Dale Street Extension - 07-27-2000--1 --,-
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SE TION 31 TOWNSHIP 17 SOUTH RANGE 34 EAST N�3°55
OF T AT UM o
PLAT a'�,
UNRECO DED ESTATES y
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3q�Nr� � \ DTH RANG
PARCEL i ION NSHIP �7 0 25 50
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N SCALE i" =50'
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\ 210 QUAY ASSISI c \
NEW SMYRNA BEACH, FL 32169 Q\ „
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S1 oa, o c\ RAD I US = 152. 00' ° 31, 31A 13
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DELTA = 07° 13' 04' S�2 _
ARC = 19.15'
CHORD BEARING = Si6° 13 34 E c3i
aW3B955,
�20 31
O y y ' P ✓ �� F-PSi
"� qg5� , 2q. w 89 PROPOSED PROPERTY LINE
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RADIUS = 72. 00
4
DELTA
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RC
5.�V0 60' CHORD BEARING = N16013' 34" W
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CO. # 3612
(PER CORM)
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SET IRON ROD \
° 25 9 22 CO. # 3612 OF 4WN'
6, N22 y S ( PER VAN KLEECK PLS 2546)
6/ 80
\ IRON ROD CO.# 3612
(PER MYERS) \ - -
2/95 7452 Oi 00-0424 �\��,C ,�\\\S a�SO \NSS � E•
SCOTT PORTA
\ CPO210�'Zd \ 210 QUAY A SS I S I
NEW SMYRNA BEACH, FL 32169 E DER\P\ �� g`l OF Wp,`l P SPUN �31 OF
S NO P o-
�, (MASSEY TO WICKS CORP.) \ 3
O.R.BOOK 1706 PAGE O180 PRVCF.
DATED i - i 7 - i 9 7 4
\ 2
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S\N �E SON P ONE '
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Q� I HEREBY CEITIFY THAT THIS SURVEY OF THE SUBJECT PROPERTY IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AS
SURVEYED IN THE FIELD UNDER MY SUPERVISION ON THE DATES SHOWN HEREON.
' \ FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS
' \ SET FORTH Ill FLORIDA ADMINISTRATIVE CODE CHAPTER 61Gi7, ADOPTED BY THE
FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO FLORIDA
STATUTES SEAT I ON 472. 027, SUBJECT TO THE QUALIFICATIONS NOTED HEREON.
y
______________________________________________________________________
FRED M. HAP, °STER - P. E. /P. L. S. #4724/# 1127
\ M. L I SA LABPEE - P. L. S. #5445
NOT VALID UNLESS ORIGINAL SIGNATURE AND EMBOSSED SEAL ARE AFFIXED
REVISIONS BY
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JOB N0:
00-017
SHEET
1
OF � SHEETS
Deceived
JUL 2 7 2000
City of Edgewater
Planning & Development
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4" FORCE MAIN
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HEADWALL-1 o a EXACT LOCATION PRIOR TO CONTRACTOR TO FIELD
R BE a COMMENCEMENT OF CONSTRUCTION VERIFY EXACT LOCATION
EXIST. 8" REMOVED PRIOR TO COMMENCEMENT
WATER MAIN OF CONSTRUCTION
EXIST. 4 - - - - -
FORCE MAIN—�w
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4"FORCE MAIN
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EXIST NG GRADE
INV. 3.3 ZEXIST.
6" CAS MAIN -
CONTRACTOR TO COORDINATE INV. 2.60
FORCE MAR INSTALLATION
WITH GAS COMPANY RELOCATION
OF GAS MAN
10+00
11+00
N D
EXISTING; C0141-OUR
PROPOSED I:II fERED E11,11.) SE;-11O!,]
PROPOSPED CON TOUP,
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DRAINAGE I' F.�j'�`f
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PROF'OS[T) SAKI -TART. SEVVEI:t L.IIJE
FIFE HYDRANT
AND MATA1-1OL.E
1. 5/5/00
REV # DATE
1.28%
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134'.
CONNE T NEW 8" PVC WATER MAIN
TO EXI T. 8" PVC WATER MAIN
EXIST. 42"CM
3.71�
12+00
PLAN AND PERMIT SUBMITTAL REVISIONS
REVISION —
INV. 6.94
INV. 7.17
a N
EXIST.2- 36" CMP
INV. 7.74 (EAST)
INV. 7.80 (WEST)
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NEW 8" PVC WATER MAIN
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0
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EXISTING 12" WATER
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CONTRACTOR TO
TION
EXISTING
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NEW 6" PVC FORCE MAI
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CONNECT NEW 8" PVCWATER
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TER MAIN
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0
C�
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�+ F' OPOSE:D 6" SANITARY
SEWER LATERAL TO EXIST.
BUILDING - CONNECT TO
EXIST, SANITARY SEWER LINE
FLOWING NORTHERLY TO DRAIN'
FIELD. CAS' OR REMOVE LINE
'OLE== FLOWING NORTHERLY.
(ALTERNATE 1)
78' VERTICAL CURVE
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HARPSTER ENGINEERING & SURVEYING, INC.
