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HomeMy WebLinkAboutGator Lakes Residences (Bldg. C) 47257CNECR LIST Mp 88-2106 Project Now: CATnR TAKFR RFgTnPMCV — 2 STORY (10 UNITS) BLDG. C - PHASE 1 Architect CURRIE-SCHNEIDER ph. DELRAY - 276-4951 Contractor: Owner: M. H. WILLIAMS CONSTRUCTION, INC. ph. MELBOURNE - 951-2882 TRIPLE A MANAGEMENT ASSOC. ph: DELRAY 427-2400 Address: 4517 REEGINA DR occupancy Classification: FT. PIERCEE, FL Type of Construction: Height and Area: ,? 2 �-P Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire protection: Ut,S unhJ-0eecre B. Egress ^Requirements: /''fy �jcc r //O s� •././ �„� Other Requirements: VA Elevators Sprinklers 6 Standpipes Combustible Katerials - Interior Roof Coverings Light - Ventilation - Sanitation � Handicap Requirements p V Plans meat to Fire Dept. - Date: (J' J f_ ? T Approved: r water Sewer � t Energy Code Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance k Threshold Affidavit/Before Issuance Affidavit f !/T- your s, 5't=`j �J2 l/� Y • your ew.o( u5mii,�l I be made for coclP I� fi; LUCIE CO T ER IT APPLICA ;with Ti .�j,11D1� NOU. T'�.�-ff- - n Urdlnance NS. EC 1 3 r` �% � .Ku, PERMIT NO. / (CODE x ) SEWAGE PEWIT NO. APPLICATION FOR PERO TO CONST JOB LOCATION/ADDRESS: 12 LEGAL DESCRIPTION Blocks 2 & 3 Lots 11-26, Block 4, Lots 1-22 of Revina Palms Plat Book 4, page 82 RCy(;a(CT : DISTRICT///q�� /��LZ- ZONE FEE GSS/DA% �� S y MAAPj FLOOD/ZONE � ELEV — LOT BLOCK UNIT SECo2 3 TWpp 36S RGE 40E PROPERTY TAX ID LOT SIZE/DIMENSIONS EST I GMI =' XGlZ.4Z xG SET BACKS: FRONT —7&tc✓(222r REAR Z SIDE ✓,-31�7 r SIDE i/ i -71 r SO FT T7ILDING: ARCHIT' CT: CONTRACTOR: OWNER'OF JC nvrwin AoaA G cJ M S7. errcccnuv RAD2rJ: NAME Currie -Schneider AlA, PA. PHONE 1-(407)276-4951 ADDRESS 355 N.E. 5th Aveneu CITY Delray Beach ST FL ZIP 33444 STATE REG/CERT # CGCA12324 COUNTY CERT # NAME M.H. V1illiams Construction, Inc. ADDRESS 1990 W. New Haven Suite 310 CITY Melbourne, STATE FL ZIP 32904 PHONE (407)951-2882 1050 S. Federal - PHONEI(305)427-2400 CITY Delray STATE FL ZIP 33444 TE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared Michael H. 14illiams , who upon being duly sworn, deposes and says that the information containeS�in the foregging app*ation is true and correct. Applicant Sworn to and subscribed before me this day of Notary Public, State of Florida at Large SCHOOL Required ❑ Yes ❑ No 1 Amt. Pd My Commission expires: Date Pd posted '.1'4,.ieview of your wilt he made kf ui ordinance No. PERMIT NO. APPLICATION FOR PERMIT JOB LOCATION/ADDRESS: LEGAL DESCRIPTION Blocks 2 & 3 Lots 1-26, Block 4. Lots 1-22 of Regina Palms Plat Book 4, Page 82, DRIVEWAY PERMIT REQUIKtU es No ROAD IMPACT: DISTRICT ZONE FEE Date n . S/D MAP # FLOOD ZONE ELEV LOT BLOCK _ UNIT SEC 3 TWP 36S RGE 40E PROPERTY TAX ID # WZ5p ' 4d3561 ©a51 n�P(e 3 4035 b ZONE / GMPP��--� � — ! LOT SIZE/DIMENSIONS , X�1Z' qZ IOC EST COST�� ! f C -=t— SET BACKS: FRONT t w Zr REAR t 2' SIDE 3!17 r SIDE ! -7! r- 1 SO FT BUILDING: LIVING AREA J S ACCESSORY RAD^cnJ; ARCHITECT: NAME Currie -Schneider AlA, PA. PHONE 1-(407)278-4951 i ADDRESS 355 N.E. 5th Aveneu CITY Delray Beach ST FL Zip33444 