HomeMy WebLinkAbout2006 - Multi- Family Site Plan48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
I vV�✓ SEBASTIAN
rHIGHLANDS C8 WATER SYSTEM DETAILS
MR. RICHARD JONES
190 CONGRESS PARK DRIVE
SUITE 180 C9WATER SYSTEM SPECIFICATIONS
i DELFAY BEACH, FLORIDA 33445
(561) 274-4210 C10 SEWER SYSTEM DETAILS
C11 SEWER SYSTEM SPECIFICATIONS
LOCATION MAP n I A \ �1"�r1/1 A �, A ..
I
Q=47°09'33" '�' 'A'
R=40.00' S1G1D S 11MN EIGRIANM UN 11 14 HAT BWK 8. ' AGE 43 NORTH LINE OF �
7> L=32.92'
(OCCUPIED) I HARBOR POINT. LEGAL DESCRIPTION
. f ff SUBDIVISION
=Z7 OS O6 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF .SECTION 13,
R=90.00 _ _ PHASE i RANGE 38 EAST CITY OF SEBASTIAN INDIAN RIVER
- - - - - _ _\ _ _ _ _ _ _ NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 _ �Y _ _ _ N89 39 54 E tis 350.0_0 •rft� - j TOWNSHIP 31 SOUTH, ,
! - - - COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
L=42.62' APPROXIMATE +21.e N00'05'36"E;
WOOD POWER POLE e 7 77
LOCAnoN -24°5.0,53„ d_125 09 14 oxIwIAIE Tap Of 9ANK +21.9 +220 4.04' COMMENCING AT THE EAST END OF THE NORTHERLY RIGHT OF WAY _
R-55.00 OF SOUTH FLEMING STREET, AS SHOWN ON THE PLAT OF CHESSER S
Ate- GAP SUBDIVISION PHASE 1 RECORDED IN PLAT BOOK 13 PAGE 76, OF
l =120.14 L�=17°O9 21 _°t0�� O�T�P°FBA+K +214 I I THE PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA;
A=32020'33"�- /--=1753 �'-34°06'39" Q=34 06 39 APPR _ I I THENCE N82'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY 128.59
R=65.0' faFwA,Ex ---�� L=53.40' R=20.00' R=20.00'w"1Fx` '
FEET TO THE POINT OF BEGINNING;
L=36.69' (3/24/06) LI3 9p ,T- `��° f L=1 .9
�. THENCE CONTINUE N82'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY,
EM J .� J �, _ L=11.91 \ 34.29 FEET, TO A POINT OF CURVATURE;
I SET 10 THENCE WESTERLY ALONG SAID NORTHERLY RIGHT OF WAY, ALONG a N M ,�
sso 12" / `�6,3 �`�, ,� \ \ / t5 I THE ARC OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF
IRC SET +222 s \ / I � 600.00 FEET AND A DELTA ANGLE OF 11'00'00", 115.19 FEET;
� 19 1.5 LB 6905 'WITNESS' - % : ro�1 ,f �/ I I THENCE N71'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY, 530.00
C=M G� 21.8 7 30.00' OFF CORNER 12 h 4 IRc sET S A 40'01 E ` ? FEET, TO A POINT OF CURVATURE; (o -
221 IRC SET NOT SET LB 6905. 56.02 +22.1 ' I < THENCE NORTHWESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY, ALONG m m m o
P.B. �� LB 8905 (DESTROYED TRAILER) 1 IRC SET �,F'1S `_ 39:42¢ 4 7 • \
9 M. +23.0 z LB 6905 0 °�\ IRC SET p-24$, j,� �j ���j 'I II +� II ,, < THE ARC OF A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS 03
o IRC SET G N,, i 8•\ LB 6905 � `^'/ 4 lVl�i1C1L�("i1R"I' Li1LL ` Q Q
LB 6905 3 �1 'o `�2+�\ 4241 \ o OF 700.00 FEET AND A DELTA ANGLE OF 20'00'00", 244.35 FEET; cV \ \ w C,
V THENCE N51'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY, 11.29 FEET: I M (n M Z (I
w 24" a Z +21.5 IRC SET IRC SET �. IRC SET I N Q
2 „ ,+22.0 3 c'r, LB 6905 LB 6905 US 6905 7 lac 11 111�i�L+1LrI1./1V/D
12" o , „ 3 \ I I THENCE LEAVING SAID NORTHERLY RIGHT OF WAY, N37'10'14"E, 164.84 o CO m
t . 1.. i.
