W �/-,?-r E�, L VAT I bN PLAN 0 U7N ELEVATION �1411 = 11- o /op SeHln �Et�►�1� COKE,, rko-/I LLIe7r-1 l2 311 x 13 �� u I e->w-tom z O N > W f1 rTK S, GIRDER - N Uj _ 72 U) n ODW�Q: Q o, w o w O z Z 2 Z 3 Y U w-5 w m O N w Q m w x a Q U o o U 0 0 U Wo Zo z m H N w m � w m � M � U)Y m w O N O � w � W mN>0 m a o U) a m o m a N Q N _ Uz w 0 0 z w �z QD o Q z N Z U w cm � Q m w > O 0 o a w m M W F- Lf) � o m U) m N i m U n 0 mw a m 0 TO i ¢ ,&ZE t3E V-411 UoLe;-� �TH�Ei�ll! � }.10TEb 5" t�- �0 Q 0 z�/ X o J W r n� V J QL m0 Lli U V O af �U Q CL F— U U) m W U) SHEET 1 J OF IM I RN SPLIT FACE AIR VI 2 TUB( FXTR. WOOD FRAME W/ SLATS FOR AIR FLOW ( BEYOND) MEN PAINTED BLK. WALL C BEYOND) WOMEN SECTION A — A 1/4" = I'- 011 ECTION B--B 2 4' 0" 1/4It— I'— 8" 12'- 01 a 11 �I Z�� SPLIT FACE CONC. BLK. -1 m Al m V C I V I J \P.Innfl CD A RAC vC'n1 T VV IIVV VV/-%L L_.i ELEVATIONS 1/4= I0�� 12 3L. HUNG _UM. W I N DOW _AP SIDING SPLIT FACE 4,-- . 1✓LOGt'. PR. DBL.HUfJG ALUM WIIJDOWS ELEVATIONS 1/4" = 1 _0 10'- 0' 4' - 6i1 51- 211 - i _ 2 TUBE FLOUR. FXTR. o STORAGE: SCORE: 0 BOOT N I I o � A I I J_ _l � PLAN 1/4= 1�-U'� LAP SIDING 0 OD c v SECTION A -A /4° = II-0I' z 0 w cr 11 — 1 w 1 m 1.1 1 Lo O °D Z In �Q 0 0 w z z 0 w w W z m 03 to Q U w w Q 0 n w 0 m 0 x 0 Q 0 u W 0 0 Ir !!F_ V) LLJ Z U 0 Q fU/ LL V A Ld V z 0 0 z Q X F W V J n G w0 t) 0 LL- V) 0 �— 0 �--- CL U V) SHEET 0 .J Q Q m w cn PLAN 1/4,� — 1 — 0a� lAoFt� g4- t2a FM 0 r pd� ft mzk,�Wkt�e g&IL*A -� �O J, A� =e5, Tm�w w 005//V3 CHAIWOE/T A. ALL ELECTP/CAL C0MP0/VE/V7-9 SHALL MEET TNL= LOCAL 97*A/V0A/TOS OF TNB NBC ALL Coo--S. B CONTRACTOR SHALL SUBM/T SNO)w 0RAW//VG3 OF TNB SEPTIC TANK 9y97-d/y 7V THE• E"011VEST FOP A/�PPOVA L /'P/OR TO /1V5 TA LL A T/OIV , ALL 3Us9T/TUT/O/V3 914A L L BE A P/-/TO V EO l! Y r,4f ENG/",6 ER PR/O.T 7-0 OTOBT //V4V . C. 008 /IVG CHAMBER CONT"RO L PANEL SNA LL BE QY STA -CON /NC. O/T APPROVED EQUAL AND SHALL /NCLUOE THE FOLLOW/NG t /. //S VOLT RA'T/NG� 9!/V494.E PHASE. Z. ALARM LIGHT W/Tf-1 RESET. 3. HOA SW/T-Cf•!Eg , 4• PUMP ALT RNAT//VQ RELAY. S. MOTOR BREAKERS A'+/VO STARTERS . G. PROTECT/O/V , 2 - 21 X Z'• ALUM STRUCTURAL TUB/NG 14!(3H WATER ALARM L/GHT CONTROL PANEL S UPPOP T � p CONTROL PANEL - NEA1A Q 4 p\/G /ENT - ACCESS F/N/9H ELEVAT/ON GATCN Z SCHEOULE 80 PVC CONOU/T FOR FLOAT CONTROL f- MOTOR CABLES VY/N/8H BRAD& - - BUR/EO ELECTRICAL TO 56 INSTALLED BY CONT/rACTOR TO NEAREST CONNECT/0/Y DEPTH VARIESMANfbLE CCV6e eei�/� TERM/NAL OE91G1vA TEp BY UTILITY. SEE B/T& PLAN 7U F/N. &z 4A) - i -ro rle VtAti t _ lou��� HANGE�T P/PE FOR /Z� firE�QOARp PK� PUMP REMO VA L.�YC VENTCp CEXCEEO9 /6 9'a --�- TEE HOCO/N(9 CAPACITY) !�U/CK CONNECT 94-/O/NQ COUPLE = LIQUID LEYEL a � N Q /i�t'G. J✓ ?' BOX W MERCURY 4./0U/0 c-E-Ex- c'rm LEVEL CONrTOLS I —^ 7-0 A59ORPrIo" BEO (!SEPT/C TANK (8EE 3/TE PL.4N)�j _ /-//GI'/ WATER ALA/SM1 ' p PUMP ON /YZ PYC Ql9CHAROH P/P/NQ a E'LECTR/C CABLE FROM /UMPy PUMP OFF O/A. 005/"G CHAMBER — IN, _ JALTET"ATE L',S/ECK VALVE _ �!lU�pll� o )"---CAar conlcREre aBPr/c TANK 009/NO CHAMBER 0,00 G�y�JI (xitZ> f RAP t13 �f 'C lN. 3000 P3/ O Z8 OAYS) � i u a � F � 'TGH GA•� 18 t't�f 1 C�siP{.L R�tA p t u U rru Wr--- tz 6S TOP OF ABSORPTION BEO - EL. z-o"rrr. 3-0' TYr /5IV 5L/ILDIAIG PAPE/z ON TOP OF DRA/NF/ELD ROCK EX /ST/NO ✓� two—� 3 EX /STING GRADE I GRADE I IN SOIL `— COMPACTED CLEAN A td PVC PERFORATED P/PMA E �¢" TO Z' CLEAN OF{A/NF/ELO OF �X /ST Ci � (INVERT EL.r )-P/PE ROCK CONFORM/NN G TO SECTIOTER/AL EXCAVAT/ON GLASS I SAND BACK FILL SHALL NAVE /.S /NZ PER FT. VO/ OF THE F.D.O.T. STANOARO PERFORATIONS. LOCATE PERFORATIONS DOWN. r WEKr ram. ry. , y • .rN�f ' _ .1-MI l"I'l WE! � — • rI � r I. 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