CONTRACTOR: STATE REG/CERT # CGCA12324 _ COUNTY CERT # NAME M.H. Williams Construction. Inc. ADDRESS 1990 W. New Haven Suite 310 CITY Melbourne, STATE FL ZIP 32904 PHONE (407)951-2882 _r OWNER OF NAME AAA PPVPlrttlmPnf" Aqqnokl PROPERTY: ADDRESS 1050 S. Federal Highway PHONEl(305)427-2400 CITY Delray STATE FL ZIP 33444 STATE OF FLORIDA, COUNTY OF ST. LUCIE 'Before me, the undersigned authority, personally appeared Michael H. Williams who upon being duly sworn, deposes and says that the information containe in the foregging app cation is true and correct. -- Applicant Sworn to and subscribed before me this day of 19--• SCHOOL IMPACT FEE Required ❑Yes No Notary Public, State of Florida at Large Amt. Pd My Commission expires: Date Pd Posted ... i i _j'LJit._— PLAN_ r+VIEW L Ca�_____— ___ .__—___ ----- --.__. Type of use as defjined ny Zoning Ordinance. a.) Parking: ICI Ratio Number Required 9�_ Number Provided'�� Handicapped Requiredi0 Hanoicapped Provided 0`fstreet Loading Area? Y:_ N: b.) Landscape: Approval X Disapproval c.) Signs: Indicated Not Indicated Note: Separate Permit Required a.) Setbacks: Approval Disapproval Base Building Line Compliance Y:x_ N: Building Spacing Formula Used Y:_ N: e.) Driveway Compliance - Refer Ordinance 87-0 Approval Disapproval 'j Note: Driveway Permit Required Jit .; {'i.ra Cuiilp I L.j fl,J r°. v: 9.) Ruadl Impact Fee Y: _ N: n.) Comments: ii5 ��-r�- -- --------------------------------------------------------- Date In:f�,_ ?_ Date Out: U Reviewer:c I I j t 'I ;i s Y i BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREe'otJ FORT PIERCE, FLORIDA TELEPHONE 465-6655 County PLAN NUMBER #1709 DATE RECEIVED-5 2-88 CONTRACTOR: M. H. Williams' Construction PHONE NUMBER: 951-2882 _ ARCHITECT: Currie -Schneider PHONE NUMBER: 276-4451 OWNER: GATOR LAKES 2 story 10 units LOCATION:- 4517 Regina Dr l'YPE OF OCCUPANCY: Residential TYPE OF' CONSTRUCTION: V = unsprinkled SIZE OF BUILDING:— 8,437 sq. ft. NUMBER OF FLOORS: 2 RE�,UIREMENTS: C:t k stairs. Attic access. Zhl 1. Recommend moving smoke detectors adjacent to kitchen to avoid false activation of smoke detectors. 2 2A-10BC minimum fire extinguishers each unit or every 75' of travel distance on exterior wall. ' a4v w} ,. x� A .T�.�.3i o a c_. S(. x �� i .e v3.-' v :. .� f.. ba i5 ¢F✓ .. _ - r.?dr d u.. JAIF, n PATIO a _r 14 - , � . � l`1 .. ,. �........�,. • ' _ `':.. � - f""'_""'""`rk=---�...._ _ _ _. _. . •.,M-yr+;-,. ._ . _.. ti t F t. ff Y AIA I PA Architects, Planners & Interior Designers 355 N.E.5th Avenue, Suite 6 Deirav Beach, Florida 33444 (305}l276-4951,737-2279,391-5597.. ,Re,isions:. Bids Permit: t— ` Construction: Client ApnrovaL f SC H N E I DE t % AIA, .. Co�•C� oc G l7 r4LASS IH AF-lOtt F TbP C.,F WAL.L. EL • r__" 9 -9�-- i?16115ED STUCCO 5AN D RIGHT SIDE ELEVATION j�ii�;l•c%�� t 7_ +IZ--j-rr—�. + G'- 9 r rlUIN 1 CL.0 Vt1 I IUN CURRIE SCHNEIDER AIA,PA Architects, Planners & Interior Designers 355 N.E_5th Avenue, Suite 6 Delray Beach, Florida 33444 (305)/276-4951,737-2279,391-5592 Revisions Issued For. 8ids: Permit: 5-(r�-. £�lv. �-cj-88 Construction: Client Approval: Project Title: GATOR LAKE RESIDENCES