HomeMy WebLinkAbout2017 04 24 Regular 500 PetSuites Preliminary Engineering PlanCOMMISSION AGENDA
ITEM 500
April 24, 2017
Regular Meeting
REQUEST:
Informational
Consent
Public Hearings
Regular
X
KS
City Manager
is
Department
The Community Development Department requesting City Commission approval of a
Preliminary Engineering Plan for PetSuites Pet Resort and Spa, located at the southeast
corner of the SR 417 / SR 434 interchange.
SYNOPSIS:
The City of Winter Springs Community Development Department received an application
for a Preliminary Engineering Plan for PetSuites Pet Resort & Spa, a pet boarding facility
consisting of one 19,280 square -foot building located on the southeast corner of the SR
417 / SR 434 interchange.
CONSIDERATIONS:
APPLICANT AND PROPERTY INFORMATION:
. Applicant/Property owner's name(s): Gerald and Wendy Korman
. Property addresses:
. Property Parcel ID numbers:
. Current FLUM Designation:
. Current Zoning Designations
W SR 434, Winter Springs, Florida
04- 21 -13- 130 -002B -0000
Commercial
C -2 (General Commercial)
. Previously pproved Development permits such as conditional use, waiver, or
Regular 500 PAGE 1 OF 3 - April 24, 2017
variance (if any): Not Applicable
. Development Agreements (if any): Not applicable
. Pending Code Enforcement Actions (if any): Not applicable
. City Liens (if any): Not applicable
APPLICABLE LAW, PUBLIC POLICY, AND EVENTS:
Home Rule Powers
Winter Springs Code of Ordinances
City of Winter Springs Comprehensive Plan
PRELIMINARY PLAN DEFINITION AND REQUIRED ACTION:
The PetSuites Preliminary Engineering Plan was submitted in accordance with City Code
Section 9 -46: "Filing and contents of preliminary map and plan." The Preliminary
Engineering Plan consists of basic information about the proposed site plan and
supporting data, but it lacks complete construction drawings and details that will be
provided at Final Engineering. The City Commission is required to take action on a
Preliminary Engineering Plan, per City Code Section 9 -47, which can be approval,
conditional approval, approval with conditions, or a request for additional information.
Per City Code Section 9 -49, the City Commission's approval of a Preliminary Plan is "to
be construed only as authority to submit a final plan." For PetSuites, the Final
Engineering Plans must still be reviewed and approved by the City Commission at a later
date.
DISCUSSION:
Preliminary Engineering Plans:
PetSuites Pet Resort & Spa provides pet boarding, daycare, and grooming services for dogs
and cats. The plans depict one 19,280 square foot single -story building with a parking lot at
the front and east sides of the building. The parking lot has a total of 38 parking spaces,
including two handicapped spaces. Access to and from the site is from one right -in / right -
out driveway connection to SR 434. The west side of the site will contain an approximately
11,000 square foot, fenced, outdoor activity area for the boarded pets.
The site is bordered on the west by the SR 417 northbound off -ramp to SR 434, and on the
south by a stormwater pond serving SR 417. The east side of the site is bordered primarily
by single - family residential housing located outside of the city limits. The proposed site
plan provides a 15 -foot landscape buffer on the east, south and west sides of the property.
The site will contain a dry stormwater pond on the east side of the property, which is sized
for stormwater treatment and attenuation based on the applicable City and SJRWMD rules.
The PetSuites facility will connect to existing City of Winter Springs water and sewer
facilities. The point of water connection will be to an existing 12 -inch City water main on
the north side of SR 434. For sewer service, PetSuites will install an onsite lift station and
force main that will connect to the existing City 6 -inch force main located on the south side
of SR 434.
Regular 500 PAGE 2 OF 3 - April 24, 2017
The applicant is working with the Florida Department of Transportation (FDOT) and City
Staff to determine the required improvements to SR 434. A right -turn deceleration lane, or
at least a taper similar to other nearby driveways along this segment of SR 434, is expected
to be required. The driveway connection to SR 434 is expected to be a right -in, right -out
driveway. Discussions with FDOT are ongoing regarding the possibility of providing a u-
turn movement east of the PetSuites driveway to safely accommodate drivers seeking to
travel westbound on SR 434 from PetSuites. The SR 434 improvements will be determined
at final engineering and must be approved and permitted by FDOT. SR 434 is programmed
by Seminole County to be widened from two to four lanes, with the initial study expected to
be started in 2017 -18 and the widening to be completed in a 6 -8 year time frame.
FISCAL IMPACT:
The subject property is proposed to be developed into 19,280 square -foot pet boarding
facility, which will provide an increase to the City's taxable value. The potential tax
revenue of the proposed project is as follows:
19,280 square foot commercial building = $1,900,000 assessed tax value
o $1,900,000/1000 =1,900
o $1,900.00 x 2.4300 = $4,617.00
o $4,617 (less the 4% statutory discount) = $4,432 tax revenue
COMMUNICATION EFFORTS:
This Agenda Item has been electronically forwarded to the Mayor and City Commission,
City Manager, City Attorney /Staff, and is available on the City's Website, LaserFiche, and
the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the
respective Meeting Agenda which has also been electronically forwarded to the individuals
noted above, and which is also available on the City's Website, LaserFiche, and the City's
Server; has been sent to applicable City Staff, Media/Press Representatives who have
requested Agendas /Agenda Item information, Homeowner's Associations/Representatives
on file with the City, and all individuals who have requested such information. This
information has also been posted outside City Hall, posted inside City Hall with additional
copies available for the General Public, and posted at six (6) different locations around the
City. Furthermore, this information is also available to any individual requestors. City Staff
is always willing to discuss this Agenda Item or any Agenda Item with any interested
individuals.
RECOMMENDATION:
Staff recommends that the City Commission approve the Preliminary Engineering Plans for
PetSuites Pet Resort & Spa.
ATTACHMENTS:
A. Location Map (1 page)
B. Preliminary Engineering Plans (6 pages)
Regular 500 PAGE 3 OF 3 - April 24, 2017
ATTACHMENT A
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ATTACHMENT B
ENGINEER:
FORESITE
group
FL CA 16115
Foresite Group, Inc.
SITE DEVELOPMENT PLANS FOR:
PROJECT DIRECTORY
AND WASTEWATER (FDEP)
OWNER FLORIDA DEPARTMENT OF
PetSumv a .i.
