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<br />I _ SENTRYPALMLOOP ®..° k.•• . , .• ^ . e I I
<br />S .:° • FLORIDA PALM CIRCLE(P)
<br />999 / 20' ASPHALT PAVEMENT
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<br />DEVELOPER/APPLICANT
<br />AUTUMN PALM DRIVE, LLC
<br />45 BRIDGE ST
<br />METUCHEN, NJ 08840
<br />CONTACT: ROBERT CHALFIN
<br />PHONE: (732) 321-1099
<br />THIS PROJECT MUST MEET THE REQUIREMENTS FOR THE BUILDING DESIGN STANDARDS
<br />FOR TOWNHOUSES FOUND IN SECTION 2.01.03.06.019(P) OF THE CITY OF ZEPHYRHILLS
<br />LAND DEVELOPMENT CODE. PRIOR TO SUBMITTING FOR BUILDING PERMITS, THE
<br />OWNER/DEVELOPER SHALL SUBMIT BUILDING ELEVATIONS TO THE PLANNING
<br />DEPARTMENT TO DEMONSTRATE THAT THE BUILDINGS COMPLY WITH THESE
<br />STANDARDS. THESE BUILDING ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE
<br />PLANNING DEPARTMENT PRIOR TO SUBMITTAL OF THE BUILDING PERMITS.
<br />I. PARCEL ID NO.: 15-26-21-0030-08 100-00 10
<br />2. THE PROPERTY IS LOCATED IN THE MEDIUM DENSITY RESIDENTIAL (R-4) ZONING DISTRICT AND
<br />CONTAINS A TOTAL TRACT AREA OF 427,496 SF, 9.82 ACRES.
<br />3. MAXIMUM ALLOWABLE DENSITY = 9.82 AC X 10.5 UNIT/AC = 103 UNITS
<br />4. PROPOSED DENSITY = 94 UNITS/9.82 AC = 9.57 UNITS/AC
<br />0
<br />TABLE OF BULK REQUIREMENTS
<br />ZONE: MULTI -FAMILY RESIDENTIAL (R-3)
<br />ITEM
<br />REQUIRED
<br />PROVIDED
<br />COMPLIES
<br />MIN. LOT AREA
<br />1,700 S.F.
<br />2,100 S.F
<br />YES
<br />MIN. LOT WIDTH
<br />17'
<br />20'
<br />YES
<br />MIN. FRONT YARD SETBACK
<br />SEE FRONT YARD SETBACK
<br />NOTES
<br />15'
<br />YES
<br />SIDE YARD SETBACK
<br />SEE SETBACK NOTES
<br />10,
<br />N/A
<br />REAR YARD SETBACK
<br />20'
<br />30'
<br />YES
<br />MAX. BUILDING HEIGHT
<br />35'
<br /><35'
<br />YES
<br />BUILDING (LOT) COVERAGE
<br />80%
<br />62%
<br />YES
<br />AW0
<br />GENERAL DESIGN & REFERENCE NOTES:
<br />I.
<br />EXISTING INFORMATION SHOWN HEREON AS APPROXIMATE AND IS TAKEN FROM A
<br />SURVEY TITLED "BOUNDARY, TOPOGRAPHIC AND TREE SURVEY" PREPARED BY MASER
<br />CONSULTING, DATED NOVEMBER 22, 2019.
<br />2.
<br />THE HORIZONTAL AND VERTICAL DATUM ARE PER ABOVE REFERENCED SURVEY.
<br />ELEVATIONS DERIVED FROM NGS BENCHMARK "C 663", PASCO COUNTY FLORIDA,
<br />A
<br />ELEVATION 81.57 (NAVD 88).
<br />3.
<br />THE PARCEL SHOWN HEREON LIES IN FLOOD ZONE "X" PER THE FLOOD INSURANCE RATE
<br />{� 2
<br />MAP FOR PASCO COUNTY, FLORIDA PER MAP NUMBER 12101C0452F, WITH AN EFFECTIVE
<br />11
<br />DATE OF SEPTEMBER 26, 2014 AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT
<br />Q
<br />AGENCY (FEMA).
<br />a
<br />4.
<br />WATER AND SANITARY SEWER SERVICES WILL BE PROVIDED BY THE CITY OF ZEPHYRHILLS
<br />UZ
<br />UTILITIES DEPARTMENT.
<br />5.
<br />THE PROJECT WILL UTILIZE A PRESSURE SEWER AND LIFT STATION TO CONNECT TO
<br />(� N
<br />EXISTING MANHOLE ON LAWANDA LOOP. GRAVITY SEWER TO LIFT STATION.
<br />O
<br />O 6.
<br />THE MAXIMUM WATER DEMAND FOR THE DEVELOPMENT WILL BE (300 GPD X 84 UNITS =
<br />5
<br />25,200 GPD * 4.0 (PEAKING FACTOR) = 100,800 GPD)
<br />7.
