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2000 Rosecliff Cir (New Constr Rosecliff Apt)o 9� / J/qaK 13egaff VL6Ay wl[,j,,., r , z 23 V '-4 6-XA C' e l3/l941l',loarz ct'v l 139 /33 l3l Z T ELEVATION = Nn A B P A I� B VARIES I. TOP VIEW© TYR NorE' X. 6/C,AlAKEA-TTE',�eA.G,6:-A) of /& S. PEP E,vre•4A/c� k//-1,_4_ n ANTHONY DRIVE GENERAL NOTES 1. The top elevations shown for sanitary sewer and storm drain manholes are to the top of the frame and cover. 2. The top elevations shown for the swale inlets are to the grate elevations. 3. Pipe lengths are to the center of structure or to the end of MES. 4. All RCP'used within the street with less than 18 inches cover shall conform 6' HIGH WOODEN FENCE to details shown on construction detail sheet. (U.rj� I>`1Str,E PR�PER"N L11-IE) - .�.. - - 5 Where water mains ea storm drains and sewer mains cross with less than 21, pipe 1 » ! inches vertical clearance, the sewer will be 20 feet of ductile iron pipe _ _ N 89046 3_5 E 415.33 centered on the point of crossing. Where a water main parallels a sewer �/ �/ main or reclaimed waterline measured edge to edge, a separation of at least X - X X - X - X - X - X - X - X X - X - X X - X X X 16 foot should be maintained where practical. S' r•-1tr..1. Si: PHFtAYior,.1 F3cYvJ e>_� Y I -�� GirrA16L.C^ 4 RCGLAtr.fEO vJATEGi tES. CGLEG AtMEo = rrtcztGATto^l) Q q'NtGH GHAIhI t_t11K FEC-QCc 6 The finish floor elevation shall be a minimum of 1 foot above the 100-year QQ �RaUh10 �QIME'rcR UFP00O flood elevation. -�W \\ - L25, BUFFER WITH \ 7. Contours shown are based on topography methods and should be field- _ TYPE 3 SCREENING confined. ow existing elevations are substantially different from those - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �f I shown, the project engineer shall be contacted. Existing boundary and II topographic information shown were provided by Grusenmeyer and Associates, I 1� (Z 0 Est O. 0430 Inc. �o N I B Off -site water main base maps and locations provided by Grusenmeyer and no_ _ (I�I� , Associates, Inc. This information should be field -confirmed prior to start of construction. - - - - - 9. Construction will not require the removal of any trees. end of construction match exist. edge of puv,:m, PROJECT DATA Zc"""" : le-Z, /5 L/v.r5/dam ee �LLo wA01-6 uvrT v�n/s7TY Total Site: 11.07 acres Total No. of Units: 168 LI Density: 15.17 units/acre -JI R/'d 1.5 acres Total Parking Required: 168 x 2 spaces/unit - 336 required Total Parking Provided: 327 reg. t 15 H.C. _ $}'L provided Building Data: Height: 35 feet max. (5-story) Block Construction Size: 65 feet x 86 feet (typical) 5.590 sq. ft. Foot Print existing 12,973 sq.ft, per Bldg. Number: 14 buildings