GERALD & WENDY S. KORMAN
6727 CATANIA DRIVE
ENVIRONMENTAL PROTECTION
CENTRAL DISTRICT
10150 Highland Manor Dr. o 1813.549.3250
suite 210 f 1813.621.3580
Tampa, FL 33610 w I www.fg- inc.net
tom. Pet Resort & Spa
BOYNTON BEACH, FL 33472
WATER & WASTEWATER FACILITIES
DEVELOPER:
BETA EQUITY
INVESTMENTS, LLC
501 PENNSYLVANIA PARKWAY
PERMITTING PROGRAM
DEVELOPER
BETA EQUITY INVESTMENTS, LLC 3319 MAGUIRE BOULEVARD, SUITE 232
501 PENNSYLVANIA PARKWAY, SUITE 160 ORLANDO, FL 32803
S. E.C. O F S.R. 434 / 419 & S. R. 417 INDIANAPOLIS, IN 46208 CONTACT: J F PRATHER
(317) 819 -0116
WINTER SPRINGS, FL 33708
CONTACT: CRAIG FORGEY
LOCAL JURISDICTION
SU
INDIANAPOLISS, , INDI NDIANA 46280
SECTION 04, TOWNSHIP 21 S, RANGE 31 E
S
PARCEL ID: 04-21-31-300-00213-0000
G I D (R EZO N E TO C -2 I N PROGRESS)
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* , •,I i • trr teary
•4 sanfor
427
Lake Jesup
= wilderness
Y
CIVIL ENGINEER
FORESITE GROUP, INC.
10150 HIGHLAND MANOR DR. SUITE 210
TAMPA, FL 33610
(813) 549 -3250
CONTACT: , P.E.
CITY OF WINTER SPRINGS COMMUNITY
DEVELOPMENT
1126 EAST STATE ROAD 434
WINTER SPRINGS, FL 32708
(407) 327 -8979
CONTACT: BRY ANT ANT SMITH, P.E.
BSMITH @WINTERSPRINGSFL.ORG
CONTACT: CRAIG FORGEY, P.E.
-
EETINDEX
-1 OVER
-1 SURVEY
-1 RELIMINARY SITE PLAN
-2 RELIMINARY GRADING & DRAINAGE PLAN
-3 PRELIMINARY UTILITY PLAN
i
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417
WATER MANAGEMENT DISTRICT
ST. JOHNS RIVER WATER MANAGEMENT
DISTRICT(SJRWMD)
601 SOUTH LAKE DESTINY ROAD, SUITE 200
MAITLAND, FL 32751
(407) 659 -4831
CONTACT: KEN LEWIS, P.E.
SURVEYOR
SOUTHEASTERN SURVEYING AND MAPPING
CORPORATION
6500 ALL AMERICAN BOULEVARD
ORLANDO, FL 32810
(407) 292 -8580
CONTACT: JAMES L. PETERSON, RLS
DEPARTMENT OF TRANSPORTATION
FDOT
2400 CAMP ROAD
OVIEDO, FL 32765
(407) 249 -4279
CONTACT: JOSE ORTIZE P.E.
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UTILITY PROVIDERS
SEAL:
WATER SERVICE PROVIDER
CITY OF WINTER SPRINGS
1 126 EAST STATE ROAD 434
WINTER SPRINGS, FL 32708
(407) 327 -8979
CONTACT: BRYANT SMITH III, P.E.
SANITARY SEWER SERVICE PROVIDER
REVISIONS DATE
CITY OF WINTER SPRINGS
1 126 EAST STATE ROAD 434
CITY COMMENTS 03128/2017
WINTER SPRINGS, FL 32708
(407) 327 -8979
CONTACT: BRYANT SMITH III, P.E.
ELECTRICAL SERVICE PROVIDER
DUKE ENERGY
(407) 905 -3321
CONTACT: SHARON DEAR
PROJECT MANAGER: SBM
DRAWING BY: EC
TELEPHONE SERVICE PROVIDER
JURISDICTION: WINTER SPRINGS, FL
AT &T
132 COMMERCE WAY
DATE: 2017 -03 -03
PREPARED BY:
-
SANFORD, FL 32771
(407) 302 -7611
CONTACT: SCOTT LORENZ
SCALE: AS SHOWN
TITLE:
)KeWSITE CONTACT:
groUpDAMON PARRISH, P.E.
BRIGHTHOUSE NETWORKS
(407) 532 -8509
CONTACT: MARVIN URSY, JR.
COVER
SHEET NUMBER:
G-1-
FL CA 26115 (813) 549 -3250
Foresite Group, Inc.
10150 Highland Manor Dr. o 813.549.3250 ISSUED:
Suite 210 f 813.621.3580 MARCH 03, 2017
COMMENTS:
Tampa, FL 33610 w I www.fg- inc.net 936.001
NOT RELEASED FOR CONSTRUCTION
JOBIFILE NUMBER: 936.001
LEGEND AND ABBREVIATIONS VICINITY MAP
-BEL- - RETRIED ELECTRIC NOT TO SCALE
-OHL- - OVERHEAD UTILITY
LAKE
-TCL- - TRAFFIC CONTROL LINE A JESSUP
FOUND s /s° —BFO- - BURIED FIBER OPTIC LINE
FROT
NORTH "'IT OF RCP - REINFORCED CONCRETE PIPE
H
F EPORTTMENT OF T, WAY "N' INV INVERT
GEE STATE ROAD "'IPOITAPT'I,' ETGEHIA
0
No, 117
SECTION OF WAY MAL, A, K.A. ALSO KNOWN AS 41
ON 97770
-23021
S.R. N' �.4 3�4 & S.R. NO. 419 A.K.A. SANFORD OVIEDO ROAD _A
- At,
- — - — — — S.R. STATE ROAD
,LRIGHT OF WAY VARIES
WIT --TR —�r
PER FLORIDA DEPARTMENT OF WIT TRANSPORTATION WIT WIT PLO = PROFESSIONAL LAND SURVEYOR PROJECT
RIGHT OF WAY MAP, SECTION 97770-2302 PRM = PERMANENT R/W MONUMENT LOCATION
WE BENCHMARK PAVED PUBLIC ROAD INLET SITE BENCHMARK 419 A I A G�3
SEMINOLE T P-32,16 FOUND SEMINOLE COUNTY TRAFFIC SIGNAL POLE
COUNTY I - PIN AT 1
5"x5" CONCRETE MONUMENT S,INy-28 81 NAIL & DISK #4732201 PLAT BOOK �S ES Y , �11
GO,
3NI ST ELEVATION=24.66 ,
W/BRASS DISC STAMPED 'OR- 5 11 No TER
A DAAl
ED WHITE STRIPE by. - NUMBER
AIR HE soup WHITE _ST11E 31
01.4/RED DOGS 0 No, 62 A' W TESTA S
ELEVATION=37.78 (M) - MEASURED SO 41 A ORK
1 40' as E,
GRAPHIC SCALE ORIGINAL SOUTHERLY RIGHT 01 PASS MEDIAN UT (D) - DEEDED <?-
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PER F,D.O.T. MAINTENANCE MAP SECTION �5,52 TER CE 77070 R 1G,22 / —
0 20' 40' 80 _4 LINE 1 34 81 F,D,O,T- - FLORIDA DEPARTMENT OF TRANSPORTATION
36.71— V35 40 TION or
'36.09 : — POC - POINT OF COMMENCEMENT
3719 _Z 45 MPH
3, 303,93 R) 6, IT SIGN —
,y W MACNLILLA 5
INLET POP - POINT OF BEGINNING
AD TOP =3505 NOTE: ROADWAY SPEED POSED 35.36
DIANARE MANHOLE X BOT, s,5 35�34 6 AS 45 MPH - 4",4" CONCRETE MONUMENT
TOP-11�31 0"_22w 00 Ix` ■
T= TIRE 71
DISHED WHITE STRIPE ASPHALT PAVEMENT 11 - MANHOLE LIMITED ACCESS R/W
SINGLE SOLI gEL
5 NPF-31,00 T
Vo No- WHITE TRIP 2,01 1A
F No- 11 BIKE LANI, I'E ,a "RCP Cey) UTILITY MARKER
G`6 RC DOWN GUY
65 ;9 EASE VAULT
"M 37
L As Ho IRON ROD ry
35. OH1111 SIXI C4 A
B L CONDRETF WALK 35 34 33— 32- V-29, INVERT-26.41 PER FORA 0 as _.
