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HomeMy WebLinkAbout1989 - (#2) Site Plan (Nov)SECTION 13&24 TOWNSHIP 31S RANGE 38E �I INDIAN RIVER COUNTY MAY 1989 OWNER CITY OF SEBASTIAN s xP"ZA _,-.au y, NICLE \ MASNI NOP�\ 9 1 TA TIONA rY T -� 4. C" P.O. BOX 780127 LIST OF DRAWINGS FDST ER R06 SEBASTIAN SOCIAL - - �9T ,�•� c^� E ~ Roy Ars NI` CEMER AND S E B A S T i A N F L 32978 - D .LE NIAlBAO!! � 90 �`$ -R-'�- yA�ENCh STD ��S BOAT RAMP - , UArAr N l OVERSHEET qqCC C PAR StiJ V ORANGE AVE _ _.__... - �` '� `[' (40 7 ) 5 R`/ VQ/ 5330 _ •/�) 5 /y A .m.n¢ SEBASTIA ', Wcodmnr {C t t \\ / . ■■ M o CRQTpN AYE - f}LAZA` ` L EXISTING SITE CONDITIONS f1 I \\ M bfvd _ \ H A �-- CITY ARCHITECT AVEy/¢a 3. PROPOSED OVERALL SITE LAYOUTPLAN 6u A _ a \ PETER �IONES MARE,jy,VE z ��t` �y � It1(ROBEI AV .% A ► � r � v: 8.t! '._ � Df_ MQNT�Rq T � B \ 4 LITTLE LEAGUE FIELD .Y. f OQCK Ce ST � �.t - � \� •� � �,fy,AA T,y - !v 44 x '� . (ENGINEER i •.e %�; nAr .X.� 5. BASEBALL FIELD S W1N{�pW AVE m � 1 -- VOREfEY __ _� _ w c� n Aw _ _.._ 6. SOFTBALL FIELD I _ 1 -MOSBY ASSOCIATES, INC. ��7 BALLFIELD DETAILS ENECA AVEAVf -- _ < .11 A� eed A 106 St IFAin.` W R AV V a < r 3 � �� > -AVE , lfle `' stood Art ✓ Ar 18 h �g'•. �1S�; _�_�I NCLLlRNT_ A.telag 0' MOEN EANYAf:� yt ..w.i' Ave \ 17 � 1507 20TH. STREE 14 TARPON Y T V . PROPOSED PAVING AND DRAINAGE PLAN iAMACtA 4!P Jc Qp i•� tlArt� z� Q-_QY --. \'' _'� \ T. < 9. DETAILED PARKING LOT LAYOUT RIYEWA Vf � 4 T' NC J aTN 11t C� -- < I = _�.. tJ \ 1('� f,4� r9 ,d t.`��G'6°yA4tn. P i {iQ' f•{F s 11 1 MM 11 A° V E R 0 BEACH FL 32960 W cc a C 5 {d ./,E. T` n a. Clfl HWdM i Ave ENGFAR10 � S C.hvoi n�pA-A� �0� 0e qV\,pJE m \ DETAILED CENTER CORE AREA Rr (407) 569 - 0035 E P I I. PAVING AND DRAINAGE DETAILS t/ F RANOVER AYE { P \ W o GFNESE 2'1 Y<{E ER' 24 { 1EP ~4 20 _12. �j PLAYGROUND ENTRY AREA YILLAGIDRF.EZ1 W ° A. r SURVEYOR 13. RESTROOM PAVILLION LOC ION MAP JAMES A FOWLER 14. CONCESSION /RESTROOM FACILITY LAND SURVEYING COMPANY 15. WASTEWATER SYSTEM 16. LANDSCAPE PLAN P.O. BOX 1677 VERO BEACH, FL 32960 (407) 562 - 4744 ENGINEER'S PROJECT NO. 89 - 128 SHEET I OF 16 j� l NOV i 3 uses �i W Q 0 1p It ! ! I I ! ! LOT 10 LOT 9 I! LOT 8 I I !I i! i — POWER �`• I POLE LOT 11 1 i 1 ! 1 LOT 12 titi ! I -- -- POLE LOT 13 ! ! ! o O ! LOT 14 C' O ! Z _j ! ! N Q LOT 15 N V) ! M CL 'Lti�\ zl_ dY h 0i ! ! LOT 16 ! — — ti�'OI POWEJt POLE ! LOT 17 LOT 18POVAR i ! ! - POLE 10 ROSEBUSH ",TERRACE (50' R.O.W.) N 55*39'40" E4 _ _ 725.0' _ -T ° b i I ! �� O ! V ! I ! I ! I I! I I Ex�st�ny f A.L PARKING LO ! I LOT 6 ! ! LOT 5 ! I LOT 4 I I LOT 3 ! ! OT ri nor LOT 1 II !I it II II �� it • POWER ePOLE 'Y1 I I I ! e I I i t I I � •��b . CHAIN t�NK FENCE 0 o ae.s l I O , POLEEI 0 �9 Ex IUGOUT lip t. l T "P I 1 M I O d I W I �,14N O pol-El e O EXISTINGe ,�• SOF EBADLL 41. l Q O 1 STORY C.B.S. EL 2t3�.c33 : U-k vNe rrrved eco NJ7FlExR btst.