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HomeMy WebLinkAbout5940 Dogwood St (2)(D w 7C3 ca EE C W -c' c CE E Lf Et 0) 0 it 04 CL (1) cn It 4 C)- 2 < E _j n w > W: m 26' < z 3 Ju- b cq cr 2.37' 'N 0 PROPERTY A S BOUNDARY to 10L 06 -------- 10' BUILDING SETBACK 10' BUILDING SETBACK EXIST. GRASSEP,?,�RKING AREA 472.61 tbu00"OO-E J PROPOSED PROPOSED, 472.61 DUMIPSTER ENCLOSURE OFFICE/STORAGE STORAGE (SEE SHEET C09 FOR PROPERTY DUMPSTER ENCLOSURE DETAILS) BOUNDARY PROPERTY BOUNDARY DOGWOOD STREET ----- PROPERTY BOUNDARY Z SITE DATA: SITE AREA, 65,094± SF (2,04± AC) PARCEL NUMBER- 12-26-21-0260-01500-0960 12--�26-21-0260­01800-1290 EXISTING ZONING: R-2 (SINGLE FAMILY RESIDENTIAL) FUTURE LAND USE DESIGNATION. RESIDENTIAL SUBURBAN EXISTING, USE: CHURCH PROPOSED USE- CHURCH PROPERTY TOTAL BUILDING AREA; 7,508 SF (EXIST.) BOUNDARY 789 SF (PROP.) 8,297 SF (TOTAL) PROPOSED BUILDING HEIGHT: 1 STORY FLOOR AREA RATIO (FAR): 0,127 FLOOD ZONE: X 4 AE — PART OF THE SITE DOES LIE WITHIN A DESIGNATED FLOOD ZONE FEMA MAP NUMBER 121101CO456F 09/26/14 IMPERVIOUS AREA CALCULATIONS: EXISTING IMPERVIOUS AREA = 18,471 SF (28.38%) PROPOSED IMPERVIOUS AREA = 56,797 SF (87.25%) PROJECT AREAS: BUILDING AREA- 8,297 SF 12.75% PERVIOUS AREA: 45,988 SF 70-.65% IMPERVIOUS AREA: (EXCLUDES BLDG.) 10,809 SF 16.60% TOTAL AREA: 65,094 SF 100,007o REQUIRED BUILDING SETBACKS: FRONT: 201 SIDE- l'o" REAR- lo' REQUIRED LANDSCAPE BUFFERS: FRONT: lo' SIDE: 5' 4c IC REAR: 10, PARKING PROVIDED: 22 EXISTING GRASS PARKING SPACES 6 PROPOSED HANDICAPPED SPACES 28 PARKING SPACES 0 20 40 SCALE (IN FEET) NOTES: LEGEND: 1. XXXXXXXXX"WILL BE SERVICED BY, A GRAVITY SEWER SYSTEM. PROPERTY LINE 2, A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK, PROPOSED BUILDING 3. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH LANDSCAPE BUFFER SPACE SHALL BE PROVIDED WITH A SIGN STATING *PARKING BY DISABLED PERMIT ONLY.' ALL HANDICAP BUILDING SETBACK ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. 4. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE CITY OF PROPOSED CONCRETE ZEPHYRHILLS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION, WHERE APPLICABLE- 5. PRIOR TO, STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION EXISTING CONCRETE OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. INDICATES DIRECTION 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS, BEFORE ► OF TRAFFIC, FLOW BEGINNING CONSTRUCTION. (FOR INFORMATION ONLY) 7 UNLESS OTHERWISE INDICATED ON PLANS ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR CENTER OF STRIPING, B. ALL BUILDING ' DIMENSIONS ARE TO THE EXTERIOR FACE OF CMU WALL 9, LIGHTING TO BE NON -GLARE AND AVOID SPILLAGE INTO ADJACENT PROPERTY. 10. MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED MOT PERSON. 11. AS -BUILT PLANS CERTIFIED BY A LICENSED SURVEYOR ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. GRADING, UTILITY. AND STORMWATER AS-BUILTS' ARE REQUIRED TO THE ENGINEER IN BOTH SIGNED AND SEALED PAPER FORMAT, AS WELL AS ELECTRONIC AUTOCAD FORMAT AT A MINIMUM, THE GRADING AS-BU(LTS ARE TO INCLUDE ALL CENTERLINE HIGH POINTS AND LOW POINTS, CHANGES IN GRADE, INTERSECTIONS, PAVEMENT AND SIDEWALK GRADES AT HANDICAP RAMPS, HANDICAP PARKING SPACES AND ACCESS AISLES, HANDICAP PATHS OF TRAVEL, AND ALL GRADES AS INDICATED ON THE PAVING, GRADING, AND DRAINAGE PLAN. UTILITY AND STORMWATER AS-BUILTS 'SHALL INCLUDE LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL APPURTENANCES, INCLUDING, BUT NOT LIMITED TO, PIPES, MANHOLES, VALVES, ETC: 12, ALL PROPOSED SIDEWALKS AND HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATION& 13. SiGNAGE SHALL BE SUBMITTED AND PERMITTED SEPARATELY. 14. NO OBSTRUCTION SHALL BE PLACED WITHIN ANY SIGHT DISTANCE TRIANGLE. 15. THE CONTRACTOR SHALL NOTIFY FDOT 48 HOURS IN ADVANCE PRIOR TO INITIATING ANY WORK WITHIN FDOT RIGHT-OF-WAY. 1& FOR ALL ONSITE RAMPS (OUTSIDE FDOT RIGHT OF WAY) REFERENCED PER FDOT INDEX 304, DETECTIBLE WARNING, (TRUNCATED DOMES) ARE NOT REQUIRED PER ADA GUIDELINES AND THE, FLORIDA ACCESSIBILITY CODE 17, ALL DISTURBED AREAS IN RIGHT-OF-WAY S14ALL BE SODDED. 18. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE MANUAL. OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FDOT DESIGN STANDARDS, AND THE MANATEE COUNTY PUBLIC WORKS DEPARTMENT - HIGHWAY, TRAFFIC, AND STORMWATER STANDARDS. 19. TRAFFIC CONTROL DEVICES THAT DO NOT CONFORM TO THE LATEST EDITION OF THE MANATEE COUNTY PUBLIC WORKS DEPARTMENT HIGHWAY, TRAFFIC & STORMWATER STANDARDS WITHIN PUBLICLY MAINTAINED RIGHT OF WAY WILL REQUIRE A SIGN AND HARDWARE DIAGRAM AND, IF ACCEPTABLE, AN EXECUTED MAINTENANCE. AGREEMENT PRIOR TO APPROVAL OF CONSTRUCTION PLANS. 0 -nc THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONES) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X & AE ZEPHYRHILLS, 120235 0456 F SEP 26, 2014 12101CO456F CITY OF CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Old, co te) f) eq r, 00 "no L'00 Z6 LI W FZ 04 0 0 zF z< w O Lim< W a- LL Z 0 ZW Or i3 N .- fn '-- Z) w W Lo Uj< li- Z < Go W0 - 0 f- 0 was«3¢ Ira0 _j co ga Z r z w w IN cli g : C) Z LL c6 w C)ui W 2i z I,_ 0 w o w 0- m W ta 0 0 o 3: w 2 < z w Lu N 0 wm w �j u 0 z 0 z 3: w Z (n > fif 3: LLI in IL) a 0 w ()o w cl 0) z 0 w 0 I fill/ '�Xll N 4t C'4 CL m V, 0 co LL 0 C 0 Z o Z to, LU Lil Z w uj 0 4, I_ <t 0 of D_ o 010 0(Do LL 0 DATE 08/1,912019, PROJECT NO. 1512001 SHEET NUMBER C04