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HomeMy WebLinkAbout1181 Rinehart RdCITY OF SANFORD PERMIT APPLICATION I }t APR d j 200` Permit # : " O L �� Date: Job Address: i R ( VGXrQ k6gx W4 -,53a �J) Fl_ .�5a7:' Description of Work::--63VA-wii OF ► 1,J VTf_t✓� IZ� CXSSTT tG4 n'Cl i�iY1 �o Historic District: Zoning: Value of Work: S201/�. Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Mechanical Plumbing Fire SprinklefA1arm Pool Addition/Alteration Change of Service Q Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name &Address: 1 7 uv r.DC_ 17-9Q Phone: Contractor Name & Address: (24DWIPYIt✓ CTAL �1fSTT/1�1� C.7t%GI.CI� 1:51 5B932(Z\A-3rni.Ocea: ? . 2Z <- i State License Number: Phone&Fax�p�7)Si'i ��-G! 'S / ���'- � ContactPerson:T�.�� rAL.3'kAM Phone. % Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pen -nit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the require1 is of Florida Lien Law, FS 713. Signature of Owner/Agent Date gnature f Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Sig ture of 1 tary-State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: -%'1% Jacqueline S Court My Commission DD152558 Contractor/Agent is Personally Known to Expires Octot)er 25, 2006 Produced ID A Utilities: (Initial & Date) (Initial & Date) FD: (Ir l ate) yh4:6 4. fOWNHOMEUPLAND 81 FFER LINE REAR LOT LINE 6' VINYL COATED CHAIN LINK DETENTION AREA A CONSERVATION AREA GRASS SOD FENCE, COLOR: BLACK, SEE - - PLAN FOR LIMITS GRASS SOD NO CLEARING, GRUBING, TOWNHOME 15,5' REAR 4' 4' / 34' I 14' VARIES L 1,V L 34' 10' VARIES GRADING OR OPERATIONS NOS. 17-18 YARD B M ' ( ER WITHIN THESE LIMITS MIN. FIN. FL. EL 40.15 EL. 40.25-40.60 MIN. BERM EL 39.5 Sx . % B' VINYL COATED CHAIN LIPIh; FENCE, COLOR: BLACK, SEF. PLAN FOR LIMITS E,hsr- c,n�d� 1 STRIP & REMOVE ALL SURFACE SHWL 35U a— —� ORGANICS. FILL & COMPACT TO I I vI_ 95% MAX. DENSITY PER AASHTO EL 31,0 T-180 IN MAX. 12• LIFTS STRIP & REM& ALL SURFACE ORGANICS. FILL & COMPACT TO 95% MAX. DENSITY PER AASHTO T-180 IN MAX. 12" LIFTS. FILL SECTION A— A POND BOTT. EL 24.0 MATERIAL SHALL BE GRANULAR, W/ NTS 10-30% PASSING #200 SUEVE. TOWNHOME UPLAND BUFFER LINE REAR LOT LINE 6' VINYL COATED CHAIN LINK DETENTION AREA B CONSERVATION AREA GRASS SOD �-FENCE, COLOR: BLACK, SEE NO CLEARING, GRUBING, PLAN FOR UMITS GRASS 50D TOWNHOMEGRADING OR OPERATIONS N0. 4O 15.5' REAR_ 14-4- 40' 16' VARIES 16' 40' 10 VARIES WITHIN THESE LIMITS RD ELIN425 ELA40.15 M I - - MIN. BERM EL 39.5 _ I ER VARIES -- --- - _ �_ - 6' VINYL COATED CHAIN LINK FENCE, COLOR: BLACK. SEE PLAN FOR LIMITS Ao E",Y1ST. GWAOE A, N1 � ,p>l WETLANDS 2,65 acres co Z�4 c� r �+ UPLAND BUFFER �y /y (25' AVG. WIDTH, h' 1 R' RAIN PH 1) 'Y 125 LF (' R C- 14s-r- �'�� RETAINING WALL, HEIGHT ` " 3z -OVARIES - 2T0 4:6>� N r Arrw SPOT ELEVA�ION g, 1 e- • rso= I __ __ RVA `i 1 :, I • i 1321 —.1019 Oulu My O.M.0 MONO Am • .1• ��+. ��/ ---��r�.i • , ill �li�„ a �0 "w' •�� \, / ILIWE I , ` �� �- 1 p .r , , �` -terra • • ��i 1�� .ry,�� ± �� ' .