IT P 5 4 6 -W- — A PA \'OEL LIN 'oel, bkEp 0 - IRON PIPE FM SANITARY FORCE MAIN SIZE SHOWN IS TRUNK DIAMETER Al
FM 35�7 F FM__--- �_ FM FM 1-2 --,RIO I _" � 0 3 IN INCHES MEASURED AT CHEST
7C DE 1 Ed Yp P OPLAHON RIGH97770-23OZ QLi 1,
1 1, WATER MAIN HEIGHT
I co I W�ORDEP OF 7AM[tG 1-11 AfTWF1 - LIGHT POLE ININ
OF ORE 2295, CE 742 �PIA SO 7F` 0
WETLAND FLAG TABLE I do PARCEL " B p , A H NOAD US, 4 WATER LINE
I INLET ____EF Af I FOUND 5/ IRON ON
5 1 EXISTING G - NAIL W/DISC ENT TREE
T P-34.17 A P Oz ED Q4 , 11 1. 0
POINT NORTHING EASTING ELEVATION DESCRIPTION BOI C - POWER POLE L.A. LIMITED ACCESS R/W GOLD F
DO N07 SJNo- 07 FOUND 5/8 UPONi a. _�>_
2614 1583628,916 583863,107 JE-1-1 ENTER N.INy- 17 FLADOT _,- E 2 1 C 0 OFFICIAL RECORDS BOOK CU - cum g
SIGN EXISTING 22 All = TRAFFIC SIGN ORB 0 =OAK
2615 1583610,872 5838E9.511 - JB-1-2 /R=4p/ Al 80 2�4 FOUND A' SIR N P\0D �1 _EI
FENCE E GO HAMPTON PIT 3744 SEC SECTION PI - PINE Is
- -1-3 00'(M FEN E CROSSES 3, P, P, -3 NON-TRAFFIC SIGN
2616 1583596A97 583915 559 L=8.70'(M) ARE 0, 1 A, S A e -,A _1_1�sd,a W I
2117 1181517,311 581812,872 - IB-1-1 P, 15 N 0 T P I A T T E D P.
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- JB-1-5 A=/T/2-27'58" �2- -24 FLAT CRATE INLET L LENGTH I E z1 / 261B 15B3553�121 583869,058 PI 0 L_!�/_WETLAND
NO L.A. R/W LINE 1-I0 12 Ql,,) ,,� MITERED END SECTION R RADIUS
2519 1583508,519 583853,018 - 1-6 8.69'(M) C10 GIN R/W LINE 1-9
DELTA
2620 158350&29CI 1583848,9361 - JB-1-7 E3=S74 10 2� W �_32_ ELECTRIC FIXTURE A
C -4G00 (D) t_� — 37
2621 158353&1(O 583847,993 JB-1-B AN 12'59 07'(D PI-) hi\H -19 ,2 °19 ELECTRIC SERVICE METER CH CHORD
TT I ) P 14 PI )��f -5
2122 1181514,001 583833,230 - JB-1-9 IF - 9 07'(D) T 'p, 12
2623 158358E,330 583832,970 - JB-1-10 LI)UND o/A"IpO IF 9 �C� OVWETLAND LIMITS AS V BURIED ELECTRIC PEDESTAL CIA CHORD BEADING
F�A'DOT a FLA 2 1 P/W RIGHT OF WAY
2624 1583624,615 583797,736 JB_I_II FENCE(ORNE, 00 EN BY CLIENTS --A, a Z' BURIED TELEPHONE PEDESTAL
a N I
0' A,
0,5'W & 1,2' U) 10 RONMENTAL
2625 1583404S74 58RBO1214 31,67 JM0SHWI '0 CONSULTANT PI WETLAND FLAG ID IDENTIFICATION
2626 1581258,120 583850,890 23��7�7 SH 2 '9 P
L a to 0
�22 S_A 12 1
SSMC SOUTHEASTERN SURVEYING
No � W 1-1 5� Ad MAPPING CORPORATION 0 13 0 2127 1113123,112 581851,712 H 3 1
a O..PI
PI p
A� 1, 12 , 13 DESCRIPTION: (Per Tills Commitment File Ny,- NCS-830490-INDY)
0 a a TO 12 CA .,Pl if,
3* 14 12 That part of the Wesl! 112 of the Southwest 1/4 of Section 4, Township 21 South, Range 31 East, Seminole County, Florida, lying South of Stale Road 419, less The
NO FP 11 0
11) IS d C_ �p 15
N a 1-7 South 1357.60 feet, and also less the West 900,00 feet of the North 242.80 'act of The South 1582,40 feet, and also less the West 1050.00 feet of said West 112 - PI Sou
ly AD If the Southwest 1/4 lying North of the South 1582.40 feel thereof. Also known as Lot fO of the unrecorded plat of the Pines of Tue-wiLa.