� POSE SoI- ' y ti E OtOln 4cec-& tO be titi - `i R A C T F • POWER obondon per �O 06) POLE LOT 19 1 x IEXISTING SCE � � w�•1 S 55'39'40" W 516.29' —�-_ - - TULIP DRIVE (POSTO) 80 R.O.W. �' - 3°" �"•P '� ROSE ARBOR (PLA-n EXISTING SITE CONDITIONS SCALE. I"= 50'- 0" o� M 10 v __ V S 55'39' .i N. o w I O cv b N 1 n 1 3� cn O o C� '►�'° 'p� 'pro o u W o I ' LIJ O f5 • �a W m b Q �m 1 • PO4M titi. ,gyp o e s � � W 208.71' Iti10 1 I ° O I EXISTING ! Z�h FIRE STATION I NOT INCLUDED 5 0' 01 P 0 10;11 i i 01 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 =j21.85 AC. = 14% 4. CREATIVE PLAY GROUND AREA = 19,603.60 = .450 AC. = 3.42% 5. EXISTING BROADCAST BOOTH = 144'2 = .003 AC. = .025% 6. EXISTING C.B.S. BUILDING = 280'2 = .006 AC. = .048% z O_ N_ W ix 0, �I� OD� T 202W= �a _jz Q W W z Z Y W 3 U W -j W 0: I Q U 0 0 0 0 N U W0 zo rn Z W N m m w n p N F '�O IF m�rn v, O�LLn W >n m N Q O Q m-T m N W a W N � W N Uz Oz rn W ���%//♦�� _z VJ ~ J a' V) a z Q0 0 N Z U m Q ¢N _O 0 0 O O m M LL u0 W 2 u) 'w < n y, Q o wLJ v O > fnI —I V z O F— . z O U $-DENOTES STEEL PIN SET WJCAP 0-DENOTES STEEL PIN FOUND Note: Elevations shown refer to N.G.V.D. (1929 Datum) z Bench Mark: Nail in utility pole at S.W. corner of intersection of Barber Street and Rose- busch Terrace = 22.52 feet M.S.L. x Easements shown on Lots are 6 foot side and 10 foot Uj rear for public utility and drainage SKETCH OF SURVEY Q 0 Lots 1, 2, 3, 5, 7, 8 and 9, Block 208, SEBASTIAN HIGHLANDS, Unit #10, Z7cr_ according to plat thereof filed in Plat Book 6, pages 37, 37-A through °-.,/ O J 37-J, Public Records of Indian River County, Florida; Q /� U- w AND ALSO Tract F, Block 208, SEBASTIAN HIGHLANDS, Unit #10, according to plat thereof filed in Plat Book 6, pages 37-A through 37-J, Public Records < G of Indian River County, Florida, LESS the following described parcel M O of land: w A portion of Tract F, Block 208, SEBASTIAN HIGHLANDS, Unit #10, as V recorded in Plat Book 6, page 37, 37-A through 37-J, Public Records of Indian River County, Florida and more fully described as follows: Beginning at the intersection of Barber Street and Tulip Drive 0 (formerly Rose Arbor Drive), run North 34'20'20" West a distance of LL. 40 feet; thence run South 55°39'40" West a distance of 50 feet to the described thence }" 0 , Point of Beginning to the herein parcel; continue < South 55'39'40" West a distance of 208.71 feet; thence North 34'20'20" `.