Dale Street Extension - Plan & Profile North - 05-18-2000._...,-..«-..••.......-._A. ...............•-.... _..««_.....,.........».-_.-_-...7w.-._......._..._ \j _._........._._....,.;, \ y �4 l t 1�
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PROPOSED CONCRETE AISLE WAY
(NOT PART OF THIS PROJECT)
10 20
,!
�ROPOSEE� SH � / � . �
f �±' t ! i I r� r
Y+ +� /,f
f ELL'OARKIN LOT �'
/ 1 / f t /
J F J
PART OF THIS PROJECT) / r / ; `
f ,� 1 j
t � � �' O �
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/g' ,! r� /
; ,�' -,�� �,� ,f ,� '• f d�
.�' t<H:
�O O RELOCATE EXIST. FIRE
SIDE O TC
HYDRANT TO EAST �� �o' IE
OF DALE STREET r IE
18 PALI�ir .' -�
_�*V
10 _-
=}•
«
RETENTION AREA 4"'z• ,
O _T_ 4 SHOULDER
,.., CURB `
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�-'-� -- .._ -- o -��. EXIS
-- x a O
_ _--� PALM - _�,-- ,.�,
r - .. ..__., ____
�-���400[_F-g Pvcc�o.4o� �---��....�.� ,� , �•- ::�.
_.t - , , .:.._._.__ - - - - — -- -
"....._, fin-
EXISTING OVERHEAD UTILITIES t;t ► < ``"
_. � .�� . 1
- �_�-_ _ �, `l 4 s
J' E:XIS•TING,--' `
o, :: ,, _..
� i
,.
+ (T Y P ; -TO BE L _� : ,Y RETENTION
+ ,. AREA # 3
.. RELOCATED I, LI[,iC
E.
-. f I .i„l: ifvEtl ,'1 PVC ,✓ ,.✓4 MAIN G__... .. '-I.!
ey .r'-- _..... __._
END ENVIRONMENTAL CURB ;;i�V --
AT R-O-W LINET�;1�
EYlSEIi'J(� �Ii Fiat, i �TRS WATER SAMPLING
-----------------� _ EDGE OF PAVEMENT �i, ,� ,� � z POIr1T #2 I�
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IST. �' ,`` ''� ---
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SANITARY
TO EXIST,
CONNECT TO
SEWER LINE
TO DRAIN' j I
I ! EE I
OR RE�AOVE LINE
1 I I I I I " I �'�"
#) ( (
1 B
S—EXIST.
'
._.,_,_...__, _...._n.�....-..:-_ ,..__._....._..._._.. .-......_w..� SEWER Li E
I_ _ _ r.___..__.. _.- .._.-. EXIST] SAN11;�,R _ ._ __. R _
GA __ _.. �� .� �_�_' `'_.'w BUILDING
_.
- _
1 1.; �V --AV LEGEND
� `�\ ` ;�tt \ ,•€, � �
""� __- �� -}`" Oa
.•^0 4 _.'-`�?,A- I;.�'•IS 1 iN�.� ��.�N TOUR �:�....� f`Rl�'; ().`>��� Y4ii ��i1 �.i� _, L/ :.7{,_�
� wl'�TEF; SERVICE Cc1rJI�I�c1iOf`J ��• � � - r _ _
_ ---� y �g/ P' fir.,.
� r., '_'1.,.......-_. { ; . �^jr STORM
6" SANITARY SEWER CONN CTION TO PORTt'�. PRODUCTS BUILDING `, \ `, - ►`�J Tf I ;,�;L _ --_-• D C -_ PROPOSED pa t�..L
210 BY OTFi ER S O \ r�" _ --'`" '
'
TO PtJRTA PRODUCTS BUIL ING � ,� w la \ � \ '' ' � � K ---8" WATER SERVICE CONNECTION T.O _ DR. N ,�.• �, l��? PROPOSED SPOT' GRADE
210 (BY OTHERS \ 4 _.� t `�s-' --�.-...4 - PORT, PRODUCTS BUILDING #?_20 v +; T ,
;Yr�Ti�uN
z- f"' EAiJ i, 7 ELEVATION
�� \ 40 q ''•--' \ —, .. - , ''� (BY 0T l S) — ? �' t s z' �E,�',E
� ��OwSLT �Y: ,4,_ ,� y r, SANITARY
_ �- ' .-
_-"�..., ER.--'-c�' r c - ,�, � , �„N AP�i: ! t p� t r-� p�
� `
` .1 _ _ ..__ 4 1 ,o- r ` SEWER PROPOSED .�•ANI t A„ Y S . iYE R SEERICE
-K/1
.-. ..".. "' , _',' a0_... �', J.'!.� Ei. R .I. 1T . 3 S(NOT
�``' iEND ASPHA T :,, °`_ - . -r ;
� MAAN
s,-.