ST. LUGE COUNTY„_ FL. Drawing Title: ELEVATIONS FOR AGE CY REVIEW SCALE 1/4' 1' -0" Uate: 8-9-88 Drawn By: M.N Job Number: 86347 Drawing Number: A4 of 8 AF 1e 456AE CURRIE SCHNEIDER AIA, PA Architects, Planners & Interior Designers 355 N.E.5th Avenue, Suite 6 Delray Beach, Florida 33444 (305)/276-4951,737-2279,391-5592 Revisions: AaTTI( slC,pnvNl.N Issued For: Bids: Permit:*Jb6 /.. Construction: l —� IHfr_&_rr'4> \Y6L-L- ' H&L. L 610(4iIWLiIE r) Client Approval 'PL-D _ %cs aF rt;•1� _.. .i NAL 4ii LALL. P5�' �Fr-� IVIZLf - �9 nc ., ,f Project Title: _ 7, _ - K ,tor,-F �K wpLL h�GTiO 7E� G AB 2= -7 s _ {`y\ ATOR LAKE C4 r_ + S EN RE ID CES i L t - � "y?Y: ?-�'Fzl _ � _ � rbP OY cCNC BEF!"' � _ � Ll�� ' FIwNc aEAN .... _ _ . , of .7 In 8 If- TTP.� dinjn Iiwin bedroom g 9-: bedroom -- DROP SI,Afb *j40 OM ♦ '._ ! � SLa PCI%21 � gL,�PE Il/?-7N4RP +H (o GONG s As1 - our E � h, _ - set a�. _ fr +_ ,; �aE!<., ...: ST. LUCIE COUNTY FL 1 - r Drawing Title: b$�il bedroom , , bedroom =_ SECTIONS dining SECTION THRU LIVING/DINING 1/-411: Ii.oll SECTION THRU BEDROOMS SCALE 114' 1'-0" Date: 8-9--88 Drawn By: M.N. Job Number: 86347 Drawing Number: '-F AUG 2 5 1988 A6 of 8 ur. �. ;., _ . -,: �, . �..a � .... .t. 9 I IINotIIIN IISol lItDo A" IIIVllS MOM a- InIIIt�Elw, Alto owl -1 ..... IINoIIIIIII$ IAN NINIINIIIlIINIII-AX-no -n"KA, ZZIGO QVIVA IItoI-mm-, inIIIN6-10 !As' g, fflkl4mip� ire - IIIIIOki, Son II-1y INNW IIIMom' ........ . .. . ...... IIIIIII-W4. IIINoIIIIIIIIINII7,No IINoIlIINIITV he =A IIIIIIZV 1MV IItits IIIINIjif ININIVIVk INIlIIfoi- "A To= A lIINI1 two I 'n" to. 442, INIISIT IIIIout VlIIVic IIIIIARE INIIIINIIIIIVIvim fit II t43 rovisfahs of Division coaled IINlApplicable p Ing,, A shall Cove. n work under each otIIIContract Requit technical IIlow Am IRS AZV, INCLUDED II— --------- — IIIProvide 3st, IeowcrL, re, IQ 70 %-I INeach tech ! orwon of An, exag, tIN It11 ...... Icnag-, IIIIIIIIIIVQ-. 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C � •a i F - - - -- I , a �1:. auercus aura- ar 5 ove and � 1 ' * olia Laurel t -' �'• b' :�•,,. ywii>. / hi, 1 11 cal. iTuercus vir iniana Live Oak l4;, erica cerifera naxmyrt le r4ln$ -Il'h,ct. Sa a1 p lmett , , _ii'sprd. mal steg d aage valm ta,-e r x/in u t ihrubs i 6 �' asparagus sperengeri Asparaf us Fern B •• - 1444 3prd. Cs L N'D'I, C!' P e N0T'IES: Cortaderi s;_l:.ana P � _. ' Ful � ampa,. s�-r:s a �� � :c li 7 i L e Q IIIII1111 �= =1111I :Il ' 11= Y o c --- -- {�„' .laeagnus pun Pens Elaeafnus 18"-24' t, •, 4- 1) All pLanr mat -_ial size shall conform to the O.C. �ul1 current ",kmericn Standard for Nursery Stock", 46 � ottria f aseri F,ed TaD Fhotinia dlb,!J.sh. d by Am r'can Association of Nursery- a'Var.'G.C. ttosperu: tobira '/ar, ritiosporum nen, 230 :Southes-n Building, Washington, D.C. : 'UOOa, and shall. be Florida #1 grade or better, SC-1riJ oN� acc o-, dx:ig to th � current "Grade and Standards for Vui se:-y Plaits", State of Florida, Dept. of T A„siciilLu-e, Ta_lahassee, F1. Ltl,l k2{ Fk `� S w �( � A• ` - 1 5 I"E-":�C-v,� yv/ 2) All _ ,an . ng b.,ds are. to be top -dressed wir_h 2" of :.'lrt:edded cypress bark mulch. 