�`,',r� i • , / I I ��� •��•rte °' . i�1 ► ►• 1 • Lim yo .I •►.� \, .• �, r •' „ Via' ► - � ■ C"r. •��+ ■ ', ' • , � r �• � e ' F' ,'' .I , u •+••�,.,,''y' �• ' / �I' x • , • , • • • r I t iiL,'!'S•J':� , ��I'.I!�I�.II.:----'•,'+!f' , 'i����� , • 1 3 5 ! � orf ., I � , p � • �+/%1 � i a.rr- �1 �♦'1 _w .. 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WIDTH, 15 MIN., PH I) WETLANDS 1.93 acres "I I `9 TOP : i139 { � � II �• �L310j"f�_----- - 79 N�6O WETLANDS 9.35 acres , c 36 Liu !+ ,a O z @) 100 OV MINIMUM BUILDING FINISH (D ° FLOOR ELEVATION TYPICAL ° il—it ice, a ,o W N o kv kv cQ V)Q UPLAND BU L FE /EASEMENT LLJ 0 0 a) 1 Q (n TOWNHOME AREA CONSERVATION AREA Q 0 73 so op GRASS SOD NO CLEARING, GRUBING, CL ) GRADING OR OPERATIONS i` ARIE ±12' 3' ±6' t I1 w WITHIN THESE LIMITS N q)- 1' (D U o P� GRASS SOD, WIDTH PA - - T■'� 4) - O VARIES, 6' MIN., 12.5' MAX. p . ~ ` - - � O a EX/ST CnAd£ LLI 0 0 a 5' CONC. SIDEWALK BOTT. EL 33.0 �it�, J `✓ 3' 64' SECTION D— D �' L -U `f' 0 TOWNHOME VARIES, 1.25% MIN. TO TOWNHOME SPREADER SWALE UPLAND BUFFER/ BUILDING 29• %MAX., 2% AVG. 2% BUILDING N x EASEMENT UNE � NTS r .� 'o Z 0 � O w DETENTION AREA B CONSERVATION AREA - - - - - _ O U 0 .� r, GRASS SOD NO CLEARING, GRUBING.- ONS qs PROP. PAVM'T, a 2 - � GRADING OR OPERATIONS • a c� 10' 19.5' 3' 3' WITHIN THESE LIMITS SEE SPECS [-- BERM STRIP & REMOVE ALL SURFACE ORGANICS. \ �• V-0-m<i)) 0 <� VARIES FILL &COMPACT TO 95% MAX DENSITY PER � � 9 -a Cl) VARIES (2' MIN.) ASTM D-1557 IN MAX. 12" LIFTS 6' CHAINUNK FENCE c O CD (BLACK VINYL COATED) SECTION E— E rj Co ` SPREADER sEW TYPICAL PARKING SECTION 3 I "i 0 5EE PLAN VIEW NTS (1 0 EL 32.0 �, SECTION F— F - NTS PAVEMENT SECTIONS _ ENGINEEF; SYMBOLS LEGEND LEGEND TYPE 20 1 ITEM DESCRIPTIONRONALD HENSON I , PF, FL REG. NO.34836 1-1/2" TYPE S-3 ASPHALTIC 8"" LIMEROCK BASE 10" STABILIZED SUBGRADE 5002 TYPE A MEDIAN CURB , SEE DETAIL ,. ASPHALT PAVE- COMPACTED TO 98% MODIFIED COMPACTED TO 98% MODIFIED CONCRETE, MINIMUM MARSHALL DESIGN DRAFT CHECK 5004 VERTICAL CURB V CURB SEE DETAIL MENT - PHASE I STABILITY 1,500 LBS PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER 5005 12" RIBBON CURB SEE DETAILAASHTO T-180, LBR 100 (PRIMED) AASHTO T-180, LBR 40 RMH DSC 5006 DROP CURB MIAMI CURB , SEE DETAIL ! 1-1/2" TYPE S-3 ASPHALTIC 8"" LIMEROCK BASE 10" STABILIZED SUBGRADE 5030 CURBED SIDEWALK RAMP, SEE DETAIL ASPHALT PAVE- COMPACTED TO 98% MODIFIED COMPACTED TO 98% MODIFIED PROJECT NO. CONCRETE, MINIMUM MARSH/11.. 