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Af A parl! of the Southwest 114 of Section 4, Township 21 South, Range 31 East, Seminole County, Florida, being more particularly described as follows: I
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Commence AT! The Southwesl! corner of The Southwest 1/4 of said Section 4; thence run North 89'38'03" East along the Scull line a' the Southwesl! l/4 d OF >
Z ZLI LILI EAR El Lr) of "i
,L Section 4 a distance of l350,00 feel to the Southeast corner of The West 112 of the Southwest 1/Et of said Section 4; thence departing said South line run North
0 712 - 0 �e 0
Do 35,92
OO'L34'27" West along the East ins of the West f12 .1 the Southwest f14 IT said Section 4 a distance of fL357.60 'set to , point on the North fine If the South
Age 15,15 AT
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F CL '2 � 57,60 feel of the West �12 of the Southwest l/4 of said Section 4; thence departing said East line run South 89'38'03" Wool! along said North line a distance of
LLI , I, . C 297.90 v�
0 SEASONAL HIGH WATER NAIL ffeet for of Beginning; thence continue South 89C,3B'03" West along said North line a distance of �54,,53 feel To a point on the Easl! line of West
If OF
of H N= 1583404.67 900 00 A of th Weat 112 of the Southwest /4 of Paid Section 4; thence departing said North Nne run North 00'41'23" West along said East fine a distance of
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0 1 242 BO As to point the North m, the FIT FOOLED Feet of the West 112 of the Southwest 114 of said Section 4; thence run North 89pF8'0.3" Ecot along
Lr) 8 ELEVATION=31.67 said North line a distance of )Z5.4) feet; thence Sode rti departing said North me run South SEC) 5 'Z 4" oEosl a distance of 24.3.69 feet To the Point of Beginning,
WRONG WAY n
0 SIGN 'At P. 9
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CE, W
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10 to 21
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Top_
,A E�NCERCORNER
E 0, 6'N N 0 BUILDINGS OBSERVED 9
NORTH LINE, SOUTH 1600,40' BOTTOM-M 0 �3A '. , P
33 FENCE CO�NER Y)
NO FIXED IMPROVEMENTS EXCEPT AS E Commence AT! The Southwesl! corner of The Southwest 1/4 of said Section 4; thence run North 89'38'03" East along the Scull line a' the Southwesl! l/4 of
SEC 4-2-1 > said Section 4 a distance of 1350,00 feet To the Southeast corner of the West 112 of the Southwest 1/4 of said Section 4; Thence departing said Scull fine
WEST �12, SOUTHWEST 14 clao-33 47 SHOWN
Er run North 00'34'27" West along the East line of the West 112 of the Southwest 114 of said Section 4 a distance of 1883,08 feet for A Point of Beginning;
n
w-A, 0 thence departing said East line run South 90'24'22" West a distance of 298.65 feet To the point AT curvature of curve concave southerly having a radius of
LOW ( , 40.00 feet: them, run Westerly Along The arc of said curve through a central angle of �2'59'07" a distance of 9.07 feel to a point on the Easl! line a' the rn
\ AX, Fclut<� G,( -R, J CASSA VILLA - HEIGHTS 1 e li f t 01: W
P, FS Pg�OD A, West 050 00 feet a' he West 112 o he Southwest 1/4 of said Section 4: Thence run North 00',IV23" West along said Ecol! line a distance of 123.61 feet — 0
13�
A P.A. )0, PAGE 97
FLADOT to The Southerly Right -of -Way line of S.R. 434 according to F.D.O.T, Maintenance Map Section 77070: Thence departing said East ins run North 89'44'18` East
Lr) >
5BEL along said Southerly Right -of -Way Has a distance of 3DJ,9J feel to a poini! on The Aforesaid East fine of the West f12 of The Southwest f/4 of said Section
to 4; Thence departing said Southerly Right -of -Way line run South 00'34'27" East a distance of 72.71 feet to the Point of Beginning. O 00
PI IF
SURVEYOR'S REPORT:
0
Utility locations if shown hereon are based on field location of markings by utility company representatives, surface features and construction plans furnished to the - Do
r\A, 33 11 1 surveyor. Additional sub-surface utilities may exist that have not been field located. e
3T 6 ,SEASONAL HIGH WATER NAIL
N=1583268.12
P1 A E=583850.89 2, Easements or rights of Way that appear on recorded plans or that have been furnished to the surveyor by olhers hove been inco,porcled into This drawing with
i, J _1� : cD
cs�I7ELEVATION=33.77 appropriate notation. Other easements may be discovered by a search of The Public Records.
3. Minimum Horizontal Accuracy for this survey is in accordance with The STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and Mappers in c;
06
Chapter 5J-�7 requirements of Florida Administration Code. The map end measurement methods used far this survey meet or exceed this requirement. The rc$
dimensions shown hereon are in United States standard survey feet and decimals Thereof. >
PARCEL "A" A,
o 'a < II < '35— 4. This survey does nol! determine ownership of the lands shown hereon. 0
'NO (1 5, Underground foundations have not been located.
t
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10 R
6, Survey mop and report or the Copies thereof are not VoNd without the signature and the orarnaI raised sea of a Florida Licensed surveyor and Mapper, 20 rp
VT
\ a
AT I I PI g° 7, Features shown by symbol as indicated in the Legend are not to scale. L
1
8, Factions or deletions to survey maps or reports by other Then the signing party or parties is prohibited without written consent of The signing party or parties.
CO IF PINE AVENUE
9. Bearings shown hereon are based on the South right of way fine of S.R. 434 as being North 80'24'22" East.
10, Vertical information shown hereon refers to Seminole County Benchmark Designation No. 409640841, 5'GE" Concrete Monument d00',L East of S.R. 417 and center 0
of The median of S,R. 4,34. Elevation 37.773 (NGVD 88).
YP yo
41.43 Re 'EA-, An 36— Q)
S�C
f�, Based on the NchwncI Rood Insurance Program FIRM Map No. f2��7(FO)80F, doled 09/28/2007, the above described property Has within Zone 0".
A 4 - 0 ya s V24 SEASONAL HIGH WATER NAIL q 9
4 63 HF By� 4 �04 rAA-) N=158,312,3.96 l2, Horizontal features shown on The map refer to a National Geodetic Survey point with designation "GIS 0151 KAREN MCKEE", PIC number AK7129 And is relative to Z
4 .11 11 An 11 1 OR Al North American Datum of f98J (NAD85), 20) 1 adjustment, State I'Lone Coordinate System, Florida East Zone, Distances shown are GRID distances, 'Z
0 "1 , tN(POA7 Lr) E=583856.73
A 0
4 1 'Np?'�ND 4'-4 A, 41? ELEVATION=34.40
T I Up I S I hav A reviewed the First American TTR, n—ance Company tifle n5unance commitment Fre No. NCS-850490-INDY, Rated December 08, =6 aml ON recorded
'D IT 'a EYE Z "a' a,,
C4 E 1 4 0 ID RON UP ENT encumbrances, except liens, identified in Schedule B-II of the title Insurance commitment have been shown or noted on the survey. 4�
M 2
SPILL(VAY 41.28 \,a PENS 59 ^,h' P I 7�� 14 ,313 6 U FOUND 5/e IRON ROD 14 Unless shown, only those visible features found within the boundaries of this survey or in the immediate vicinity of the above described parcel boundary have been 8938'03"/W(D)/ 97�90'(D) LADOT
54,�A� 4,qY 2 F
FENCE CORNER located.
5M 1 2 W & DES LZ
"B
4 1 FT Av\ 440'_ 9 FENCE CORNERS _8r_9_'4:o'o6" w 297.70 l 5. Welland areas depicted hereon were flagged or marked by Yvonne I, Froscher of Environmental Services, Inc, and were field located by Southeastern Surveying & 44
0, C R, 0,3'N d,
'S Mapping, Corp. on 0211012017.