3) All p-010L:.c rig;it of ways adjacent to the pro- 4 perty shall be sodded 111 the edge of the road. i 4) All, a.r..1; not paved or planted shall be sodded r� UY. r� in a good grade of St. Augustine "Floratam � 1 sod. r'r �_ e�� /�z� " �i • fir �� 50 . /41G/'IA F L 5) An irrigation system will be provided that 5, Fe--eQ�4r� H will previ.de 10)% cove,. -age of all planting Pe-, ra'� FL 44.4 2`Zo.�3 Cowlsr�p n- areas. GATOR LAKE (et The owner or his tenant or agent, if any, shall be jointly and severally responsible for mainten- ance. Landscape areas shall be maintained in a —_ - healthy, neat and orderly condition, and shall be kept free from refuse or debris. ) F�T. W J a W a � o � 1 5 Z W M IS LEI I')5--, , MONSOON *.1 3. > I�T M�mmill 4 7? V i- �7* - Q� - i r j Olff :TV ow A � wwi�Xf R 47- j�r 011W sk �� "l", z , 10, . . . . . . . . . . 0, mi ;lj w - eF 4 'it sly, its' I A ,w m X T71 I l-r-, 7T ws mij t "m NOW 4 TV 4 j mva�w, - N-, i -I AT r, Iva �-C R KU K ff ZIN; Milli Em", NOW I 51 f 4', gm g T F -"�g T"T R -0, �qv 4, ogle, 111% il �I. 'c' T 11 w Zvi OTT; r W -W aT,"i ;w- Z W A OR,-, W� &m"Wkw, 0-m xm- wymm 1W ilk. 101 Owns lz-14k�. k,� i 1�, O,2-V,�-li�iev; mi-a, Mill,�T i, AM& P0 my 1AN MF INNIVEM-W", .......... W,, �01. RZ, "1111411 Low At 4", -RMY, IN al P, HE ;SOW MKITA -TiT lksii C, ORK T ZU i MAN 11W TiTimv *4 MTV, g -ummn gag A 07 5L- sp AN W %W A W, Ism `7`1 MENEM - 2 ARM Z`T! W? i m P P:M Tl� 4 STU P 1PA, g", w ap MINK 0110H A W, JQ ,W� flffl� QQ ly E WINE W A RE hill �Vll -'a .1 - I'll, "I l -, '! �,, " V, , "�T)U'v4", -�� ASHIVICS. nod TEO K% WIN -Z a&!, kgl� KOWA-, 1- 5AX"', 7 k 411,W)FIX-�-?Ko"R V AM 'et "R _a non annoy At! 4, OV, e"X�V "44 T, J7�"; , w - "I'll " � 0,", Jk, kid) t-'flwL; Cu C*) I wr__* -'s, �: -,T­'c*­r,,V_, *Ig f - l:,?- _w Wd �,r �r� IA; 1', 4,� "I uawv� -W T v" A, kmk Mmw x U) LM 1001k ot, ME 4- 1, _0 WE 11 0 Dirt i n _0 drive'v 06 1 50' .... �N'Vl q v� 18"culvert P. P. P. P anchor P P PR S89048'57"E 650.11' 21"x 15" cu .0.0 U) tron6e to _0 LO 0 LO - 0 TANGLEWOOD On 106 RPL. if Tproject Sign �0­w) Ir;,f 0 1 M.C11 N Ir 0 R 25' _0 pad Chain link fence N R 25' R Stab, ca M Par R 15' LM IRS' R 2.5'l g. Envelope Bld R5' Bldg. Envel L. co IRS' x IMA i V� T ape 0 Stop Stabilized Gross L.-Car Stop Typ) I rs C4 I L `TIP, I A Parking H Two Story L0 LO m A"N It", �,W 5 IM 0 Bldi; 01 Bldg. H 1 21 9 1 Bldg. B 0 44 wo Story 50 I-rov. 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L� H R 2.5' R 2.5' _J TO BE PAVED PRIOR TO C.O. a 0 F BLDGs A-C LLJ �/R35' R25! 0 -u` FR 50- -Project Sign C', a) R 7 5�=_Lr, _R 7.5' '0 Otop Bo n < �_J,fff � � ;f f, , L ,, ­ I�� 4� r R50' U) `P� ";"e", �`431' 5 5 _1D - I t ICR 2 R25' R 25' 55'_ LJ 55' R 2.5' 55 ign 1 H L� LM H I PT - f R 2., S :,,� " I H-N .J 9. 15 Act I X 1--Car Stop (Typ) I Bid Bldg. Envelope-**' Bldg Envelopej g. Envelope.,J Envelope Stop T 0 Bldg 0 76'Pr V, - Bldg. J B Idg. Bl( g. D 76' Prov Bldg. F 01 7F—i L _0 � 'III - — ; , 6� ItV P 1* 2) Two Story Two Story 11" 1? 69' Req I K =_1 Z 0 Two Story _7 01 Tw Story !D < -0 1,5'Req. 7 0 ttf '0 LLJ 65' 0 0 20' 26' 50' Prov. 1) 35. 1 1 Z 5' (*4) 5.75'Req. L 0 LIJ 0 of 0 �r I L_ — — —i IRS' - _0 Li R5' 7K llrr!