ff `�, �j � .�. `?• \ � \ \ ,� �� \ ,{ �, Y...-'-`'' � gyp_ '1 �A � ,riPcE HYDRANT
A - RA E 40 � g t �, \ , 1-�• �.- '� _ _ .�., 4RA.1~ :
PAVEMENT ADD #4 REB R G D 4
„ rr \,. '� Y~r PROPOSED SiPEE . 4
,:�L /� (THIS PROJ CT) .� STOP SIGN 03 O.C. MINIMUM LAP 20 �` _ PROPOSED -,,5_.. ,-...... ..�.--IKc,S�CN cNT�:cfzaL FENCE
Y BY OTHERS TO ENVIRONMENTAL CURB
STUB UB & PI ,`� ( ) _ EC CONCRETE A
Z AT DRIVING AISLES ONLY �' ,�°M' --_ N ISLE WAY
2 GATE VALVE \ h ~� (NOT PART _____ ���
10.3 STUB & PLUG `° ,' /' _ •_ _f� _,� _ OF THIS PROJECT„ C i , ,, t 11 t�#�<IC `�• - m--•-'s
- 2.40 S f O � �) ,6 SANITARI EWER COI�NEC�i<)i,,a � e \ \ ,_-� \ \ �
yy - �'- "
` - . -' �` ' . PRppp 1 - -- /' TO PORTA PRODUCTS BUILDING
2.30 N �� ! f ONE WAY & D ELL '
` , PAP NG T # 220 (BY OTHERS) - :� ` t P• '"
STOP SIGN , �o (NOT PA T: KI Ld---
. (BY OTHERS) ° A '� OF � '-
- '. • v i1 y sr 4� ,C i , / JfF .( J/'-^„"'^'...«,.-i-'_.'.•_...,._ �J '
� C•.w � f/ TH pROJ�ET'\/ r f/'f .�'' •/ i (.•� .....,____•w..-_...,_,.:. � 0
TC= 8.00 O'? �-.�
W 12 SQUARE 1 �O '
X \ 'Q O� 04 FL_15^ �o IE= 5.50 �'.ff ;; } ,
o RCP 12 SQUARE` 4 , ��- ,f---•,_.., '�
\ �,. '� �.,` SEWER _ '. "S4• `o, Bo •,,.,.� ���.,� ��� f r,,.; ��p0 �,� �' --.,_.._.. .. __._ 1„ DOUBLE STRAP 1'AF'PIfJG
NI RY LATE AL
J 6 SANITARY R r � ,��' EXIST 2"_; P WATE � :` ,
EXISTING 1 VC RMAIN
\ j. ' ` _ SADDLE (WET TAP ALLOWED)
68 LF-15 RCP (STUB TO 5' OUTSIDE R/W LINE) �` �` �,
•` F f, ,
,'. -2� WATER SERVICE
�� UB 1-0 5' OUTSIDE �O DE
4-�I__ RET RG' �' ADD 4 REBAR-GRAD 40
ING 12 PVC ATERMAIN .-� R/w - ENVIRON N gREq # 0 6 SANITARY SEWER LATERAL �•.s 4
_ f- r , G `�' ®3 O.C. MINIMU AO 2 \
1 O �- -�___ - STU f ( 1` EXISTING `F �ry �-
8+00 ------_ _ __ _ C { 8 0 .� OUTSIDE SIDE R/W Li Ji'-
TO ENVIRONIv`[Ef�JTAL CURBe
__--- -- ,�O r� ---_ _ T—vu _- r F RE HYDf?Afd 1 00 --- °
- - - - - - - - - l ---- _ ' _ ,R 10. AT D131V[N� _ AISLES ONLY
_ 16 J`i 9 � JD
..;-__ _ o 00 �, EXIST. 2
C-J� V o j BLOW OFF y
_------------
._ . ,, _ _ -7iiRS �E
END SHOULDER WATER
t ` ' DER EXISTING 'i : ®R-O-W LINE f �A, r LIN(, PO(N1#31
•
TYPICAL
---- " DOUBLE STRA �.� € o+o ._ VALVE '� 17
+' ` � .` -yp �- 2 0 '. St FEVE & ' ��o, .• � 'o END SHOULDER '��' ;•
TYP <..,{ r�0 TAPPING SADDLE ". .., �O
°b (WET TAP ALLOWABLE) t,. a �• / ,� R-O-W LINE
�'
�,� 21-i- - - -- ------ ��O
'� x _ :.
V.
� � �� �° - - .i • --- '�\\ t� � /n
2+00
75 „ c,
0 ,..^f
r. ,_ RCP - _ .{.�. �.�,.