\ �e— —37— y,
OR, 4 .1 A
GRASS TRAIL
'A, 16, Right of Way information shown hereon was determined by found monumenlation, recorded icals and information obtained on the SEMINOLE County Property
4 1' 41, p6B 37 Qi
VAp A% "A" 36— — W > Appraisers web site, saorrl 35— —NORT 12, 5 U7HWE57 �14
11 If C WEST 3�_ '6- E:
SECTION 've P3 17, The above described parcel contains 3_5f acres, more or ece.
N 4 20, 31
TOLL CAP R� Tc, N b
4234 C- Pc fS, Adjacent property information shown hereon, That was not furnished to this surveyor, was compiled using Latest available data. No attempt was made by this firm to
38,23 PLAZA Cqr verify its accuracy.
N 0 T P IF A T T E D \ o< DRAWING NUMBER
TV Fn 19. Title Commilmenl! Schedule B-It Exceptions that Are not a survey matter may require a lead opinion as to their affecting or FIT! affecting the subject parcel
POC F.D.O.T. RETENTION POND Rx R, P" therefore The surveyor is not qualified alified by low To render a conclusive lead opinion as to those non-sfrva�, matter exceptions, 47799002
PARCEL "A" "B" SOUTHEAST CORNER
,-SOUTHWEST CORNER P`
WEST �12, SOUTHWEST f�44 20. Positional accuracy meets National Geodetic Survey (NGS) Third Order, Class One, specifically 1:10,000, verified by redundant measurements. SHEET
SOUTHWEST 114 SEC 4-21-31 NOTICE OF LIABILITY: NUMBER
SEC 4 -21 -31 SOUTH LINE, WEST 112, SOUTHWEST 314, SECTION 4-21-31 This survey is certified to Those individuals shown on the face thereof. Any other use, benefit or reliance by any other Early is strictly prohibited and
----__N 119'38'03" E(D) 1350.00'(0) restricted, Surveyor is responsible only To those certified and hereby disclaims any other liability and hereby restricts The rights of Any other Individual or OF
firm to use this survey, without express written c onselt of the surveyor.
ENGINEER:
GENERAL NOTES:
I
I 1 I I I I
1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE
PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURE. ALL PROPOSED DIMENSIONS
USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION ARE GIVEN
AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL CURB RADII ARE GIVEN AT THE FACE
I
I I
FORESITE
OFCURB.
2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING
CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING
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FL CA 16115
WITH ANY NEW CONSTRUCTION.
3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT
OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER,
SIDEWALKS, WALLS, AND UTILITIES.
- - -- -- - - - - - _ -
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Foresite Group, Inc.
10150 Highland Manor Dr. o 1813.549.3250
Suite 210 f 1813.621.3580
Tampa, FL 33610 w I www.fg - inc.net
SITE NOTES:
1) TRACT IS CURRENTLY ZONED GID (GREENEWAY INTERCHANGE DISTRICT) WITH FUTURE
LAND USE DESIGNATION OF GID (GREENEWAY INTERCHANGE DISTRICT. TRACT IS IN PROCESS
OF BEING REZONED BY CITY OF WINTER SPRINGS TO C -2 (GENERAL COMMERCIAL DISTRICT)
WITH A FUTURE LAND USE DESIGNATION OF COMMERCIAL. REZONING IS ANTICIPATED TO BE
COMPLETED BY APRIL 2017.
2) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE
BEEN COMPLETED ON THE SITE AND ACCEPTED BY THE CITY OF WINTER SPRINGS
COMMISSION.
3) HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF
ANY LIGHT IS CONCEALED FROM THE PUBLIC VIEW AND DOES NOT INTERFERE WITH TRAFFIC.
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DEVELOPER:
BETA EQUITY
INVESTMENTS LLC
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501 PENNSYLVANIA PARKWAY
SUITE 160
INDIANAPOLIS, INDIANA 46280
4) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY
IDENTIFIED BY FLAGGING AND /OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND
DISTURBANCE.
5) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT,
PRODUCTS, ETC.
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CONTACT: CRAIG FORGEY. P.E.
6) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THIS DEVELOPMENT
PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON -SITE SIGNAGE.
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STRIPES
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7) ALL PAVEMENT MARKING WITHIN FOOT RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND
ACCORDING TO FOOT SPECIFICATIONS. ALL SIDEWALKS AND PAVEMENT WITHIN FOOT
RIGHT -OF -WAY SHALL BE PER FOOT SPECIFICATIONS.
8) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS
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PROJECT ARE THE RESPONSIBILITY OF THE OWNER, HOWEVER A CONTRACTOR /DEVELOPER
CAN GO PERMITTING WITH AGENT AUTHORIZATION.
9) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE
INSTALLED PRIOR TO COMMENCEMENT OF ANY SITE WORK, INCLUDING ANY GRADING.
10) CONTACT: DAMON PARRISH, P.E., (813) 549-3250
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11) CONTRACTOR SHALL COORDINATE WITH THE CITY/COUNTY JURISDICTION, WATER AND
SEWER JURISDICTION, AND DEPARTMENT OF TRANSPORTATION INSPECTORS REGARDING
ALL CERTIFICATE OF OCCUPANCY REQUIREMENTS AND COORDINATE WITH THE ENGINEER
APPROXIMATELY 8 WEEKS PRIOR TO ANTICIPATED CERTIFICATE OF OCCUPANCY DATE
REGARDING ANY ITEMS REQUIRING APPROVAL OR CERTIFICATIONS BY THE ENGINEER.
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.� P^ �ZS, v N 10' \ fy5 ?. ON HEAVY -DUTY CONCRETE
(TYP. \\ PAD (REFER TO ARCH. PLANS
6 I I I I I I I I '� '�' 1 FOR ENCLOSURE DETAILS
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12) CITY OF WINTER SPRINGS SITE INSPECTION FEE IS DUE AT THE PRE - CONSTRUCTION
MEETING, IN THE AMOUNT OF 1 % OF ALL SITE WORK COSTS.
13) ALL ROLLOFF CONSTRUCTION DUMPSTERS SHALL BE FURNISHED BY WASTE PRO, PER
THE CITY OF WINTER SPRINGS' SOLID WASTE FRANCHISE AGREEMENT. WASTE PRO
CONTACT: TOM DALY, (321) 229 -6605.
14) NO CONSTRUCTION ACTIVITY OR EQUIPMENT MAYBE OPERATED FROM 10 PM TO 7 AM
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PROVIDE S
TRAN ITION
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SIJVALK PER
304 (TYP.)
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- 121'
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v FIRE LANE / u�� J I. ., ,n. ..; .. _ ____ _ ______________ ________ _ _
/ 18' / 24' 20' 8 - 0 187.75'
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q y O / .' TO INTEGRAL SIDEWALK CURB (TYP.)