� W 1,1�_x Dum R" J a- - 0 t I ­ Q� Site Dumpste W r if h _0 N Site 0 0 0 R 25' PHASE 4 PF SE 0 2 n I I ��L,r,'�'r)'�."�"""�.",-��, 'f_ -7 15 R _2 R15 4­, R 5' , Ir e.!) NH IH -N R 2.5 R 2.5 0 Kill l- 0 �Jv . ..... �,,, � & 0 Bluy. Envelope) 1,-Car 50' Car Stop (Ty Bldg. Envelope Z Stab P) if� 1 Parking ilized Grass- R 5' 1 60' 60' oI Bldg. K Bldgi. E 1-0 Two Sto Envelope for Two Story 0 121 -14 LEL Pool and Ml� IRS' fl, Bathhouse R 5' 1 0 2 (0) 23' 20' Facility 20' 23' 1 20 26' 20' 1 1 50' TO BE PAVED RIOR v (*4j M.fv Req �f i", 70( Pro OF BLDGs D-F NOTE: Final Delsign to be 4) 5T�eq. 7pf 1 - I I a"�`�, !,- R 2.5' IRS' 0 submitted at timelof application , �15o R 5 R 15' Stabil ed R21 m-,kI L�or Building P lit Gross orking E 25 R25 _0 R25� R 2S _0 0 00 U-) 49'_06" E 650. 24'- — - - - - - S 89 0 19'06 E 2 gi 00 _z?A MIX -C W Q, �R _4_V_QL"�"!%_ R 0 A D _M, I R T DIRT ROAD -- -I - 'I P01N,5ETT1A AVENUE­­ MF, -4,0 M 4WN& 14"Ir r. 0 NIM 0 T ;drive Ic # C? yt, 0 7 ......... . . o Building SI T"P, 'in MM 441 Type xental muiti Famil 1B + 2(HA + HA 4 Xg,F�, Parcel Size 12.76 Acres 7q, 1� 1­1111.1,115, 'lf. f, �, , L I �, --D - (D M CO J k1lding to Propert 12 Buildings 124 nits U �z Two Bedroom - 20 2d & One Bedroom - 104 17 1, 7 7� 3" Nfi� Zoning RM11 West of Regin 2, A 1? 41 a riv 13 NI I I and IRS 3' Ea t f R 'o" nd Use - RM 55 le Surface (Building Foo Stor W gote: ppen Space - 9.25 Acre .1.0 9b t t ii� formul .8 60 0 Pave Parking and other 95 + 95 .41 D ZLO -1 Development Schedule ...... Phase 1 Completion - lo 1/86 Phase 2 Completion - 1/24,86 ase e lon M GENIERAL q M See TopovLavid 7e4al Descri'pi: Aq�If,­ % —,= 11, , I - f , ;4 2. See Drainage Plan for dra �ments. I t J fil It 1�4t� Aw _ 1k is `.; 4 ., , \ PROJECT White Ba S N4Co 1GP , IS' O• ��� 'City �i -_� z> iI � 1a S, bl i ., I f ...J ���r t I L. �. - 0 0 sr E � f CJONb510N iI 4. L6ca CLfl .—� ..�ITT 4�.4ycv ^r^ FOUND /RONROD --� FOUND 4':r 4"CM 4 x 4 "CM NW CORNERLOT /3, BLOCK /O SOUTEIEDGEOFP4VEMOV r NORTHEDGEOFO/RTROAD FOUND 4 "x 4 "CM. H WESTEDGEOFD/RT R69D I FOUND 4J:r 4'CM Lg6 SET 314 "IRONP/PE FOUND I"IRONPIPE We hereby certify to: that the above "Map of Survey" meets the minimum technical standards of Rule 21HH-6, Florida Administrative Code, as set forth by the Florida Board of Land Surveyors pursuant to SPrtinn 472 n97 FlnridA Ctatutoc NORTH SCALE: I"= 5d-d' DESCRIPTION All of Lots 1 througgh 26, Block 2, inclusive; Lots 1 through 26, Block 3 inclusive; Lots 1 through 22, Block 4, inclusive, together with that portion of Englar Avenue lyin between Blocks 2 and 3 all of the subdivision of Regina Palms as recorded in Plat Book 4, Page 82, Pu%lic Records of St. Lucie Countyy Florida. Said Lands lying and being in Section 3, Township 36 South, Range 46 East, St. Lucie County, Florida. 90 49' 06" E BENCH MARK NOTES: ALL ELEVATIONS BASED ON U.S.C. & G.S. S 89 ° 49' 06" E - 532.94' .:. . SURVEYORS CERT/F/CATE REVISIONS SOB NO.: 825- of GATOR LAKE RESIDENCES F7O CERT/FY rHAr THE PARCEL SHOWN HEREON /S A BY DATE DESCRIPTION F/ELDBOOK: CORRECT REPRESENTATION OF A SURVEY, MADE UNDER BK 5-/6-B5 RE-CERT/F/CAT/ON 82- 08 /S/ON AND DIRECTION AND THAT SAID SURVEY /S ACCUR- FILENO: BEST OFOUR KNOWLEDGE AND BELIEF AND THAT THERE MAP OF TOPOGRAPHY OVE GROUND ENCROACHMENTS EXCEPrAS SHOWN D, UNLESS SEALED W/TH AN EM SSED "✓LATHERS ASSOC/A TESSHEET No.: S SEAL. � i - FA1r1A/FF{7C C//!7I/C VnOC d e INV. 11.0 N O M O x15 2 x'15.1 15 Conc. Slip g 15.0x 16.0 16.0 x O 16.0 N -0 16.5 16.5 170 01 _I 16. 