- F West a distance of 208.71 feet; thence North 55'39'40" East a distance (n of 208.71 feet; thence South 34'20'20" East a distance of 208.71 feet `t to the Point of Beginning. Containing 1 acre, more or less. m W V) All the above described lands situate in Section 24, Township 31 South, Range 38 East, Indian River County, Florida. rSH T 2 OF i� Nov 1 3 1989 M.— f2$ w F- O LOT 12 LOT 13 LOT 14 LOT 15 W a I I I LOT 16 l $EE S! 1FEl l5 of ll� 1 I LOT 17 I I I I LOT 18 i I I LOT 19 T - - - -- --far' POWER POLE 1 3� ino � ROSEBUSH TERRACE (50' R.O.W.) 0 ficA o W-ae OMP N 55'39'40" E 725.0 , G l}rt1 (5 $ EE 15 J!G at PROPOS D MULTI-PltTRPOSE FIELD (360' X 180') - S 55'39'40" We 516.29 tie TULIP DRIVE ( ) (80' R.O.W. e "Ek1SMO FO CE --�pp PROPOSED OVERALL SITE LAYOUT PLAN SCALE: 1 "=50' - 0)0 4e #�P e PROPOSED SITE DATA 1. EXISTING ZONING 2. EXISTING LAND USE 3. TOTAL SITE AREA = 13.15 AC. 100% 4. BALL FIELD AREAS (WITHIN FENCE AREA) A. FIELD 1 = 28,352.87'= _ .65089 AC. = 4.9% B. FIELD 2 = 28,352.87'� _ .65089 AC. = 4.9% C. FIELD 3 = 66,052.07't = 1.5163 AC. = 11.53% D. FlELD 4 = 66,052.07'' = 1.5163 AC. = 11.53% E. MULTI -PURPOSE FIELD = 64,800.00A = 1.4876 AC. = 11.31 5. PROPOSED BUILDING AREAS A. RESTROOM PAVILLION = 875.88'2 _ .02017 AC.=.1534% B. CONCESSION BUILDING = 810.50'� _ .0186 AC. = .1415% C. FUTURE MAINTENANCE BUILDING = 576.00A = .0132 AC. = .01745% D. BROADCAST BUILDING = 100.00' = .0023 AC. = .017457. E. PAVILLION = 200.00 = .00459 AC. = .0349% F. 6. PROPOSED ASPHALT PAVEMENT & WALKS = 57,398.1'� = 1.3176 AC. = 10.020% 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) A. PHASING NOTES PHASE 1 A 1. TOTAL GRADING & FENCING COMPLETED (AS MUCH AS POSSIBLE, EXCEPT FIELD 4) 2. POWER SUPPLY TO BE IN USE 3. BASEBALL FIELD TO BE COMPLETED 4. CONCESSION BUILDING UNDER CONSTRUCTION (FINISHED UNDER PHASE 2A OR 2B) 5. LIGHTING FOR BASEBALL FIELD TO BE INSTALLED B. PHASE 1 B 1. PARKING LOT STABALIZED (AS FAR NORTH AS POSSIBLE) 2. LIGHTING FOR PARKING LOT TO BE INSTALLED C. PHASE 2A 1. MAINTENANCE BUILDING UNDER CONSTRUCTION 2. LITTLE LEAGUE FIELD 2 TO BE CONSTRUCTED 3. LIGHTING FOR LITTLE LEAGUE FIELD 2 TO BE INSTALLED D. PHASE 2B 1. EXISTING RESTROOMS TO BE DEMOLISHED 2. LITTLE LEAGUE FIELD 1 TO BE CONSTRUCTED 3. LIGHTING FOR LITTLE LEAGUE FlELD 1 TO BE INSTALLED E. PHASE 3A 1. MULTI -PURPOSE FIELD TO BE CONSTRUCTED 2. LIGHTING FOR MULTI -PURPOSE FIELD TO BE INSTALLED F. PHASE 38 1. EXISTING BALL FIELD TO BE DEMOLISHED 2. SOFTBALL FIELD 4 TO BE CONSTRUCTED 3. PARKING LOT STABAUZA11ON COMPLETED 4. CENTER CORE TO BE CONSTRUCTED 5. ALL CONCRETE AND PAVING TO BE COMPLETED 6. LIGHTING FOR SOFTBALL FIELD 4 TO BE INSTALLED GENERAL NOTES Qefer fO .6hccts 6 O{ lG r`o<' Oler`o,'ls Vt the 61t(f Povirlg Oro«age Deto�ls. S 55'39'40" W 208.71' � � I ! l � STEEL rrstol/ /��zlr1/otet Meter I a Il C FIRE STATION FIELD NOT INCLUDED I I � y 21i c 12' - ee' C.M.P.. � 2a7 LEGEND 1. 