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PER THE CITY OF WINTER SPRINGS NOISE ORDINANCE.
15) NO ONSITE BURNING IS PERMITTED WITHIN THE CITY OF WINTER SPRINGS.
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-� - STOP SIGN (R1 -1)
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(REFER TO MECH. PLANS' TYP.)
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HEAVY DUTY CONCRETE PAVING
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N 1 I ) SICE OF WHEELSTOP TO FACE OF Pat Resort l4
CURB / SIDEWALK (TYP.)
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O (Ti
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as ' i' TO INTEGRAL SIDEWALK CURB (TYP.)
I : i,.•,l OUTDOOR ARTIFICIAL SURFACED
a AREA WITH FENCED ENCLOSURE
100' (BLOG) - '.�. ®O (REFER TO ARCH. PLANS)
\� �� R3 � 1.75'1 L. - ______�___ - �________<__ ____�________''
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PARKING STRIP TYP. 1 - Q 1 ` �' -° B
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REFER TO ARCH. PLANS
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ENCLOSURE
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SITE DATA
CURRENT ZONING: GID (GREENEWAY INTERCHANGE DISTRICT)
CURRENT FUTURE LAND USE DESIGNATION: GID (GREENEWAY INTERCHANGE DISTRICT)
PROPOSED ZONING: C -2 (GENERAL COMMERCIAL DISTRICT)*
PROPOSED FUTURE LAND USE DESIGNATION: COMMERCIAL"
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15' LANDSCAPE BUFFER x
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REVISIONS DATE
OVERLAY DISTRICT: SR -434 OVERLAY
PARCEL IDENTIFICATION NUMBER: 04-2 571
PROJECT SITE AREA: 152,939 SF 3.51 AC.
N 00 39 W
232.58 (M) 15' LANDSCAPE BUFFERx�
100' MAXIMUM BUILDING
_ SETBACK 43.52
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CITY COMMENTS 03/28/2017
IMPERVIOUS SURFACE AREA: 1.149 AC.
PERVIOUS SURFACE AREA: 2.362 AC.
IMPERVIOUS SURFACE RATIO (I.S.R.) MAXIMUM: 0.75
EX /STING
EL=
BEN ARK
3778(AVD 88)
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IMPERVIOUS SURFACE RATIO (I.S.R.) PROPOSED: 0.33
LANDSCAPE BUFFER- FRONT: 15 FT FT
SIDE: 15 FT FT
REAR: 15 FT FT
BUILDING SETBACK- FRONT: U MIN., 100' MAX. FT
SIDE: O FT
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BUILDING FLOOR AREA: 19,280 S.F.
FLOOR AREA RATIO MAXIMUM: 50 %
FLOOR AREA RATIO PROPOSED: 12fi0 %
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CONCRETE VALLEY GUTTER
PROJECT MANAGER: SBM
DRAN /ING BY: JEC
PARKING RATIO REQUIRED- N/A
PARKING PROVIDED: 38 SPACES
ACCESSIBLE PARKING REQUIRED: 2 SPACES
ACCESSIBLE PARKING PROVIDED: 2S PACES
OFF - STREET LOADING REQUIRED: N/A
'SEE SITE NOTE *1.
P L AN DER
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LIGHTS
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1N3W3AVd 30 3003
4,17 EXIT RAMP
S.R. A5PHA9 PAVEMENT
EDGE OF PAVEMENT & CONCRETE GUTTER cu F
JURISDICTION: WINTER SPRINGS, FL
DATE: 2017 -03 -03
SCALE: 1 " =30'
TITLE:
PRELIMINARY SITE & PAVING
PLAN
o
S.R. N0 41 + °
RIGHT O WAY VARIES
F
PER FLORIDA DEPARTMENT SEC TRANSPORTATION
RIGHT OF WAY MAP, ION 97770 -2302
�� �/�
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V. 30'
30 15 0 30 60
SHEET NUMBER:
C_ 1
I
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
Knowwhat'Sbelow
Call before you dig
SCALE IN FEET
JOB/FILE NUMBER:
936.001
ENGINEER:
GENERAL NOTES:
1) ALL PROPOSED SIDEWALKS SHALL BE BUILT 1.5%CROSS-SLOPE FROM THE
BUILDING.
2) SLOPES WITHIN THE ACCESSIBLE PARKING AREA AND ACCESS PATHWAYS SHALL NOT
R
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"ORESITE
EXCEED 1.5% IN ANY DIRECTION.
SITE NOTES:
ELEVATIONS SHOWN HEREIN ARE BASED ON THE SURVEY BY SOUTHEASTERN
SURVEYING AND MAPPING CORPORATION DATED FEBRUARY 10, 2017 AND REVISED
FEBRUARY 14, 2017 AND REFER TO SEMINOLE COUNTY BENCHMARK DESIGNATION NO.
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FL CA 26115
Foresite Group, Inc.
10150 Highland Manor Dr. 0 1813.549.3250
409640841 WITH AN ELEVATION OF 37.773 (NGVD 88).
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S ite 210 f 1813.621.3580
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2) GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDER GROUND
UTILITIES ON SITE OR IN RIGHT-CF-WAY AND SHALL LOCATE ALL UTILITIES PRIOR TO GRADING
COMMENCEMENT.
F-i F_
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Tampa, FL 33610 W I wwvv.fg-inc.net
THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER
CONVEYANCE CHANNELS AND PIPES AT END OF CONSTRUCTION WHEN DISTURBED AREAS
HAVE BEEN STABILIZED.
4) COORDINATE WITH CITY OF WINTER SPRINGS, FL INSPECTIONS DURING CONSTRUCTION.
MI I I
A MINIMUM NOTIFICATION OF 48 HOURS IS REQUIRED FOR ALL CITY INSPECTIONS.
5 NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE
BE E N COMPLETED.
6)S CONSTRUCT EROSION CONTROL BARRIERS PER CITY OF WINTER SPRINGS, FT
IN RECTOR AND MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. SITE WORK
SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES
HAVE BEEN INSTALLED.
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II EXISTING CONTROL STRUCTURE -
I AND DISCHARGE PIPE
WETLANDS L
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DEVELOPER:
BETA EQUITY
INVESTMENTS , LLC
501 PENNSYLVANIA PARKWAY
SUITE 160
INDIANAPOLIS, INDIANA 46280
71 TREE BARRICADE AT DRIP LINE OF TREE SHALL BE PROTECTED UNTIL CONSTRUCTION
ACTIVITY IN VICINITY REQUIRES REMOVAL.
8) THE CONTRACTOR SHALL RE -ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED
OR DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL
I
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EXISTING - - - - - - - -
ROADSIDED111H a:
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CONTACT: CRAIG FORGEY, P.E.
AREAS DISTURBED WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE SODDED.