1 F.F.E of 18.50 I X16.5 _--- 65' 1 20 26' 20 23'- 20' g' 17.01 L --J---- 16.5 _ a 17.0xi 17.0 y O 16.0 15.5 16.0 16•5 16.5 5.5 tConc 0 O __� 16.0 16.5N S 55 17.0 FFE. o o F.F.E ff of 18.50 1 x16.5 I 18.50 to 65, I 20' 26' 20' 1 1- 5 OUTFALL STRUC kRE INV. 12.0 H N x 1 16.5�16.5 N H x _J JI It -- 16.2 17.00 QI 15 C 4 _ 30 ofN- �r M.E.S. �14. B.C.C.M.P. Q INV.12.5 - M.E.S x INV. 13.0 16.0 x 17.0 Conc. Slip UI 14 I of 15° B.C.C.M.P. m e s. 55 17.0 16.2 N --1 x 17.0 plus. x 30' of 15 B.C.C.M.P HN I6.5 416.5 x ,�a F9'Y 1 F.F.E. a° 0 18.50 x16. I I WEATHERBEE ROAD F Proposed Culvert .0 x 14.9 x 14.8 x 14.7 x 14.5 -.>_ -_ See sheet 5 for Details 16.5 Berm- 16.5 Berm 15 N5616.5 14 s;' nli r� 8ottomof Lake",F.F.E. 6.0 - 18.50 h F d �q� - - �2 Y F. L w"Q k'hL� 20� 23 20 26 20 I 50' --- �1 18. ---� 76_ NH 1 r � 15. 16.0 16.5 o IZO E6 17 - 20' 1 Conc. Slip1111�1N x z16.7 I 0 r t 55 o 17.0 55' s �� Y FF.E. FF r I +aF t + 18.50 -, €e, O t52J ^'kfr $ i;tid -}`F. f k y3 iK - I I IZ5 r.�.. ,. 20' zs' zo' 1 r£-50' I Note : See Sheet 5 for Roadway and Drainage Improvemen within Regina Drive R/W ": FFt I See Sheet 4 for Section Details : M.E.S. �_ f{N x - 17.s 17 NH 6'SHOULDER rnl/ I N V. 13.5 x 18.0 x 18.0 L - - "- -41 4r' IZ25 Conc. Slip 17.5 = x 17.5 N E -, p N G L A R 15 ,fir-- 16.5 / Proposed Seesheet Culvert 5 for Details ; r M1 ( 410 of 17"x 13 O 20 PVMT W 6 SHOULDER EACH �l` B.C.C.M. P. N z17.0 SIDE (SEE SECTION K-K). x 17.0 x Conc. Slip 17.75 x�V` k r E 16 16.5 iv .. 15 _ 17.5 _ x 17. 14 14 I .5 17.23 18.0 15- 55 18 z 1 16 175 17.5 NH I �6'SHOULDER: XT " ( M.E.S. < : INV. 14.0 e ; ,�_ v ° }i F.F.E. 1 K 18.50 Li o is Ix5 0 10 Q O_ I b O I I O 8 "� 1 16.0 16.5 Be N Conc. Slip, p ro. - MINIMUM PERIMETER PROPERTY. C B I I ELEVATION ( BERM WHERE REQUIRED) TO BE 16.5 M.S.L.. POINSETTIA O I N V E TT I A AV V E N E- 16.5 0' r! • • 1 • 1 • �2 Q Q0 00 3 = , o �► N ri fn - 3 a) vvi KI ` STABILIZED GRASS N,PARKING EL. 17.60 I" TYPES•I ASPH. CONC. CARSTOP e` ;' EL.IZO` ,' EL. 16.50 6" LIMEROCK COMPACTED TO SEE DETAIL A 98% OF AASHTO, 180 77�6' LIMEROCK COMPACTED TO 98% OF AASHTQ ? hie 8" STABILIZED (Sand or Other A roved Mater,i a'I COMPACTED TO 98% OF AASHTO T 180 W/ 75 P.S I. F.B.Yk `;;k- µ EST R/W (Gato/ Lake East Prope NE r 3 y, v - '_ " y16"- • LAER. STABILIZED TO, ^ - . P :1. FaV OR SODDED lid ' CL EL. 17.00 I" TYPE S-I ASPH CONC. SEE DETAIL A" �' ` ��,i per I 1/2"per I I/4„per I I/4° per _ h. BLDG. 6"LIMEROCK COMPACTED TO 98% u � 5 4 8" STABILIZED BASE COMPACTED TO 98% 'AASHTQ T 180 , & -` AASHTO, T - ISO - MIN. 75 P.S 1r8>1 n SECTION K - Varies BLD11,4. *.M CARSTOP •� I" TYPE S -I ASPH. CONC. EL.18.0 TO BE GRASSED NATURAL GROUND F.F.E. 18.50 EL. 17.0 at Section 8" STABILIZED (Sand or Other Approved Material) G NATURAL GROUND COMPACTED TO 9$°/p OF AASHTO T I8O {, �al VARIES- ELSEWHEF W/ 75 P.S.I. FB 20 SEE DETAIL "A" 7' �z�. �., _�.