<br />THERE ARE NO STATE, LOCAL OR SWFWMD WETLANDS IN THE PROXIMITY OF THE
<br />PROPOSED DEVELOPMENT.
<br />8.
<br />STORMWATER INFORMATION:
<br />A.
<br />PRE -DEVELOPED CN FOR THE PROJECT SITE IS 43, SCS SOIL TYPE A.
<br />B.
<br />PRE -DEVELOPMENT IMPERVIOUS AREA IS ±0 SF.
<br />10.
<br />FIRE PROTECTION PROVIDED BY CITY OF ZEPHYRHILLS FIRE DEPT. VIA PROPOSED FIRE
<br />HYDRANTS.
<br />11.
<br />ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED AND PERMITTED ON AN
<br />INDIVIDUAL BASIS APART FROM ANY ULTIMATELY APPROVED SITE PLAN.
<br />12.
<br />ALL CLEAR -SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, OR STATE
<br />RIGHT-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT-OF-WAY USE PERMIT.
<br />13.
<br />PROPOSED CONCRETE PAVING AND SIDEWALKS AS NOTED.
<br />14.
<br />SOIL TYPES: PER SOIL SURVEY OF PASCO COUNTY, FLORIDA SHEET NO. 49 THE SOILS ARE
<br />TAVARES, MILLHOPPER AND NEWMAN.
<br />15.
<br />FUGITIVE DUST SHALL BE CONTROLLED BY SPRINKLING DURING CONSTRUCTION IF
<br />REQUIRED.
<br />16.
<br />HANDICAPPED PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE
<br />WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR
<br />OTHER APPLICABLE STANDARDS.
<br />17.
<br />PAVEMENT MARKINGS IN DRIVEWAY SHALL BE PER FDOT INDEX NO. 71 1-001.
<br />18.
<br />ALL DISTURBED AREAS WITHIN PASCO R.O.W. SHALL BE SODDED.
<br />19.
<br />DRIVEWAYS SHALL CONFORM TO FDOT INDEX NO. 330-001.
<br />20.
<br />SITE CONTRACTOR TO VERIFY ALL UTILITY CONNECTION TO BUILDING WITH THE
<br />ARCHITECT PRIOR TO STARTING CONSTRUCTION.
<br />21.
<br />THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE
<br />WITH THE AMERICANS WITH DISABILITIES ACT.
<br />22,
<br />ALL ON SITE PARKING SPACES WILL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE
<br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES,
<br />DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE
<br />OWNER/DEVELOPER'S RESPONSIBILITY TO PROPERLY SIGN AND STRIPE THE SITE IN
<br />ACCORDANCE WITH APPLICABLE STANDARDS.
<br />23.
<br />THE OWNER/DEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY
<br />WORK IN COUNTY R.O.W. ALL RIGHT OF WAY WORK SHALL BE A FUNCTION OF AN
<br />APPROVED PASCO COUNTY RIGHT OF WAY USE PERMIT.
<br />VERED BRIDGE BOUL
<br />23' ASPHALT PAVEMENT 24.
<br />ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE ETC. REQUIRE A
<br />SEPARATE BUILDING PERMITS.
<br />W7 25.
<br />NO ON -SITE BURNING IS PROPOSED, IF SO SEPARATE FIRE MARSHALL APPROVAL IS
<br />I
<br />REQUIRED.
<br />26.
<br />ALL CONSTRUCTION IN COUNTY R.O.W. SHALL CONFORM TO CURRENT PASCO COUNTY
<br />SPECIFICATIONS.
<br />27.
<br />RETENTION AREAS TO BE MAINTAINED BY OWNERS.
<br />-S 1`4-OF
<br />f -2 28.
<br />EXISTING VEGETATION IS TREES AND UNDERBRUSH.
<br />29.
<br />THE OWNERIDEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING
<br />PERMITS SHALL COMPLY WITH ALL ZONING CONDITIONS.
<br />4,V 30,
<br />A OPEN SPACE AMENITY AREA SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF
<br />ZEPHYRHILLS TOWNHOUSE DEVELOPMENT STANDARDS. AT A MINIMUM, THE AMENITY
<br />AREAS SHALL INCLUDE A PLAYGROUND, PICNIC SHELTER & SHUFFLEBOARD.
<br />31.
<br />PLAYGROUND EQUIPMENT SHALL BE CERTIFIED BY INTERNATIONAL PLAY EQUIPMENT
<br />MANUFACTURERS ASSOCIATION (IPEMA) UTILIZING CURRENT AMERICAN SOCIETY FOR
<br />TESTING AND MATERIALS (ASTM) STANDARD F1487. PLAYGROUND SURFACE SHALL MEET
<br />CURRENT ASTM (F1292) STANDARDS
<br />32,
<br />ALL STREETS SHALL BE PRIVATE.
<br />MR
<br />33.