9) GENERAL CONTRACTOR SHALL SOD AT THE BACK OF ALL CURBS, PAVEMENT EDGES,
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STORMWATER 0i,
MANAGEMENT POND
SWAILES AND DETENTION AREAS.
101 MAXIMUM CUT OR FILL SLOPES IS 2H:1V
11) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING
ACTIVITIES.
12) ALL PLASTIC STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION
WIRE AND TAPE.
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13) ALL HOPE SHALL BE AASHTO TYPE "S" AND SHALL BE INSTALLED IN ACCORDANCE TO
A TM D2321 OR AASHTO SECTION 30 STANDARD PRACTICES AND AS RECOMMENDED BY THE
MANUFACTURER.
U
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15'WETLAND
N, BUFFER (MIN.)
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14) 3000 PSI CONCRETE SHALL BE USED FOR SIDEWALKS, ROADWAY AND CRAINAGE
STRUCTURES (FOOT STANDARD SPECIFICATIONS SECTION 346).
15) ALL DRAINAGE CULVERT JOINTS SHALL BE WRAPPED PER FDOT INDEX 280.
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16) GENERAL CONTRACTOR SHALL PAVE INVERTS IN DRAINAGE STRUCTURES TO PREVENT
IMPOUNDED WATER.
17) CLEANOUTS SHALL HAVE 2'X 2'X 6" THICK CONCRETE APRON.
18) REFER TO ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTION INFORMATION.
VERIFY F THE ARCHITECT REQUIRES TWO-WAY CLEAMOUTS FOR PIPES NEAR THE BUILDING
WALL.
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0
INSTALL
CROSSWALK SHALL NOT
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19) ON -SITE CURB AND GUTTER SHALL BE TYPE D UNLESS SPECIFIED OTHERWISE (REFER TO
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GENERAL DETAILS SHEET).
20) THE CONTRACTOR SHALL LEGALLY ISPOSE OF ALL ITEMS DESIGNATED FOR REMOVAL IN
Y
STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. SUCH
MAX
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MATERIAL, WHETHER HAZARDOUS OR NON-HAZARDOUS, LAND-CLEARING, CONSTRUCTION
DEMOLITION] DEB
OR DEBRIS SHALL BE PROPERLY HANDLED AND TRANSPORTED TO AN
APPROPRIATE OFF-SITE FACILITY.
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2 REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION
REPORTS AS PROVIDED BY OWNER FOR RECOMMENDATIONS ASSOCIATED WITH: GENERAL
SITE PREPARATION, BUILDING PAD PREPARATION, SUBGRADE PREP, AREAS TO RECEIVE FILL,
A
AREAS TO BE OVEREXCAVATED, PAVEMENT SECTIONS, FILL, SLOPES AND EXCAVATION. THE
Pat Resoft & EPA
19,280 SF
BUILDING
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CONTRACTOR SHALL HAVE THIS REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES.
HE CONTRACTOR SHALL PROVID CEA
T E EARTHWORK OPERATIONS AND CONSTRUCTION PHASE
MONITORING TO ENSURE THAT ALL 0 PACTIONLIS COMPLETED IN ACCORDANCE WITH THE
Co CTOR SHALL PROVIDE TESTING REPORTS TO THE
GEOTECHNICAL REPORT. THE NTRAM
OWNER REGARDING COMPACTION TESTING PER THE TESTING PROTOCOL IN THE
GEOTECHNICAL REPORT.
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22) ,FESSIONAL
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL
ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION
CONTROL DEVICES. CONTACT: DAMON PARRISH, P.E. (813) 549250
23) NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER
PANEL 12117CO18OF DATED SEPTEMBER 28, 2007
24) DETENTION FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED
PRIOR TOANY THEIR CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT
R IS ESTABLISHED.
GROUND COVER
2 ) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE
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EXISTING OVERHEAD POWER LINES. CONTRACTORS SHALL NOTIFYiCOORDINATE WITH DUKE
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ENERGY PRIOR TO CONSTRUCTION.
26) STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND
OTHER APPROPRIATE ORDINANCES AND REGULATIONS IN EFFECT AT TIME OF
CONSTRUCTION PLAN APPROVAL.
27) CONTRACTOR SHALL INSTALL DOWNSTREAM STORM PIPE CONNECTION IN THE
RIGHT -OF -WAY PRIOR TO INSTALLATION OF ON-SITE STORM PIPING AND/OR STORM WATER
.
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MANAGEMENT FACILITY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES SHOWN
ON THE PLANS BY POT HOLING THE LINES. THE CONTRACTOR SHALL HAVE THE LINES
SURVEYED, INCLUDING HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS
SENT TO THE PROJECT ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL AFFECT
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CITY COMMENTS 03/28/2017
THE CURRENT STORM DRAINAGE DESIGN.
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DATE: 2017-03-03
SCALE: 1" 30'
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TITLE:
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S.R. No. 417
RIGHT OF WAY VARIES
PER FLORIDA DEPARTMENT OF TRANSPORTATION
97770-2302
37 -
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PRELIMINARY GRADING
& DRAINAGE PLAN
SHEET NUMBER:
C-2
RIGHT OF WAY MAP, SECTION
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30 15 0 30 60
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
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SCALE IN FEET
JOB/FILE NUMBER:
936.001
ENGINEER:
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10150 Highland Manor Dr. o 813.549.3250
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UTILITY NOTES:
1) DUKE ENERGY WILL PROVIDE UNDERGROUND ELECTRICAL SERVICE FROM THE EXISTING
SERVICE POLE TO THE TRANSFORMER PAD. CONTRACTOR MUST PROVIDE TWO 5" PVC (SCH
80) CONDUITS AND A PULL STRING FROM THE EXISTING ELECTRICAL SERVICE POLE TO THE
PROPOSED TRANSFORMER LOCATION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR
INSTALLING THREE 5" PVC CONDUITS AND SECONDARY WIRING FROM THE TRANSFORMER
PAD TO THE PROPOSED BUILDING. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS I
ASSOCIATED WITH THE POWER SERVICE INSTALLATION AND SHALL COORDINATE WITH THE =
POWER COMPANY FOR FINAL UNDERGROUND CONDUIT LOCATIONS.
2) CONTRACTOR MUST PROVIDE AND INSTALL A 3" PVC CONDUIT WITH PULL STRING, FROM ELECTRICAL SERVICE
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THE EXISTING TELEPHONE SERVICE POLE TO THE TELEPHONE BOARD IN THE BUILDING. THE (CONTRACTOR TO
CONTRACTOR MUST ALSO PROVIDE A#13 GROUND WIRE AT THE TELEPHONE BOARD FOR THE I WITH DUKE
TELEPHONE COMPANY TO INSTALL A PHONE LINE. I s
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3) CITY OF WINTER SPRINGS WILL FURNISH THE DOMESTIC WATER METER AND ALL
EQUIPMENT NEEDED TO TAP THE EXISTING WATER LINE. THE CONTRACTOR MUST PROVIDE
AND INSTALL THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND ENCLOSURE,
AND THE WATER SERVICE LINE FROM THE WATER METER TO THE BUILDING.