CONSULTANTS., CIVIL ENGINEERS, SURVEYORS., PLANNERS
436 NORTH GRANDVIEW AVENUE, �I
DAYT❑NA BEACH, FL. 32118
sHL PHONE 904/253-3241
BY
FAXi 904/253-2502
COPYRIGHT 2000 LICENSE BUSINESS 46351
�00
0
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= d u
INV. 4.00
15+ 00
8" PVC '
WATER MAIN�A
400 LF - 8" PVC ® 0.40%
DALE STREET EXTENSION
Posr-o���wttn�wwr paMur�.6� f�s�nl �hA�
lei
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1-2
16+00
DESIGN BYj
SHL
CHECKED
FMH
2-15-00
SCALEi
H-1' = 20' V-I'=2'
JOB N❑i
HES#00-017
SHEET
OF f SHEETS
-- — �:,'3,,.tti ,•Ii j..,. ItL'jj't.2e:k",i.1 1kj,;1•4I 41;w'L` 3'}j y! IL I
klCN�?C
REVISIONS I BY
1. PLAN AND PERMITN SHL
SUBMITTAL REVISIOI.
r �
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;1 r r A
X
nAV114
9.81}(Tt3 RE REPLACED)
FEC RAILROAD
150' RIGHT—OF—WAY
4p
- •
3
GRAPHIC SCALE
EXIST NG 12. PVC 6 0
WATERMAIN 0 30
1 inch = 30 ft.
.�,�. FT�i•iP
PROPOSED 200, 210 AND 220 DALE STREET
PROPOSED PORTA PRODUCTS CORPORATION
(UNDER CONSTRUCTION)
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TBM #1 r. 7 (r'. .S �'._ ` •.,r , to \\ �(� •�, FWURW TRACKS NAIL IN EAST SIDE OF J' EXIST FIRE POND
t•, `'' E I
t l 1 £� POWER POLE ELV. 12.21 ' � , '� � , I
dK '' NGVD 1929 '� r. ) is (
0�S- �_'1f-�I_ !
a- ; I 1 CONCRETE SWALE
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ri f FISIT_ I II +
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` �•. •- •••�`--•--' •- rfa EXISTING PORTA
DW�D AVi'..i{` EXIST BUILDING EXIST BUILDING PRnnucTS CORP.
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LEGEND_
8" PALt,I
EXISTING TREE W/DIAMETER IN INCHES
------g-h----
EXIST. CONTOUR
g�
EXIST. ELEVATION
CMP
CORRUGATED METAL PIPE
RCP
REINFORCED CONCRETE PIPE
MB
MAIL BOX
CB
CATCH BASIN
UG
UNDERGROUND
WV
WATER VALVE
TEL
TELEPHONE
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OVERHEAD ELECTRIC
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TEMPORARY BENCH MARK
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SURVEYOR'S NOTES_
1. TOPOGRAPHIC INFORMATION ON PARK AVENUE FROM SURVEY
BY 3 DI FLORIDAIOR INFORMATIONALT PURPOSES OSES RONLY2000
AND IS SHOWN F ,
2. TOPOGRAPHIC SURVEY FOR DALE STREET BY HARPSTER ENGINEERING
AND SURVEYING, INC.
FIELD DATE : 1-26-99 AND 03-20-00
3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY
AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN.
4. NO UNDERGROUND AND/OR AERIAL UTILITIES LOCATED EXCEPT AS SHOWN.
5. PROPERTY IS IN FLOOD ZONE "X" PER COMMUNITY PANEL # 1203080001 C
(JUNE 4, 1990).
6. ELEVATIONS SHOWN REFER TO NATIONAL
1929 CORNER OF PARK AVENUE
NAIL IN EAST SIDE OF POWER POLE AT SOUTHEAST
DALE STREET.
7. TREES OVER 12" IN DIAMETER FiELD LOCATED.
8. TREES UNDER 12" IN DIAMETER A ER WERE COUNTED IN THE FIELD PER LYNN PLASKETT,
PLANNER, CITY OF EDGEW
9. TREE COUNT 01-26-99
HARDWOODS PINES PALMS
6' 4 6 0
7" 4 10 0
8" 0 10 0
9" 1 5 0
10" 1 6 0
11" 0 3 2
R.I.bEvemmomr 17A�ww� ViAs. mpp
I HEREBY CERTIFY THAT THIS SURVEY OF THE
NFORMA ION ANDPROPERTY
BELIEF, ASRUE
AND
CORRECT TO THE BEST OF MY KNOWLEDGE,
SURVEYED IN THE FIELD UNDER MY SUPERSRE SUPERVISION
MINIMUM DECHNICALOWN HEREON. STANDARDS I
FURTHER CERTIFY THAT THIS SURVEY MEET
SET FORTH IN FLORIDA ADMINISTRATIVE NCODURVEYORS,CHAPTER
PURSUANT ADOPTED
TO FLORIDA
THEFLORIDA BOARD OF PROFESSIONAL LAD
STATUTES SECTION 472.027, SUBJECT TO THE QUALIFICATIONS NOTED HEREON.
FRED M. HARPSTER - P.E./P.L.S. #4724/#1127
M. LISA LABREE -P.L.S. #5445
NOT VALID UNLESS ORIGINAL SIGNATURE AND EMBOSSED SEAL ARE AFFIXED
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FMH
DATE
2-15-00
SCALE
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JOBNO,
HES# 00-017
SHEET
4
OF I SHEETS
r DRAINAGE COW'ROL SIRUCV DIRE
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1HE
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HAR
PSTER ENGINEERING & SURVEYING, INC*
CONSULTANTS) CIVIL ENGINEERS) SURVEYORS) PLANNERS
■I
436 NORTH GRANDVIEW AVENUE) • ��1
DAYTONA BEACH, FL, 32118 mmm�
PHONE 904/253-3241 "1
FAX 904/253-250E LICENSE BUSINESS #6351
COPYRIGHT 2000 —
5/5/00 PLAN AND PERMIT SUBMITTAL REVISIONS
REV # DATE REVISION
DALE STREET REALIGNMENT
PARK AVENUE ROADWAY IMPROVEMENTS
Pos�•OBVE►..oPan�CwT' caastiN Y\r41"o
SHL
BY
DESIGN BY,
SHL
CHECKED,
FMH
DATE,
2-15-00
SCALE,
10 20/
JOB NO,
HEs#oo-o17
SHEET
OF SHEETS