5032 CONCRETE SIDEWALK RAMP, SEE DETAIL MEN - PHASE II STABILITY 1,500 LBS PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER — AA5 T - 8 _ 03046 2D 5040 DUMPSTER PAD WITH SCREEN ENCLOSURE, SEE DETAIL AASHTO T 1 0, LBR 100 (PRIMED) AASHTO T 180, LBR 40 5047 TRANSITION FROM RIBBON CURB TO 6" V -CURB FLUSH 6" - 3,000 PSI CONCRETE 12" STABILIZED SUBGRADE WITH CONCRETE SIDEWALK, SEE DETAIL e, CONCRETE REINF. w/ 6x6 10/10 WWM N/A COMPACTED TO 98% MODIFIED PATI N 0 V. 2004 5048 TERMINATE V -CURB TO FLUSH WITH ASPHALT, SEE DETAIL e. 4 PAVEMENT 3" TO 4' SLUMP PROCTOR MAX DENSITY PER AASHTO T--180, LBR 40 - 5049 TRANSITION FROM V -CURB TO RIBBON CURB, SEE DETAIL SCALL 60! 5050 TRANSITION FROM DROP CURB TO RIBBON CURB, SEE DETAIL ASPHALT COAL TAR EMULSION SWEEP & REPAIR EXISTING RESTRIPE PARKING STALLS, SEAL COAT (35% DILUTION, 0.50 GAL/SY) ASPHALT PRIOR TO SEAL STOP BARS, ETC. COAT APPLICATION p� _ SHEET - - 7 A O 1 2 N rr� �•■• �• arm aes• _�� arms � , DRAINAGE SYMBOL LEGEND LEGEND: DENOTES SET #5 REBAR WITH LS 2494 CAP z W� END WALL 0 DENOTES FOUND CONCRETE MONUMENT j W Uj STORM SEWER LINE WITHOUT IDENTIFICATION 0 � U I STORM MANHOLE ABBREVIATIONS: POC = POINT ON CURVE � r!- vj � WP.I OUTFALL STRUCTURE CONIC = CONCRETE DEPT = DEPARTMENT TRANS = TRANSPORTATIOP•I n- z n v w � � � ASPH = ASPHALT H �.+ DIVERSION STRUCTURE D = DELTA E EAST < 0 o fY 00%3 INLET R = RADIUS L = LENGTH W = WEST N =NORTH a z (n In " W v PROPOSED DRAINAGE COLLECTION CH = CHORD R/W RIGHT-OF-WAY wo � � INLET, CULVERT, & STORM WATER ENE SECTION D.O.T. = DEPT. OF TRANSP. TELE = TELEPHONE 0 W W a � a _ MANAGEMENT FACILITIES TYPICAL -� •� O.R. = OFFICIAL RECORDS c CENTERLINF z W w W 0 r ., V) _ CONCRETE SPILLWAY ® if BK =BOOK PC = POINT OF CURVATURE FND = FOUND p w w R a Q 0 J �'� PT = POINT OF TANGENT MON =MONUMENT a ,� CURB INLETS W c>' } _ 0 (n .� �~ C1 6g yU EXISTING SPOT ELEVATION o o z x - - 56- - - -EXISTING TOPO CONTOUR � < < a L Lu 2� L i w o o k' w , CC I-R.J L I. Arrw SPOT ELEVA�ION g, 1 e- • rso= I __ __ RVA `i 1 :, I • i 1321 —.1019 Oulu My O.M.0 MONO Am • .1• ��+. ��/ ---��r�.i • , ill �li�„ a �0 "w' •�� \, / ILIWE I , ` �� �- 1 p .r , , �` -terra • • ��i 1�� .ry,�� ± �� ' .�`,',r� i • , / I I ��� •��•rte °' . i�1 ► ►• 1 • Lim yo .I •►.� \, .• �, r •' „ Via' ► - � ■ C"r. •��+ ■ ', ' • , � r �• � e ' F' ,'' .I , u •+••�,.,,''y' �• ' / �I' x • , • , • • • r I t iiL,'!'S•J':� , ��I'.I!�I�.II.:----'•,'+!f' , 'i����� , • 1 3 5 ! � orf ., I � , p � • �+/%1 � i a.rr- �1 �♦'1 _w .. 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WIDTH, 15 MIN., PH I) WETLANDS 1.93 acres "I I `9 TOP : i139 { � � II �• �L310j"f�_----- - 79 N�6O WETLANDS 9.35 acres , c 36 Liu !