4) CITY OF WINTER SPRINGS WILL FURNISH THE IRRIGATION METER AND ALL EQUIPMENT
NEEDED TO TAP THE EXISTING WATER LINE. THE CONTRACTOR MUST PROVIDE AND INSTALL
THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND ENCLOSURE, AND THE
IRRIGATION LINES.
5) COORDINATE AS REQUIRED WITH CITY OF WINTER SPRINGS, FL INSPECTIONS DURING
CONSTRUCTION FOR REQUIRED INSPECTIONS.
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6) THIS SITE INDICATES POTABLE WATER SERVICE AND SANITARY SEWER FOR E MAIN. THIS
WORK TO BE INSTALLED BY A LICENSED PLUMBER IF STATE LAW REQUIRES. ALL WORK MUST
BE INSPECTED CITY OF WINTER SPRINGS, FL CODES AND INSPECTION DEPARTMENT.
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INDIANAPOLIS, INDIANA 46280
7) ALL ON -SITE PVC PIPE SHALL HAVE CLASS B BEDDING.
8) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED I�VITH THE APPROPRIATE
LOCATION WI RE AND TAPE.
9) NO PRESSURE REDUCING VALVES ARE TO BE INSTALLED ON FIRE LINES. ALL FIRE LINES
ARE TO BE INSPECTED BY CITY OF WINTER SPRINGS, FL FIRE SERVICE PRIOR TO COVERING.
10) NOTIFY WATER AND SEWER INSPECTOR PRIOR TO START OF CONSTRUCTION.
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CONTACT: CRAIG FORGEY, P.E.
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11) THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS INCLUDING O w
ALL RIM ELEVATIONS, INVERT ELEVATIONS, PIPE SIZES, AND PIPE MATERIAL FOR ALL PUBLIC -�
MAINS TO THE ENGINEER AS SOON AS INSTALLATION IS COMPLETE. �J
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IMPROVEMENTS WITHIN THE SANITARY SEWER, WATER, DRAINAGE EASEMENT(S DUE TO
MAINTENANCE OF SEWER, WATER, STORM DRAIN OF CITY OF WINTER SPRINGS, FL.
13) CONTRACTOR SHALL INSTALL THE DOWNSTREAM SANITARY SEWER CONNECTION IN THE
RIGHT -OF -WAY PRIOR TO THE INSTALLATION OF THE ON -SITE SERVICE LATERALS.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES SHOWN ON THE PLANS BY POT
HOLING THE LINES. THE CONTRACTOR SHALL HAVE THE LINES SURVEYED, INCLUDING
HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS SENT TO THE PROJECT
ENGINEERTO DETERMINE FANY UTILITY CONFLICTS WILL AFFECT THE CURRENT SANITARY
SEWER DESIGN.
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6" FIRE LINE BACKFLOW SANITARY SEWER SERVICE AND
PREVENTER (WITH SCREENING) DOMESTIC WATER CONNECTION PRIVATE LIFT STATION
(SEE ARCHITECTURAL PLANS FOR
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14) PVC WATER LINES LESS THAN 3" SHALL BE ASTM D 2241, SDR 21 WITH INTEGRALLY
MOLDED BELL ENDS, ASTM D 2672. PVC WATER LINES 3" AND LARGER SHALL BE AWWA C900,
RATED DR 18 (CLASS 150) WITH INTEGRALLY MOLDED BELL ENDS, ASTM D3139. DIP WATER
LINES
15,1 SEWER LINES SHALL E ASTM D'3034, RATED SDR 35 WITH INTEGRALLY
MOLDED BELL ENDS, ASTM D 3034, TABLE 2, WITH FACTORY SUPPLIED ELASTOMERIC
GASKETS AND LUBRICANT. DIP SANITARY SEWER LINES SHALL BE ASTM A746, CLASS 50 WITH
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16) THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA FIRE
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17) CONTRACTOR SHALL PROVIDE FIRE DEPARTMENT ACCESS ROADS AT THE START OF THE
PROJECT. ACCESS ROADS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.
18) FIRE FLOW CALCULATIONS FOR BUILDINGS WILL BE PROVIDED IN ACCORDANCE WITH
NFPA 1, SECTION 18.4.
19) FIRE FLOW TESTING SHALL BE PERFORMED PRIOR TO SITE PLAN APPROVAL.
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20) UNDERGROUND WATER MAINS AND HYDRANTS SHALL BE INSTALLED, COMPLETED, AND
IN SERVICE PRIOR TO CONSTRUCTION WORK.
2 1 ) THE NEW FIRE HYDRANT SHALL BE TESTED AFTER INSTALLATION. THE DEVELOPER SHALL
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DEMONSTRATE SATISFACTORY TEST RESULTS PRIOR TO FINAL INSPECTION OF THE UTILITY
SYSTEM OR THE CERTIFICATE OF OCCUPANCY, WHICHEVER COMES FIRST.
22) A WATER SUPPLY FOR FIRE PROTECTION; EITHER TEMPORARY OR PERMANENT, SHALL
BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES.
LEGEND
EXISTING FENCE LINE
PROPERTY LINE
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REVISIONS DATE
PROPOSED STORM LINE
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CITY COMMENTS 03128/2017
CONTRACTOR TO CONTACT UTILITIES PROTECTION
CENTER PRIOR TO ANY EXCAVATION
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DRAWING BY: JEC
JURISDICTION: WINTER SPRINGS, FL
DATE. 2017 -03 -03
SCALE: 1" = 30'
S R N0. 417 4 { o
RIGHT OF WAY VARIES
PER FLORIDA DEPARTMENT OF TRANSPORTATION
97770-2302
TITLE:
PRELIMINARY UTILITIES PLAN
SHEET NUMBER:
C-3
RIGHT OF WAY MAP, SECTION
V. 30'
30 15 0 30 60
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
Kn WhaYS below
Call before you dig
SCALE IN FEET
JOB /FILE NUMBER:
936.001
ENGINEER:
FORESITE
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FL CA 16115 group
Foresite Group, Inc.
10150 Highland Manor Dr. o 1813.549.3250
Suite 210 f 1813.621.3580
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DEVELOPER:
BETA EQUITY
INVESTMENTS, LLC
501 PENNSYLVANIA PARKWAY
SUITE 160
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CONTACT: CRAIG F O R G E Y. P. E.
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CITY COMMENTS 03/28/2017
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DATE: 2017 -03 -03
SCALE: 1 " =20'
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EX /STING PROPERTYLINE
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TITLE:
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COMMENTS:
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JOBIFILE NUMBER: 936.001
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