21.9 - EXISTING SPOT ELEVATION 2. � - PROPOSED SPOT ELEVATION 3. a--«-- - PROPOSED CHAINLINK FENCE 4. x-x-x - EXISTING WOOD FENCE 5. womOo- - TRAFFIC FLOW 6. O - POWER POLE 1. ®• - PROPOSED LIGHT POLE 8. E�Eil - BRICK PAVER WALKWAY 9. �, - HANDICAP 10. ---- - PROPERTY LINE z 0 w or 11^I CIA IF) I q1 ¢! Z N N O �_j �W cr) op M ::) 0 z ® o w z fn ®n z 3 < w U w u � w F- o Q -� Q U) U W zo Z W N N W F N O N IF N 0 m Y W _ N Qw H LL n W U�>n m N * Q O m m a f w a � W W N a U� dz W z U) J D z m 0 0 N z a Q� o� 0o a °(m m LLm QD ♦w V, Z U n Q o ma m- W J Q Q .I n Li O F- 0 W CI? Q O _! C O LLJ a- W � Q x cn a � W O LL- [-_ f O >- 0 z LL U Cli < 6� vi x' SHEET OF �Ll NOV i 3 -126 n w H Q E F0 s.0'. 25.0' 26. 'Cl F- BAGI 20.0 20.0' I v • Lp �' •�—X X X t N PAALLION BROADCAST PAD (10'X10.) x GREEN AREA MID.) BLEACHERS (9' X 15') BASEBALL FIELD LEGEND 1. 21.9 — EXISTING SPOT ELEVATION 2. IT.�)) — PROPOSED SPOT ELEVATION 3• x—x—x — PROPOSED CHAINLINK FENCE 4. - PROPOSED LIGHT POLE 5. - - - DRAINAGE FLOW go, 6" i (I TYp.) 4'-0" 17" 4'-0" j CO \ �� m BATTER'S BOX CATCHER'S BOX X-7" HOME j PLATE m m LAYOUT AT HOME PLATE ;� � c.1501:&S 1. FOUL LINES, CATCHER'S, BATTER'S AND COACH'S BOXES, NEXT BATTER'S CIRCLES AND 3' LINE SHALL BE 2" TO 3" WIDE 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. NOV 1 3 1989 Z 0 N_ w cr II —1 NI m I v I In M W W 0 N U — LLJX _jZ OD W < Cr :D �a O 0 w Z Z 0 w Y w Z ® !A 3 Q U w w H -j Q 0 n w o m o x U Q o U w U W 2�o Z WW N w m m w rr �npN N O p , Y W O N V, O~LLn W uN>0 m ¢ O a m v m Q v a W � LL W UZ OZ W V! 0 rrAA _Z V! J aD N p Z m O N Z U w a Z a� w o m < o o M F LL W .A m'V) u U) n rn 0 w a O m m T 0 m LL J J a m W U) a cn zx 0 0 F CL �O W U t� �— 0 z F-- a- 1- (n cn d (T1 hl (1) SHEET 0F�� X •—�_ k_ k ` T \�--'/5' ON DECK CIRCLE F C BOX (5.0' DIA.} BACKSTOP FENCE -----7-- 20.0' HIGH 8.0' HIGH / 20.0' LONG / --- �5.0' LONG DUGOUT (TYP) ' P•AVILLION GREEN (�'•) BLEACHERS (9' X 15' ) SOFTBALL FIELD, SCALE: 1 "=20'-O" FIRST BASE LINE 1PLATE LAYOUT AT HOME PLATE N.T.S. i GENERAL NOTES: 1. FOUL LINES, CATCHER'S, BATTER'S AND COACH'S BOXES, NEXT BATTER'S CIRCLES AND 3' RESTRAINING LINES SHALL BE 2" WIDE AND MARKED WITH WHITE CHALK OR OTHER WHITE MATERIAL. CAUSTIC LIME MUST NOT BE USED. 2. THE HOME PLATE, THE PITCHER'S RUBBER AND BASES SHALL BE OFFICIAL SIZE AS USED IN REGULATION BASEBALL. 3, REFER TO SHEET 8 OF 16 FOR GRADING OF SOFTBALL FIELD. 4- -F- f e%LI AILI 1 I\IV =Klf%t' X x X X x LEGEND 1. 