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7 3 a / / I 0 20 40 SCALE (IN FEET) I / i ALK MATCH EXISTING GRADEJ — — — — MATCH EXISTING SlD� �NG i CONSTRUCT HC„ d STRIPII$G PER FOOT INDEX 1734 „3h tip` DK /' f 4 i u R �� 2.54� (D) 4 i , . 'l /~ — fi t r i :: ro PROPOSED ASPHALT',/ OVERLAY (TYP) i o., s.......... ......:::::: .Wii ..... / g . . :...:. b { :•::': ht a `s .:. 'icy:::.:::_ /.•': ........ :, r ,. . ...................... . is Y...... ................. } fi / ............ IN CONSTRUCT :.,.............................. CURB .AND SID TALK (TYP) y9 r / E / ........................... .•... i ....... .:....:. . ......... .... f. r:. / ........................... 7� .......... — ................. .................................. ..................... f3!'` .�: :27:I ...... ........... - .. ............................... 9 W 62311 (D ):::::::: :::, ..:a'4 ............... :':::::.: ............ ......................... f •: . i '� ` '~ `1►IATCti 06STING GRADE = 1 ` 'I L- - - - - - - - ---------- - - - - - - - - - - - - - - --- 'I / I i I � I i I SITE DATA SITE AREA: 6.74 ACRES Z z PARCEL ID NUMBERS: 10-26-21-0020-00000-0100 Ono�j = z 10-26-21-0020-00000-0090 Oman, N �, N 10-26-21—ODD-02100—DODO o ' 5 � .6 o o 10-26-21-0020-00000-0050 y CD -L m 0 F- �+ Icz > z i� 10-26-21-0000-02100-0030 w im, X z Fr 10-26-21-0020-00000-0030 W z N o 10-26-21-0000-02100-0010 ID L uj z 20 z u- o EXISTING ZONING: C2 o w `0 p°�- FUTURE LAND USE DESIGNATION: COMMERCIAL UO¢ war U TOTAL EXISTING BUILDING AREA: 69,711 SF (EXCLUDES CANOPY) g co PROPOSED BUILDING AREA (ROBS): 69,711 SF Ir � 0) wo FLOOD ZONE: FLOOD ZONE A AND X o BFE = 82.2 PARKING REQUIRED: SHOPPING CENTER 1 SPACE PER 200 SF GFA 69,711 SF X 1 SPACE / 200 SF = 349 SPACES PARKING PROVIDED: 367 SPACES HC PARKING REQUIRED: 8 SPACES (300 TO 400 SPACES) HC PARKING PROVIDED: 9 SPACES NET IMPERVIOUS AREA TO BE REMOVED: 190 SF U J NOTES: QJ N 1. CURRENT UTILITY SERVICES SHALL REMAIN. 2. AT CONTRACTOR'S EXPENSE, A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR n BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. 3. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY.' ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. W z N 4. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE CITY OF ZEPHYRHILLS Lu AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. v 5. PF40R TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT All REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION 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. L1J 6 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE Cn Q BEGINNING CONSTRUCTION. 7. UNLESS OTHERWISE INDICATED ON PLANS, ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB OL AND/OR CENTER OF STRIPING. 8. ALL BUILDING DIMENSIONS ARE TO THE EXTERIOR FACE OF CMU WALL 9. ALL PROPOSED SIDEWALKS do HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE w HANDICAP CODE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS. 9. TRANSITION CURB AND GUTTER AT HANDICAP RAMPS TO A MAXIMUM 2.OX CROSS SLOPE. z v = 10. ALL PAVEMENT CROSS SLOPES (SLOPES PERPENDICULAR TO THE DIRECTION OF TRAVEL) SHALL BE A w W f- o IL W MAXIMUM OF 2X. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND = Ir N RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (BOTH DIRECTIONS). ALL WALKWAYS SHALL HAVE A MAXIMUM co V) w SLOPE LESS THAN 5X IN THE DIRECTION OF TRAVEL ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION TOLERANCES STATED IN THE PROJECT SPECIFICATION. THE CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO ALLOW FOR CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN L AL 1% SLOPE THE CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION OF THEPAVEMENT AREAS. THE PAVEMENT SLOPES WILL REVIEWED AFTER E VEM BE CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES SPECIFIED ABOVE WILL BE REPLACED AT THE >- >- CONTRACTOR'S EXPENSE o >- co 11. ACCESSIBLE RAMPS TO BE CONSTRUCTED PER SECTION 405, 2010 ADA (:ODE. o w w z mLu z o Y o -jo z cn Q w 12. HANDICAP CURB RAMPS TO BE CONSTRUCTED PER FDOT INDEX 304. NO TRUNCATED DOMES TO BE v (n c w J dz J IF J CONSTRUCTED ON PRIVATE PROPERTY. 13. SIDEWALKS TO BE CONSTRUCTED PER FDOT INDEX 310. 14. ADA PAVEMENT MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED PER FDOT INDEX 17346 AND 17355. 15. PROPOSED IMPROVEMENTS CONSIST OF RECONSTRUCTING EXISTING IMPERVIOUS AREAS. NO INCREASE IN uj IMPERVIOUS AREA AND/OR CHANGES IN DRAINAGE PATTERNS ARE PROPOSED. o THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY NUMBER NUMBER SUFFIX DATE X/AE PASCO 120235 0005 C DEC. 17,1991 LEGEND z 0 D REMOVE EXISTING PAVEMENT w fr cr PROPOSED ASPHALT OVERLAY O z PROPOSED ASHPALT I11ITBjl,�` ct� PROPOSED CONCRETE ®®�t N -` '�� ®M a •.®•°... ®� r Lo .� 0.z � w �o � U•w Lo Z�w -f-4a c ®® , .• ® Q O DATE 2/22/16 PROJECT NO. 1410001 SHEET NUMBER C01 --