with 12 units/building building 1 pool and bathhouse and 1 basketball court (tYp) I Typo . Construction: Typo T1"(SS'3C) visual Screen Setbacks: Buffer Type South (Lake Mary Blvd.) = 70 feet from designated R/W 25 ft. a LEast = 30 feet from property line N/A N/A West 50 feet from designated R/W 25 ft. 3 Northeast 50 feet from property line 25 ft. 3 _ Northwest = 50 feet from property line N/A N/A Utilities: Slater: City of Sanford Sewer City of Sanford Power: Florida Power & Light LV WWI 1 L.1♦ CX/57. K/'Y TREES 25 ON CENTER W/HEDGE BETWEEN TYPE Z SCREENING PER SEMINOLE COUNTY AND EXISTING TREES / p� p R/h/ PTO BE RELOCATED) _ �-STREET LIG>-IT CT`(?) (5F�4Na�G4P� PLAN) F - - N E2 Gib{ fAOE - - - - J EXISTING LAKE MARY BOULEVARD - ,EX�3T.2V PAVEMEM' . - LEGEND OF EXISTING TREES CURVE I RA51-USI LENGTH I TANGENT I CHORD I BEARING DELTA C1 100.00 45.10 22.94 44.71 N 12'15 22 W 25'5016 C2 100.00 45.10 22.94 44.71 S 12'1518 E 255015 C3 316.03 145.15 73.88 143.87 S 13'4914 W 26'18 54 C4 250.00 183.69 96.21 1179.58 S 68'43 39 W 42'05 52 C5 250.00 183.69 96.21 179.58 N 68'43 39= E 42'05 52 C6 30.00 38.89 22.72 36.23 S 52'38 08 W 74'16 53 C7 279.03 72.23 36.32 72.03 S 08'04 45 W 14'49 54 CS 63.00 28.41 14.45 28.1 r S 12'151 f E 25*5014 C9 137.00 61.78 31.42 61.26.N 12-15 21 W 25'501 C10 50.00 78.40 49.86 70.61 1S 44'15 28 aE 89-56 33 C11 3417.05 264.12 132.13 264.05 N 86'5 52 W 0475 43 C12 45.00 74.98 49.52 66.61 N 47'30 4 E 95'28 25 C13 3345.05 237.89 119.00 237.84 N 87'0829 W 04-04 29 LINE I DIRECTION I DISTANCE L1 N 8946 32 E 60.00 L2 N 44'11 6'26w W 14.179 36°-48" oak NOTE: FOR GENERAL NOTES SEE THIS SHEET NOTE: ALL`.�LAYOUT IS PARALLEL & PERPENDICULAR 18"-24" oak TO'-6DJACENT PROPERTY LINES. STREETS B & CL LAYOUT IS PARALLEL & EDGE OF PERPENDICULAR TO THE 50UTH\,QEST p 6"=16" oak �- STOP PRco ERT�( I.II.IE. 2"-4" oak (T{P. A" PA9vei 1G SPACES) u 3 AMM 9 - 13.90 REVISE IDLOG. DIMENs etrl WHEEL STOP D At- M 5-3 -90 WASc SCR LAWRE -?.D- 9i7 w �r Dih1Aa 1 No. 11nitials Date I Revision WORKING DATE sir r I s 1990 J Telephone: Southern Be11 #1 = TYPICAL BUILDING NUMBER " = PROPOSED STREET LIGHT � O EXISTING STREET LIGHT THESE PLANS ARE APPROVED FOR ON SITE CONSTRUCTION ONLY, ALL IMPROVEMENTS TO ' SIR LAWRENCE DRIVE AND LAKL MARY BLVD, ARE NOT INCLUDED, RO s E C LIFF APARTMENTS CITY OF SANFORD FLORIDA SITE PLAN HORIZONTAL GEOMETRY PLAN PREPARED BY AMM Commonwealth _ _ '" �' lo .J "�`t'� SCALE 1"=501 DESIGNED BY '� DATE FEB 1990 ENGINEERING ASSOCIATES 2180 WEST S.R. 434, SUITE 3100 LONGWOOD, FLORIDA 32779-5010:'- (407)788-8111 FAX (407)774-4002 APPROVED BY SHEET 3,14 OF E JOB NUMBER 610-10-201 D. D WC OCT!, 8 1 -------------------------------------------- ----- — exi --I.;. "Dh-------------- env, 43,63 s.inv, 45,63 — exist_6' water tine — — — — — — — I— — — — — — — w — -- — -- ---------------------- I i SITE CONTRACTOR CLEANOUT BY BUILDING _ PLUMBING CONTRACTOR I exist. water main CONTRACTOR Io 5IC Imo' u 3 co 3 � Z s. o - rFI " N j I I ICD N I exist. master meter 2 GV m - - I I I I \ _ 2" i SEA RVICE 3/4 CURB STOP FOR BLDG I . . CURB I �-exist. .s mh 1 LATERAL SERVICE (TYP) L - iv STOP LOCATIONS SHALL to 54. 0 - - I inv. 46. 7 T BE COORDINATED WITH THE Off' TIE INTO EXIST MH PLUMBING PLANS. NO METERS O S� I PR PINY• 46.77- - - 3 � �pv�C.O. � INV 46.77 WILL BE USED. t — — — — — t end of construction I� match exist. edge of pavement 6"SAN. �— — 62LF "S N I 40 0.407. NOTE: WATER & SEWER SERVICES SHALL BE 8pIr p,40 0 I S-61MH _ COORDINATED WITH BUILDING PLUMBING PLANS ®" TOP 52.2 � " qN F TOP 151.74 INV. 48.16 J 24 E.I N �!. 47.0— —� SERVICE CONNECTION DETAIL NTS — — --• — -- -- --- / S-4 MH TOP 52.31 I W.& S.INV. 47.76 E.INV. 47.71 I exist --_ // FIRE HYDRANT(TYP) 8" WL 0 S-1 MH TOP 54.5 E.INV. 51.14 c9l_ — 8"W - '-I — - r �_ W STREET "A"Lni _ _ — ___=r 3 4' 1 Pool II 7 W 1T I TYPICAL WATER II I ERTAIL THISSEE SHEET 123 I I 1 I o It ® II U Q I 1( exist. I— S-2 MH fi2 �' a tennis TOP 53.7 W ao 22 I court W.INV. 49.90 � � S-3 MH 3 E.INV. 49.85 I— TOP 53.4 00 - W.I N V. 48.77 71L 8'I'SAN. 0 0.40% N.INV. 48.72 I 1 — — — -J I exist. TYPICAL EWER SERVICE SEE CLEANOUT DETAIL IS SHEET (TYP) 121 �I II II II it III building (tYP) I i Ali II WII II II \ — ,� — — — I� ,� — STREET "A' — I� II III \ \ 5' II Jilli II I lo' " I \ \ III II $ W 8"W 0 " 1 CHECK �/ALVE ASSEMBLY 10 WL WITH MASTER WATERMETER I II III II II SEE SHEET 11 FOR TAIL I. II ZIi 7EXISTING SEE OFFSITE PLANS FOR wRfW PER SEMINOLE COUNTY RjW UTILITY EASEMENT " CONTINUATION OF WATERMAIN `� I /CAP SEE SHEET 9 iMAP DRAWING N0,5OF 13,DATED FEB�87 05'x5O') FOR EXIST R/h/ (XO 8E RE40CII 7EFUTURE USE ---crFAAE------- - --- _ - Al--- — — — - - — ii• 25 • 50 100 NOTE: FOR GENERAL NOTES SEE SHEET 3. 1. SANITARY SEWER SHALL BE PRIVATELY MAINTAINED. 2. POTABLE & RECLAIMED WATER SYSTEMS SHALL BE MASTER METERED. 3. F.D.E.R. PERMITS ARE REQUIRED FOR WATER & SEWER CONSTRUCTION. THESE PLANS ARE APPROVED FOR ------------------ _, QN SITE •CONSTRUCTION ONLY; ----------- —_-----___— ALL IMPROVEMENTS TO SIR LAWRENCE ------ ---------------------------------------- --------------------------- ------- -- — — —- - — .