21.9 — EXISTING SPOT ELEVATION 2. (ZD — PROPOSED SPOT ELEVATION 3, x—x—x — PROPOSED CHAINLINK FENCE 4. • — PROPOSED LIGHT POLE 5. — DRAINAGE FLOW z O w m it ^ 1 l4I Q1 1 q I LO 0) Z co ro NFU �W = 00 < m Q 0 0 w w O z z Y w z 2 3 U w -j 0 W w= Q U n 0 0 0 0 Y1 U Wo zo Z H N W � 1•� n N N O t0 • P1 � � vl O�LL� W >0 m`^ao H a m v m W N (L W u z OZ ILI �z z J V) O z O N Z u W (1) a� a W fl� >o09 a W O 0 mWF U. 0 5 0 _ M• m N Ln (n I O m m a O0 Lu ..J w Ca z �r x cn CL 0+ 0 V 0 1— >-- OCL L F- u_ m til SHEET OF NOV 1 3 1989 W H O 0 1 PREFERABLE GRADING (BASEBALL AND SOFTBALL OIAMONOS) 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 verse. The minimum slope for drainage on turf areas outside the skinned area is 1.07 when adequate subsoil drainage is provided. The maximum 13 2.5%. Perimeter drains may be provided `or paved areas. Underdroins are not recommended beneath onved areas. Subdrains and filter course are to be used only when subsoil conditions recuire. Where subsoil drainage is necessary, the spacing of subdroins is dependent on local soil conditions and rainfall. Subdrains are to have a minimum gradient of 0.15%. 30.00' IM-15.00'- 15.00' 3.00' 6.00' -- X— X— X— X— X— X j— X X — 0' 3A o / 1 Q• 00 I OPENI1 NG � raj -f' o X B,�TTER'S o X—x—X—X—X—X—X- j EDGE. OF lo,Z BOX z ' W FENCE LINE o', >. ' CON C. SLAB "'CL 1 x Ln = o + Ii 0 X— X X— X X X X+=X• X- FENCE LINE DUGOUT DETAIL N.T.S. LEVEL AREA N ' IN t--j NOTE: I PITCHER'S PLATE The degree of slope from a point 6" in front of the pitcher's plate to a point 6' toward home plate shall be I" to 1' and such degree of slope shall \ be uniform. Rear slope gradual to edge of skinned circle. LAYOUT AT PITCHER'S PLATE Z 0 a W Ix —IwlMI VI in M CD 0) W D N�(n�Z 0000Irnoc� 0 0 W W O Z Z Y Z 2 3 U W m to 4 W f- 0 W M I n 0 0 U 0' M, U W i o m Z W MM W (no-m N M Fr I/� U W _, N NI Otan }0 W L mNma [�' W °a J W N a W in UZ u Oz W u z U) ~ J aD o z W 0 o N Z U W M Q 'z o m W > o Fr°o ¢ W O W /y� = F LL D W o = U) ♦w MNUn L ¢ o wv a, m c 0 G > W ..j Q W 0 0 I W E z Qx LA - QCL as � wa U W !J U Ln 0 y r 3 t3$g SHEET OF �� I� OILO UJ Q J Z UJ a- .Ti LOT 10 I I I I LOT 14 L-- r- LOT 15 LOT 16 LOT 17 I LOT 18 LOT 19 Type 'e ' lnlc t lop. Elev 2.�.2fo c� Inv 19.5o0 ROSEBUSH 96'- e5 ""C.. A. F ti ��• �o'a� EXkS-T. 3G" Gh'lP M(-T92-eP E1.112 4eCrrivH CBOT I "r?c-)4 "(2. 2-13 imv. % 10. 0 Q CL (50' FOX) P 7 � t►�1 u n � -T � H&TU=4bL G N i?,-A A- 1 ROPO D M' ILTI-PUPPOSE, FIELD (360' X 180') eP v -t- CP w 5e FC , =2(7 �C' q� r--- x - x ISTING PLEGROUN( 0 X ' le If' -V - - +9 S 55.39'40" W 516.29' n TULIP DRIVE (PosTO) (80 R.O.W.) -t-40 - 30' C". 1p rp� i 00 NOT INCLUDED 2o t212' - �' GM.A. �i7 PAVING & DRAINAGE PLAN ��►.