<br />SOLID WASTE PICK-UP WILL BE CURBSIDE FOR EACH UNIT.
<br />34.
<br />BUILDINGS ARE PROPOSED TO BE SINGLE -STORY
<br />35.
<br />NO LOTS ARE LOCATED WITHIN A FLOOD ZONE.
<br />36.
<br />STREETS, DRAINAGE AND UTILITIES ARE PRIVATE.
<br />SETBACK NOTES
<br />E
<br />BUILDING WALL MINIMUM DISTANCE
<br />FRONT:
<br />15 FEET FROM FRONT FACADE WALL
<br />20 FEET FROM FRONT OF GARAGE WALL
<br />SIDE:
<br />15 FEET FROM INTERIOR ROADWAY OR PARKING AREA
<br />10 FEET FROM EDGE OF A RECREATION AMENITY
<br />10 FEET FROM EDGE OF A STORM WATER RETENTION
<br />OR DETENTION AREA
<br />PARKING AND LOADING
<br />PARKING:
<br />REQUIRED: TOWNHOMES 2 SPACE PER UNIT
<br />(94 UNITS X 2) = 188 SPACES
<br />ADA PARKING SPACES REQUIRED= I SPACES
<br />ADA PARKING SPACES PROVIDED= I SPACES
<br />PROVIDED: 94 GARAGE SPACES
<br />94 DRIVEWAY SPACES
<br />14 ADDITIONAL SPACES
<br />202 TOTAL SPACES
<br />OPEN SPACE CALCULATION
<br />PARENT TRACT = 9.82 AC
<br />R/W DEDICATION TO PASCO COUNTY = 0.08 AC
<br />NET PROJECT AREA = 9.74 AC
<br />REQUIRED OPEN SPACE (30%) = 2.95 AC
<br />OPEN SPACE PROVIDED = 3.12 AC
<br />00,
<br />LEGEND
<br />EXISTING PROPOSED
<br />4! TLC � TRAVERSE LINE, CENTER LINE
<br />1
<br />12+00 Pl 73+00 OR BASELINE (LABEL AS SUCH) 12+00
<br />_
<br />13+00
<br />- - RIGHT OF WAY LINE
<br />PROPERTY LINE
<br />- - - - - - - EDGE OF PAVEMENT
<br />FACE
<br />FACE
<br />CURB
<br />BACK
<br />BACK
<br />DEPRESSED CURB
<br />SIDEWALK
<br />A,
<br />X---X-- FENCES _X
<br />_X_
<br />TREELINE
<br />ROADWAY SIGNS =
<br />'TW_
<br />-*'
<br />•• •• WETLAND LINE _••��••�
<br />S MUNICIPAL BOUNDARY LINE
<br />I STALL COUNT
<br />IO
<br />O
<br />ADA ACCESSIBLE STALL
<br />�J
<br />�VJ
<br />DEPRESSED CURB AND ADA RAMP
<br />HC
<br />DIRECTION OF TRAFFIC FLOW
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<br />www.maserconsuIting.com
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<br />■ FLORIDA ■ TENNESSEE
<br />■ NORTH CAROLINA ■ COLORADO
<br />State of F.L. C.O.A.: 30301 / LB7388
<br />1
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<br />drawing and all the information contained herein is authorized for I
<br />use only by the party for whom the services were contracted or to
<br />whom it is certified. This drawing may not be copied, reused,
<br />disclosed, distributed or relied upon for any other purpose without
<br />the express written consent of Maser Consulting, P.A.
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<br />ALL STATES REQUIRE NOTIFICATION OF
<br />o EXCAVATORS, DESIGNERS, OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
<br />Know what's below.
<br />Call before you dig.
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS
<br />VISIT: WWW.CALL81 I.COM
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<br />Of
<br />STUART ROGERS
<br />FLORIDA PROFESSIONAL
<br />ENGINEER - LICENSE NUMBER: 42718
<br />PRELIMINARY PLAT &
<br />IMPROVEMENT PLAN
<br />FOR
<br />AUTUMN PALM
<br />DRIVE, LLC
<br />PARCEL ID:
<br />15.26-21.0030-08100.0010
<br />CITY OF ZEPHYRHILLS
<br />PASCO COUNTY 1
<br />FLORIDA
<br />TAMPA OFFICE
<br />5471 West Waters Avenue
<br />Suite 100
<br />Tampa, FL 33634 i
<br />- Phone:813.207.1061
<br />Fax: 813.281.1050 I
<br />SCALE:
<br />DATE:
<br />DRAWN BY:
<br />CHECKED BY:
<br />AS SHOWN
<br />12/31/19
<br />I
<br />AM
<br />SMR
<br />I
<br />PROJECT NUMBER:
<br />DRAWING NAME:
<br />19002495A
<br />C-LAYT
<br />SHEET TITLE:
<br />DIMENSION PLAN
<br />SHEET NUMBER:
<br />3 of 21
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