— — — — — — — — — — -- — — — — — — &T — — — — — — — — — — — — — — — — — — — DRIVE AND LAKE MARY BLVD, ARE 0 UTILITY EASEMENT \ 15' X 50' NOT INCLUDED. - - - - -- _ _ _ _ _ '� I - 10" EAST PROPERTY LINE DOUBLE CHECK VALVE C o �, I ASSEMBLY (ABOVE GROUND) 12"x10" REDUCER RO � 45' BEND CITY OF SANFC �1 10' WM COMPOUND ETER 1-12" BUTTERFLY VALVE (BELOW GROUND 1-12" TEE PREPARED BY =LT) 1-12" 45' BEND • r _ CLK LAKE MARY BLVD. R/W 1-12" BUTTERFLY VALVE 5' DESIGNED BY 1-12" PLUG 12" WM 3 AMi`�1 ` -13.90 ROTATE B�6v tEl3 T� APPROVED BY 2 AMM 6-4--90 REYISG ON —SITE WATER LINE CONNECTION DETAIL N1 RLC Initials4D too PER Cion TY COMMENTS JOB NUMBER Rev NTS WORKING DATE 1990 ROSEUTIL 810- 10-20i i 540 4 : S -O So L7 No ��C7C7 ► pE a - r UNp>~RDRAIN SAUD ' (o" ADS UNDERDRAIN e / 1 • W/GUARD OR APPROVED • EQUAL UNDERDRAIN SYSTEM UETAI L FIRW (WHERE REQUIRED) GRADE <, 6"P.KC. - 4en sow----. CONCRETE ENCa9EMVfT v = ALL ARVU90- - *- 6"P.V.C. PIPE --I 6"P.V.C.-4e ELBOW wg I` to mepaw•t c+pvls .w]l # .i izki. 4' H/Gf-1 e1141NG WH F5NOE AROUND EN7'/RE F��T�N T/ON AREA (EXOEPT NORTH S/DE�� I% 28' !o'H/G H WOOD FE'NG E 8' I CONTROL STRUCTURE \—,Zko —7717W\� 6' UNDERDRAIN SEE DETAIL THIS SHEET More. Soo EIir1kv er�;AjrioA/ Aeon EXCEY% O✓Z`K (JAlDE,epeA/,UTENCN, 55: �, ANTHONY DRIVE ------ — — — — — — — — — — — — — — — — — — — — D-7 CONTROL STRUCTURE ( D�rA/z- 0ti 511' /00 C-4,e<iTEL .��L, 50.50 4-00 UNDERDRAIN INV. 44.00 exist. mh exist, Ir}iet top 54.00 / ; 5 rtop ,5-8.77 n.inv, 43,98 exi t,inv. 4 2.4 7 itliv,/�3.68 PROP INV. 43.84 D - 5 D ®I- �� _ _I5 _ -[ss TO" .0 �- -19V. 47.95so� D-4 D8.1-D , — TOP 53.0 INV. 48.34 I D-3 MH I TOP 52.61 I N.INV. 48.73 W.INV. 48.73 E.I N V. 48.73 -� I III II Lz)DJ �� — -- _ _ -- 7 x END IDEWALK —. 59 5"r 56/ - - - - EXISTING LAKE MARY BOULEVARD 1 �_ �EX15T �-Fju�P F NOTE': DRA/NAME OUrFAcGs TO 41)TOY6VIe / -9 MFS I V. 46.50 5 _ exist. walk �— end of construction _ Z match exist. edge of pavement > F F� I r— L J i MI F -1 I I I exist. Pool - J4 exist. I( tennis II court I I �I I �I I I i ex i st. building I (tYP•) F L_� U U 53. S3 (54) / JII \ 32 126 0 0.35% - �8 / ,� V� co \ ,-- 7 -7PROP. RELOCATED R/W PER SEMINOLE COUNTY \53 --------G---------------------------------- ----- 1 25 0 50 111 NOTE' FOR GENERAL NOTES SEE SHEET 3. THESE PLANS ARE APPROVED FOR ON SITE CONSTRUCTION 11NLY� ALL., IMPROVEMENTS TO S.IR: 'L AWRENCE DRIVE AND LAKE MARY BLVD, ARE NOT INCLUDED, -- RO S E iC LIFT' APARTMENTS CITY OF SANFORD FLORIDA PAVING, GRADING, & DRAINAGE PLAN PREPARED BY SCALE � 7tt � 4Yt d�—Vo, AMM C tt`t t Ltf YaitrNY.aY DATE DESIGNED BY � � �f f Tyw ENGINEERING ASSOCIATES :" is t FEB 1990 3 AMM 9- 13-90 Cho-rA-TE SLAG. l3 b-j-90 Qviist SiR LAwRl--mc; pK\VF_ APPROVED BY 2180 WEST' S.R. 434, SUITE 3100 ;„ x g i SHEET OF 2 AMM �rc�Ircr,Y LONGWOOD, ; FLORIDA 32779-5010 JOB NUMBER (407)788-81,11 FAX (407)774-4002�t t. I q- �'4 No. Initials Date Revision arty i WO KING DATE sEe-y ��� 19J0 ROSEPGD.DWG 610-10-201ill y F. 4 :T �c A y t C a y ' 0 4