� I"= moo'- ��, I I I I 1 - ��� feted End Sec ton I�5'ee deto�� 5'heet) lnv E1 = 2-0. 0 (A �Ze9rade �` Sod Fxlsteng Swolc cIyo) lop I O� N O O NOTE: Qefn- to Sheet 9 further oet01,15 of �orl�lrrg /-"reps. W. lop 11�2 WGO e,' Meter GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the 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 Z 0 W N W zW p� �d WW n.� W3 'P w ^ a F) v N m prior approval of the Engineer. N 6. All construction shall be completed in accordance with the (3) ac J S j 07z applicable ordinances of the City of Sebastian. 00 X _J Ir z (1) 7. Refer to soils report prepared by Empire Engineering and Testing, Q Inc. dated 03/01/89, for existing soil_ conditions. a 8. Topographic and boundary survey information prepared by Z W U 3 W U W James A. Fowler Land Surveying Co. dated 02/13/89. m �y Q W W W Q W M _ < U 9. All density test shall be performed per ASSHTO T-180 method. 0 0 U 0 U) 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 Z W line. '„<0 F'o°N 12. All pipe shall be laid in the dry. of°n W M 13. All parking spaces shall be delineated by 4" white stripes. <0 14. All handicap spaces shall have an FTO-25 sign placed at the Q m * (L space in the amiable location. W LO U� 15. Engineer shall be notified at least 48 hours in advance for 0 z z any inspection. U) W 0 z 16. All spaces shall have a 6" concrete wheelstop. U Q0 17. Concrete pavement shall be provided with contraction joints z z m (20" max. spacing) with 1'" depth. Z o M 18. Concrete pavement shall be provided with a pigmenten liquid Q Ln °o membrane curing compound conforming to the requirements of }� oM ASTM designation (309). m LL 2Ln <0 19. All areas disturbed by construction shall receive grass, W It 0 mulch or solid sod. 0 X c > evor6:: See Sheet 1O of 16 fbr toyout of renter Core 4�-Ca' LEGEND 1. 21.9 - EXISTING SPOT ELEVATION 2. (:M) - PROPOSED SPOT ELEVATION 3. o-o--o - PROPOSED CHAINUNK FENCE 4. x-x-x - EXI STI N G WOOD FEN CE 5. 00 - PROPOSED LIGHT POLE 6. EEE - BRICK PAVER WALKWAY 7. - HANDICAP 8. - - - DRAINAGE FLOW 9.----- PROPERTY LINE 10 20- - PROPOSED CONTOUR LINE Nov 1 3 1999 W W � z 0 < a- 0-' 0 0 06 z Z o < X W ( Q_ Q M 0 W C) LL- U) F- 0 Ir- �0CL Q U Q w En SHEET 8 0, �t-IDS' rl a d q W v ��M M ®r 20 I L41.1l9 ' 44 mU E- S z 'Overhang Gfo lo� /, lv" Qe�rrf. d`✓hoel .5'top l" type 5'-1 �sp!`7olt m - ("lace 60ttorn of - 60d 9" 6clow Poveag Born 5urfoce !�""grin �" Ceme -Ock 60se 98 % Dcnsaty G " 5toblllzed Sub9rode 95 °lo ©enslty F. B V 75 ,45A 41- T P41VlN6 N,1.5 450l700t Y O/ 4- -- 6' l8' Porllrrac� 2Q' Drive woy Wheel Stop (('yplcol Eo. 6poce) 20` Porklc79 20Q. O 00 ' oa' ~Por/�irtg Or�vewQy Slone I zo001 J Porl�ltry Porlalr79 2Q` la' Orl,ve wo y Par/! ray >t NOTE . Sec �0(0,7 WeW for &C voteo' 05 Z 0 W M r CorrdscQpe II I C41 M I v 1 0) N 00) 'S 0) -1JW= MMcr X?