- P
d° �o O Ai...l�
y -. OQ' - _ . _ • : • ., _- ,J�� ��,. 71
°' -cj R? ENV <��
O
TC 8 00 g• � - � CUR
- �k '` w�, - � '•�. �. PLUG � IE {-) 6.i0
- ----._._ �_TYP IC
= B O ,�
�__ _ W 12 SQUARE END ENVIRONMENTAL CURB ��, ----- --_ 30L, }.
I BOX OUT BOTTOq -� RETE ;• , } @
I i _ _-- - i \ AND SHOULDER AT R 0 W '`-EXIST, VEGE.. 1110ii � .-�t NTION q 1_��` � �-�___��_w_� A�, j,. � �f t 0'�'°
Imo• ---_,_------____-- LINE �A, /t J[�j - -- r` " _ REA # 2 �O _ 1 P �,_,�
h i - L,f'�.$ S 1 iI_,1 �•`_ I�----
X,
J - _.._ _ . x..r .� • r E . _ -' _ -_---- -
¢ p `�� pt �0' I E= 5.50,E ,ch
--
1 SQUARE NEW f � o
--.____ W 12 ARE 0 •. `�_ � - ' --__ .�-0---
/ BOX OUT BOTTOM RIGHT OF WAY _ _ - ```----------------- aU 1A.H.#3 (EPDXY LINEL)
_ SAW CUT A N [3-� ( LINE Pp' o c,)SE .$ - `" Tc -- 11.80
PROPOSED 6 SANI IARY SEWER SERVICE L _
CONNECT TO EXISTING; SANITARY S4_WER LINE �_
FLOWING lORTHERLY TO EXISTING DRAINFIELD. MATCH EXIST. c�. �hh .. _-..T i IE = - 6.84 N
CAP OR REMOVE EXISTING LINE FLOWING NORTHERt..Y. PAVEMENT o � �, --- _.—w :_ _, � . � IE =--�6.9�+ E
'1 ' c �}
IE AT EXISTING BUR -DING +\-- 19" BELOW FINISHED
FLOOR, CONTRACTORS TO VERIFY ALL EXISTING '�� �'C~` " _ `'J --- PROPOSED 1" WATER SERVICE
INVERTS PRIOR TO CONSTRUCTION OF NEW SERVICES
' �' PROPOSED LIFT STATION
ALTERNATE #1) �_.__--_� _ _• __.«__._„__-� PARCEL TO BE DEEDED TO
_� - i J. T.i
NOTE: LIF _F STATION THE CITY OF EDGEWATER
9 �
1 • AIR RELEASE VALVES ARE REQUIRED AT TC = 10 80 — `� (,SEE LIFT STATION DETAIL
DALE S T?80 HIGH POINTS IN FORCE MAIN, ! +� „ T = - 7 15 �` J - S[iEET FOR LIFT STATION
2. SEE ROADWAY IMPROVEMETS -PARK A�E�,IIF _( �D SITE PLAN'
S NITARY S ::WER OFF -SITE ROADWAY CONSTRUCTION. tf a �� cD )
LINE TO EXIST. D ! INFIELD
W
O
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1
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---
w _
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SAW CUT
MATCH E
PAVEMEN
r(
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zf--
i 2
-
PROPOSED
SEWER LATERAL
BUILDING -
EXIST. SANITARY
FLOWING NORTHERLY
FIELD, CAP
FLOWING NORTHERLY,
( ALTERNATE
T_.__
1 2
---�
_
-
12
._
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WATER MAIN
-
N-T
9do Fvc 9 Ix
-
-2
6
— —
6
_
r.
—
_-
--
16+00
17+00
18+00 19+00
20+00
21 +00 r t0.1
�f �-♦�
22+ 00 22+ 27.71
1. 5/5/00 PLAN AND PERMIT SUBMITTAL REVISIONS
REV # DATE REVISION
SHL
BY
HARPSTER ENGINEERING & SURVEYING, INC.
CONSULTANTS, CIVIL ENGINEERS, SURVEYORS, PLANNERS
436 NORTH GRANDVIEW AVENUE, • �•1
DAYTONA BEACH FL. 3211E V
PHONE 904/253-3241 ---
FAXi 904/253-2502 LICENSE BUSINESS #6351 COPYRIGHT 2000
No
° ,"-, . _
DALE S T � l��+"''.L. .• NSION
DESIGN BYi
JOB NOi
HES#00-017
CHECKED}
FMH
SHEET
6
OF 14 SHEETS
PLAN AND PROFILE- NORTH
DATEt
2-15-00
SCALE}
H-1' = 20' V-1'=2'
,I Loin
Cooimunity Development