�._� ^1/4" 1/2"per I' 1/4"per 1' I' I" TYPE S'I ASF�. per /2"per b It jl' TOP ,ii0 .. 6"LIMEROCK COMPACTED To 9$%..AASHT4-.,-T-t$O _ 8" STABILIZED -, . A.. uPAcTi,n_. ill in BASE Ttrse..% I �.. W.IP � E.II BLDG. SWALE BOTTOM ; - E t5.5 SWALE BOTTOM EL 15.0 EL 16.0 NATURAL ,':' GROUND EL. 16.0 EL. 15.5 , _l l (Max) -, STABILIZED GRASS4. ..... ,. ... . PARKING v. t N SEC T .. 0 kk- N.T.S. _o MITERED END y' x t Q= , I.O ��- BLP EL 14.1 EL.13.6 J4 �'. —EL 130 . (Moz.) F.F.E. 18.50 OT y. GRADE SWALE AWAY FROM PARKING L�. " �EL tLIASPHATIC COP 7 IMEROCK ABILIZED SUBGRADE 12_0 10' OF 15" B.C.C.M.P. PLUS MITERED END SE cn a Elm w Y U) W aw J z J cr. O � a F. A I M ENGLAR AVE. SCALE-1 rr= 30 50 Mitered End Section VT EL /4 /O - 20 of /B"BCC MP CULVERT Q 272. 30 �W 35'.eAO — I1 plus mitered end section 300.00, STA. 0+00.00 1 40'of21°x15"BCCMP CULVERT /4/6 �� 1 s STA. 42.30 STA. 3+56.46 If Type"C" Catch Basin R E G IN A D R I` fa'I /325 x /43 PROPOSED ASPHALT PAVEMEN r "'RRR STA. 6 �- 65.00 EL. 17,30 I EL£v. /6.44 L. /64/ , I ■ _ EL. 16.58 _ Q MATCH EX/Sr/NG PAVEMENT - Ih EXISTING GRAVEL �. _O 3 45'of 21"x I5"B`CCMPrv/LVERT to /+00 a 2f 00 34-00 4-k00 5+00 6.-00 W STA. 0+40.00 35',eAo x _ STA. 4+66.93 Uj 14.8 EL. 1704 1700 35'iz—�1I, /6 87 /6.75 / LXJ /4.00 EL EV. /6. /9 C35',4A10 ..0 — _ ___ox 14,6 Type "C Catch Basin /NVT EL, 14.30INVT. � EL. I4 30W , `/Nvr.EL, /4./B 6/2.92' 70 L.F. 15"x2l" B.C.C.M.P PLUS MITERED I I T i END AS PER D.O.T 1 - \SEE SHEET 4 FOR DETAILS ROAD STA. 6+85. 00 30 50 G II 40' a H C R/W I I �-�1 � 12' 5 2 W 6'SHOULDER POI SETTI AVE. fi SHOULDER TO BE CONSTRUCTED PRIOR TO BE CONSTRUCTED PRIOR TO C.O. OF BLDGs. A-C TO C.O. OF BLDGs. D-F o O o mLIQ F\ ` 2 a z 20 W O PROPOSED ROAD GRADE- O o ~ V O Q EXISTING PVMT. EL. GRAVEL EXISTING ROAD MATCH TO EXIST PAVEMENTE E ° 0.20%SLOPE —� '�� 0 60'OF 21,nx 15 BCC MP 0.20% SLOPE ny EL. /4.8 WEST SWALE i-------, /5 C.L. WESTSWALE A EL 14.30 I EL. /4 6 — EL. 14. 1B IfCB, TOPEL. 140 0 W/NV/43 .20% SLOPE--� -------�------- -- _ E/NV 14/-----'--- ECB, TOPEL./325 4--030%SLOPE _ 21nX 15 BCCM.P. EAST SWALE -� -- -- — — — -- — __ — _ __ �- EL 0.53% SLOPE 0.20%SLOPE—� CL. EESTSWALE n 21°x 15" B.CCMP-/NV a1 WCB, EL. 12.0 AND EASTAND WEST W CATCH BASINS /NV a/ E. CH, EL. / /. 25 W W 1 /O -- - _ LU L2 r a W o o c6 2 ? N k o p h �h ^ N ��° N N N 0) hM ertl N N ^�a N Nrnj Nrij eD aO ti a W raj 5 0+00 0+40 /+00r /+50 2+00 2+50 3+00 3+50 4*00 4+50 5+00 5+50 6+00 HOR. / = 30, VER. / = 2 REGINA DR■ 60' R/W 60' R/W 60' R/W 7' 2' 5' 6' 20' PVM7 6' 75' 2' 4.5' 7' 2' 5' 6' 20'PVMT 6' 75' 2' 4.5' 2' 6' _ 6' 20'PVMr 6' 5 MATCH EXIST GRADE SEENOTE\ EL. I6,92 \ - MATCH EXIST GRADE EL. 14.32 SEE NOTE EL. /6,52� EL. 13.58 MA SEEN07£ - EL /472 . + EL. /39B GRADE EL. /d95 EL. /646 IL 3 —�1 �114_p/' //2'per /' //2' per /' /L— / //4'per/' //2 per /' //2' per % /� / /�_ _J / //4'per /' 3 3 3 3 3 3 3 3 3 //2'per /' //2"pei/' 3 SECTION G- G SECTION H- H SECTION I -I AT STATION I+00 AT STATION 3+-00 AT STATION 6+00 TCH TO EXISTING MATCH TO EXIST SWALE f POINSETTIA AVE. 6+50 6 + 65 6+85.00 PAVEMENT NOTE: PAVEMENT MATERIALS TO BE AS FOLL0IJ; A) 1" TOP LAYER OF TYPE S-1 ASPHALTIC CONCRETE. B) MIDDLE LAYER OF 6" LIMEROCK COMPACTED TO 987 OF AASHTO, T-180. C) BOTTOM LAYER OF 8" STABILIZED SUBGRADE COM- PACTED TO 98% OF AASHTO, T-180 [JITH 75 P.S.I F.B.V. 27' MA rCH EXIST EL. 14 4 GRADE 3 / N � V LM n M i \d N .