(f) � Q 0 0 W Z Z 0 W Y Z m 0 N 3 < U W W F- -j Q o o o 0 o a P.4Qdl1(VG gQC.4 5,CCRON A - A U Z Ln N. r. S. Z ~ " w w w w m N t O D w to M r -_N. r. 4/z'"Concretc l'ovemc�7t w� U) O F O n z " 1 z �" �" G"aelrrf wheel Stop 6''k 6" !O(!o W W. M. tmn. W m m a L! ht Broom Finish m o �-:1;1,:: � •�. ,, _.��� 9 30D0 P5'. I Cornpl�sslvc � � a i f:• -/ I Et- Q w N a i �n (( trcn9th !n 30 Do s in Z Or 5 UlrC!7{OCCed yZj ..AA LINE POST CORNER AND Z GATEPOST VI Z Place Oottorn of r__-__ vi Sod 3 Be(ow Fovrn Q N o Surfocc a"5'7`ob�llzcd 5uhgrodc sottorn wrdth (/artes(Sce l�lon) NlotCfr ccx. Ground o o La m EXPANSION FABRIC WELDED TOP RAIL::,, SLEEVE TIE GATE 96,10 OCr7slty f B• V 75 z _ Q i om w > o a o I a w � m F F = 'Tj C'ONCIQ E M t04 VIA G DETQI _ 5. U) MNU0 Ln ao ® W, m� /LATCH / 50ll0' Sod Q I 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 & Euoank-, Philadelphia, Pennsylvania =AVED SIP TQ VTROL aS5 D EDS See Plon VlcW Place Bottom of Sod �" d" vrrrelr7forccd Concretc below cons 5Urf0CC z5oco P. S. 4 5106cW,44 C 067414 N. 7', 5, - Flow C10e SECTION B-B 0 �_- �L o � Call CO,-7CC to to be 3000 f, S. Z. PLAN VIEW aEE IFpoT ►vivsy. NO. 2-1i MITERED END SECTION PLAN vvc c v< /, I— < c. v, < /. v QETCAVrION .4964 SCCrI06 O -B 5tror9ht 6or5 2"x 3(!6" Qet�cul«-7e 6o�s l r�Ax 3(!� �orrds 1 �Jzx r(Q,. GRATE 3, Q„ 5 �(a 2, O" J 5 3/d /Grote I = �l I 3000 R6.1 concrete I I - — Compacted 9U09r0de SECTION TYPE 'C' INLET 1 N DE K NO. Z-152- w 0 W Q rr �M 0 V z Q 0 X o LLJ tt+� ll / CL m< W W C.)V ! tL- � O � }- O F-- CL t_) Q a) 41 to SHEET t k OA CA EA-t197 In 0 2_.,1 _")11 FLOOR PLA N u - I O11 411 _ I I__o 11 � -T H �LEVArI oN V1411 r I1- O 11 _ELEV4T101�t5 1 /,411 _ ' 1 _ O it � An to 8CO Cop s�d«g COKE ��I LL[e; - ez La ,:::n,Lu- L.a Il^1 C41M VI in Z OD N — _ 72 to 2 Z cn a)����Q a o w Z Z Z Y W 3 u w . m to Q w t- Q o o u o W U w o Z O 1- N wW m m Ir-4 O � N m � = m r� YwON V. Own W u>>F m N Q O m m a Q I v f lo! a u.� W Ln U Z_ OZ .A W VI z _Z VJ ~ t0 p 3 G 1 Rt7ER Z m © O N Z u w n Q Z O h Q W O cq > 0 O � 0 W 0, ' j r� 1 _ Pi f' 1 OeILTGI U) m N U n o ® m wv rn m " Ln S fr O i > w F� aL.t_ j To F3E 7p 0 z X 0 Q W � I Cl)CL Q-2 mO W U Cn LL_ V) o� �® Q U� m w SHEET Ig? OF 0 W F- 0 , . , /% ^1 r C-% A B A r' , . , , (" aTS FO R SECTION A — A 1/4" = I 0�1 HlM VCIV I LAP SIDING 0? GQ �CIO_� a�W� a)xxxz �a O 0 w Z z 0 w Y w Z m 0 w 3 Q U w w �- -j Q 0 -, w 0 w n I U Q 0 U a I. t , v W 0 zo 12 Z F N W th (h 41 LAP SIDING """ n a N v, 'n Y W O N o LL WOOD FRAME VENT W V � < 0 I LAP SIDING l a1d N Q E N a 1� W W a i - u z � W SPLIT FACE SPLIT FACE CONC. BILK. z