+ ,a O z @) 100 OV MINIMUM BUILDING FINISH (D ° FLOOR ELEVATION TYPICAL ° il—it ice, a ,o W N o kv kv cQ V)Q UPLAND BU L FE /EASEMENT LLJ 0 0 a) 1 Q (n TOWNHOME AREA CONSERVATION AREA Q 0 73 so op GRASS SOD NO CLEARING, GRUBING, CL ) GRADING OR OPERATIONS i` ARIE ±12' 3' ±6' t I1 w WITHIN THESE LIMITS N q)- 1' (D U o P� GRASS SOD, WIDTH PA - - T■'� 4) - O VARIES, 6' MIN., 12.5' MAX. p . ~ ` - - � O a EX/ST CnAd£ LLI 0 0 a 5' CONC. SIDEWALK BOTT. EL 33.0 �it�, J `✓ 3' 64' SECTION D— D �' L -U `f' 0 TOWNHOME VARIES, 1.25% MIN. TO TOWNHOME SPREADER SWALE UPLAND BUFFER/ BUILDING 29• %MAX., 2% AVG. 2% BUILDING N x EASEMENT UNE � NTS r .� 'o Z 0 � O w DETENTION AREA B CONSERVATION AREA - - - - - _ O U 0 .� r, GRASS SOD NO CLEARING, GRUBING.- ONS qs PROP. PAVM'T, a 2 - � GRADING OR OPERATIONS • a c� 10' 19.5' 3' 3' WITHIN THESE LIMITS SEE SPECS [-- BERM STRIP & REMOVE ALL SURFACE ORGANICS. \ �• V-0-m<i)) 0 <� VARIES FILL &COMPACT TO 95% MAX DENSITY PER � � 9 -a Cl) VARIES (2' MIN.) ASTM D-1557 IN MAX. 12" LIFTS 6' CHAINUNK FENCE c O CD (BLACK VINYL COATED) SECTION E— E rj Co ` SPREADER sEW TYPICAL PARKING SECTION 3 I "i 0 5EE PLAN VIEW NTS (1 0 EL 32.0 �, SECTION F— F - NTS PAVEMENT SECTIONS _ ENGINEEF; SYMBOLS LEGEND LEGEND TYPE 20 1 ITEM DESCRIPTIONRONALD HENSON I , PF, FL REG. NO.34836 1-1/2" TYPE S-3 ASPHALTIC 8"" LIMEROCK BASE 10" STABILIZED SUBGRADE 5002 TYPE A MEDIAN CURB , SEE DETAIL ,. ASPHALT PAVE- COMPACTED TO 98% MODIFIED COMPACTED TO 98% MODIFIED CONCRETE, MINIMUM MARSHALL DESIGN DRAFT CHECK 5004 VERTICAL CURB V CURB SEE DETAIL MENT - PHASE I STABILITY 1,500 LBS PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER 5005 12" RIBBON CURB SEE DETAILAASHTO T-180, LBR 100 (PRIMED) AASHTO T-180, LBR 40 RMH DSC 5006 DROP CURB MIAMI CURB , SEE DETAIL ! 1-1/2" TYPE S-3 ASPHALTIC 8"" LIMEROCK BASE 10" STABILIZED SUBGRADE 5030 CURBED SIDEWALK RAMP, SEE DETAIL ASPHALT PAVE- COMPACTED TO 98% MODIFIED COMPACTED TO 98% MODIFIED PROJECT NO. CONCRETE, MINIMUM MARSH/11.. 5032 CONCRETE SIDEWALK RAMP, SEE DETAIL MEN - PHASE II STABILITY 1,500 LBS PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER — AA5 T - 8 _ 03046 2D 5040 DUMPSTER PAD WITH SCREEN ENCLOSURE, SEE DETAIL AASHTO T 1 0, LBR 100 (PRIMED) AASHTO T 180, LBR 40 5047 TRANSITION FROM RIBBON CURB TO 6" V -CURB FLUSH 6" - 3,000 PSI CONCRETE 12" STABILIZED SUBGRADE WITH CONCRETE SIDEWALK, SEE DETAIL e, CONCRETE REINF. w/ 6x6 10/10 WWM N/A COMPACTED TO 98% MODIFIED PATI N 0 V. 2004 5048 TERMINATE V -CURB TO FLUSH WITH ASPHALT, SEE DETAIL e. 4 PAVEMENT 3" TO 4' SLUMP PROCTOR MAX DENSITY PER AASHTO T--180, LBR 40 - 5049 TRANSITION FROM V -CURB TO RIBBON CURB, SEE DETAIL SCALL 60! 5050 TRANSITION FROM DROP CURB TO RIBBON CURB, SEE DETAIL ASPHALT COAL TAR EMULSION SWEEP & REPAIR EXISTING RESTRIPE PARKING STALLS, SEAL COAT (35% DILUTION, 0.50 GAL/SY) ASPHALT PRIOR TO SEAL STOP BARS, ETC. COAT APPLICATION p� _ SHEET - - 7 A O 1 2 N rr� �•■• �• arm aes• _�� arms � ,