� C N N U)o TWi ti ON 0. v, ui Sri N CO) ( ) w F- � z z w w aLij � v/ > w O Q:�w� w Y �'—// Q: < c J Q z O � v Qw0 V O C z 01 O N .. W O 0 '> ci O 4 _s � 0 OD a LL I G >4 W O Z CY •• V � N W_,. a Z U PROPOSED 8° P.V.C. WATER MAIN M -- - WEATHERBEE ROAD Top 17.5, Bot. I.0 PROPOSED BO LD. 120, _ � LIFT STATION M. H. I o - Property of F.PU.A. Top 16.5 PROPOSED 4" P.V.C. SEWER FORCE MAIN I N. Inv. 7.8 S. Inv. 8.06 O PROP.j`,_ M. M. H. 2 b N o a VALVE20 Tt N 55 Top 18.0 N.Inv. 8.3 55 N PROITY65�of B��P.V✓C.S.Inv 8.43 o EAENT 0.40 . Sewer at C.O.I ---�--- ---I--- I 4��Typ. �I a 0 4TYP. ---- 2°Water I o I 2'I Water ---- 01 O sbl/4TYP• � O - s m N I g 26' ---- 2�= 20' 20 23 20-,26 20 I m N 50 65 I - _ I 5 _ m - 'N NH O M. H. 7 2° Water Top 17,- 0 oN Inv. 13.0 40 2" Water -0 55' 55' - 55' 1. - r I o � � 1- Tee ` O 2- 2° G.V. B Box 1-4° Tee C.0• C.O. a I 1. /I-4 x2 Red. p 4 Typ. „ I- 2" G.V 8 Box 4Typ. o I 2° Water I ml p m 1. 1/4� T YD ti - 0 1-1/4"TYp. - 3 O 1-1/4 Typ. Typ- 3 0 p 4�Water 4�TYP. in m s m 65� 0 0 _ I 2 26' 20' I a' f° - a tL-1-6': Tee v m m 1-6 T¢e x4 //2-6x4"Red. 2-6 Red. O I HN _N H m�- J _ W TOP 17.0 = N fi"DR 18 WInv. 11.5w Water E. Inv. H.4 400' of 8° P.V.C.- Sewer at 0.40° °1 eD 150�of. 8" P.V. . Sewe Rotate FH. N 1-8 x6 CrOe . at o.ao% M, H. 8 1-fi"F.H.w/ -_ 0 -O Top 17.0 G.V 8 Bo N 8" DR 18 Water N. Inv. 12.26 �55' 18°Tee 2-8 ��x6 -1-6"Tee -{ E. Inv. 12.10 S. Inv. 12.48 I H a Red. N H I 1-6" Tee m 1-6° Tee I✓4. Typ. I 2-6°x4"Red. s • N 2-6"z4��Red. 0o aolo I - 4" Water 0 Ig m o O 1-1/4" Typ. \ - // 1, 1/4" Typ. v m - 1. 1/4 Typ. o o o 4 Typ. m ao 4 Typ. 0 3 I I ' ro m I I 2�� Water 1 4�� Ted I ao L 5 TYp- 65' 20� 26� 20�t1,-4.,x�, 2' Red.5, TL G.VB BoxC.O5' Typ_ 5'.2 C.O.1-2"'Tee 2 Water g M. H. 9 a -O o Top 17.0 uo `� 3" �'• Inv. 13.0 2° Water, 55' H a 3 4"Typ. m 2 Water 00 0 I0 ( gg' 20� 26�V2323� - i 20C.o O m_ M. H. 3 2" Water 0 Top 18.0 N. Inv. 8.95 S. Inv. 9.06 55 1 0 1-4" Tee I O v fl-4"z2��Red. p 1-2"G.V a Box 0 Water I 0 `m 0 OI 3 �I I/4 Typ. W 4'Water I 4!-Typ. ti 1- 8° TEE ' 2-8° G.V. 8 Box: 20 of B° RN s-- B'D. I.P. En 8° G.V. 8 Box 0 5 e ----r ----i-- ----r ---- - -23' o M. H. 4 HN - NH L J O Top .0 t0 L WInv. . W Inv. I97 NKL� = 6�� 18 Water 8Hq Row/4 1-6"FH.w/G.V.B 1-8"x4"CrossOXV. B BOX'18 Tee1-8�x6°R d_ 8°P.V.C. r �7' �I 0 Water HN NH I 0 8°G.V.B I Box 0 4�TYp �I I/4"TYp. 3 4"Water I 0 M 4" Water 0 ti o a - I I OD 20� 26' 20' ,,I-4,��Tee 1-4x2"Red. 0 50, rn 5 5� I-2"G.V.BBox I N _55' - W o - 2° Water_ M. H. 5 ' I oN 0 Top 18.0 Inv. 13.0 0 - 55L (- 51 Typ. NH - --� - - I 4 Typ. I 3 2° Wafer I. 1/4" Typ. 60 --- cog 4 OI o ao 1 20' 26" 20' 50 0 N N O - - POINSETTIA AVENUE a i4 1 ^tµ -N R 6 :R St v *a^ i ..: Y _ _ee-. _--•. �- - 3C�"`�'--• -.,'� - 5 1 - ..-, fop - PROPOSED 8 PV.C.,. WATER MAIN - y Meter Complex ter I-8" Tee 2- 8�,G.V. 8 Box 9 20' of 8° P.V.C. Water w/2" Blowof� m ENGLAR AVE` AKE