J N O CONCESSION PR. DBIL HU G ALUM. 0 Z 0 U N w m 4 z a u" W O 0 �iLo M S F tG N = uFl m Wa -ISPIJIT AC ® m m w AIR VI 2 TUBI FXTR. SECTION B—B 1/4"= I'-011 i 2 4 - 011 g�1 12'- 011 811 YY IIVV VV hi L. L..J ELEVATIONS 1/4 = I— 011 12 3L. HUNG _UM. W I N DOW _AP SIDING SPLIT FACE 44. e'Ll7Gt-+ ELEVATIONS 1/4" = 1'-0" 101- 011 I. 4 1 — 611 Z 51— 2 I1 o STORAGE BL.RUNG ALUM OWS 2 TUBE FLOUR. FXTR. SCORE o BOOTH 1 o PLAN 1/4 It = I1-0It I C 1 v SECTION A —A i/4"= I1-0" O O m ''F— V/ Lij Z U 0 a cr) L- (f) V Z O U Z Q X Ld V JCL L,J 0 (JoU l� 0 �0 c� U' SHEET 707 0 _J LL Q m w Ln PLAN 1/4" = 11-011 Nov 1 3 1989 e G-s�rT�7� •' � '• -°-r ll: 00S/NO CHAAl0ER A. ALL ELECTRICAL CO/NPOIv E/VT9 SNALL A4E67* THE 97'A/V0A1T09 OF' THE NEC 4' ALL LOCAL COO ES • B. CONTRACTOR SHALL SUdM/T SHOP ORAWW S Of TN6 SEPTIC TANK 9Y97&" TO THE -OA' APP/TOVAL TR/OT TO I/V5 TA LL A T/ON. ALL Sua 9T/TUTIONS SHALL BE APP/lOVHO el Y THE ENGINEER PR/0IT Tiff 0,TOeM1/V9 . C. 008/"(9 CNAMQER COn/T'ROL PANEL SHALL dE E3)- 8TA-CON INC. OT APPROVgp EQUAL ANO SHALL /NCLUOE THE FOLLOWING : I. //5 VOLT TACT/NG-' 9//VQLE PHASE. ?—.ALARM LIGHT W/7f-1 RESET. 3. HOA SWITCAr6 9 . RELAY. 5. MOTOR BREAKERS AIVO STARTERS . (0. LI(3i47N.:I/VG 1=T07'.6C7-/0N Z-ZIX Z'ALUM STRUCTURAL TUB/NG N/QH WATER ALARM L/GNT CONTROL PANEL 6uPPOT r CONTROL PA/VEL - NEA^l,4 d 4� pvC, VENT ` ACCESS FINISH ELEVATION �ATCN 2 3CHE04/4-E 80 PVC CONDU/r FOR FLOAT CONTROL f" MOTOR CAe4.E9 iNIAIISH BRAVE - BUR/EO ELECTR/CA L TO QE //V9TALL EO BY NFL E CONTRACTOR TO NEAREST CONNECT/O/Y DEPTH VARIES TETdwwvAL OE9/GNA7,69 BY UT/L/Ty', 3EE B/TQ rLAN 7b FIN G�� ` HANGER P/PE FOR Q� PUMP MEMO VA L �PYC /!!� P/tEEQOARp FFrio vENrav CEXCElr09 /6 9'a —�- TEB NOCO/NO CAPACITY) _ _ _ _ qU/CI< CONNECT 9L/0/NG COUPLE nj /YZ`G.V. 'BOX L/pU/O LEV�'L WQ N W� MERCU/�Y L/QU/O ZsE,P=7'1C CYEs C-fM LEVEL CONTROLS j, TO AB90RPT/ON BEO TANK (SEE 9/7-E )-L61N)� WGN WATER ALARM] /Y2'' PVC O/9CNA/�OH P/P/NQ O IWUMP ON � ♦ _ ELECTR/C CAQLE FROM PrIA4R9 005 /!VG CNAMQER � PUMP Off — ALTERNATi — VALVE C/tETLr 86T/C /"Q-CAST CONP _._y-----`-- o O o R1P ��34�Q TANK V'009//V(9 CNAMQER Cf "C M//V. 3000 PSI O Z8 DAYS) IIU i1G�-T-r GO�ZI tC� E _ (8 rr�r -rcrA is r�ra �1 RAP l u K1 rM Z/11N'Tt ��r�'G G}lo�r�l�� TOP OF ABSORPTION B£D Z'-o"rrn 3-0•' rrr ISi9' BUILDING PAPElZ ON TOP or DRA/NFIELD ROCK EXISTING 3 —�773 EX /STING GRADEir 000 Wag wo COMPACTED, CLEAN PVC PERFORATED PIPE V40 To Z' CLEAN DRA/NFIELP LIMITS OF EX /STING SOIL MATERIAL EXCAVAT/ON GLASS I SAND (INVERT EL. r )-PIPE ROCK CONFORMING TO SECT/ON BACK FILL SHALL HAVE LS /NZ PEIC FT 'JO/ OF THE F.D.O.T. STANOARO rEKFORATIONS . 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