• k A=68 13 18 \ I FEET, TO A POINT OF CURVATURE;
cL POWER POLE N �� THENCE NORTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE
+1 . \1 // .� in � 0 7 +22.0
1.5 / 2 (TO BE REMOVED) `� '�j2" 1 k N N '° R=80.00 12" 421.9
3s o "' ` 12" WEST, HAVING A RADIUS OF 68.99 FEET AND A DELTA ANGLE OF
+20.1 % \\ +� �Z / +22.2 1 N N S PTIC TANK L= 95.26' 12" IRC SET +2t. 21' 38'55'. 26.07 FEET; p
\ 30 21.7 r/ +22.0 �u t2' 12" ('0 B E D) +21'9 LB ssos s THENCE N51'42'25"W, 434.42 FEET, TO A POINT ON THE SOUTHEAST
+ 9 +P20 +21.9 +22.5 �OS +2t.jt LINOF LOT 1, CHESSER'S GAP SUBDIVISION PHASE 1. AS SHOWN ON U
+18.8 THEPLAT THEREOF, RECORDED IN PLAT BOOK 13, PAGE 76, OF THE D
14" 121.9 O PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA;
\ 4 GARAGE ;� / 12'x57 TRAILER \ �' THENCE ALONG SAID SOUTHEAST LOT LINE,' N38'17'35"E, 237.01 FEET,
1
'>2J.43 �n'h qr� 12, 10. F.F.=22.55 - +21.9 +223 �Ib �4r7 TO A POINT OF CURVATURE;
/ 12" ,1 F.F. 24.10 THENCE LEAVING SAID SOUTHEAST 'LOT LINE NORTHEASTERLY ALONG W O
6" o= ts' (TO RE REMOVE e7° �a eP' TO BE REMOVED J Z Lu 0 m
�. k1/ ( ) +21. \�2 THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS Z
14" 1� . \2 OF 65.00 FEET AND A DELTA ANGLE OF 32'20'33". 36.69 FEET, TOA - CD
POWER POLE oHu ef21.+2t.7 12" , - 12"? is \ I : POINT OF REVERSE CURVATURE; � Oct 0
_-121.84Z,,1,(TO BE REMOVED) to" lr �' I ® 2 ,�� +220 +21.5 t 5 \ THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO W
22.2 14 �\ to' 14' ! I THE NORTHWEST, HAVING A RADIUS OF 90.00 FEET, AND A DELTA V N
+21.8 °Hu 10" \� I� 1�/" 4 A222 +21.4 r \ \ ANGLE OF 27'08'06 42.62 FEET, TO A POINT OF REVERSE CURVATURE; W n
+ +22.3 14' t +21.5 ' THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO i K
.2 POWER FD. +21.7 POWER POLE
16 10" \ rel POWER POLE IRC FD. G 1 +21.4 THE SOUTHEAST, HAVING A RADIUS OF 40.00 FEET AND A DELTA ANGLE Z co w Q
(TO BE REMOVED) LB ssos �•
OF 47'09'33", 32.92 FEET; c r n ZO LL
0.27' SOUTH (TO BE REMO \ 12' +21.9 `s J THENCE S89'20'24"E, 36.88 FEET; ® v x
10" \+22.3 / 2"" +22.9 14 lei ` I^ THENCE 553'08'06"E, 54.63 FEET,. TO A POINT ON THE ARC OF A CURVE, Q 0,
" Z
2.3 124" +20.4 12" `��2 +21s� ,� op� cv � SAID .POINT LYING N12'S1'34" FROM THE RADIUS POINT OF SAID CURVE;
53 \ \ o 4111F= I i 20 �I 9 I THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE ® W p�
yo %l =j 2" 115" 12 SOUTH,
SOUTH, HAVING A RADIUS OF 75.00 FEET AND A DELTA ANGLE OF
I// °" _ r20" +21.5 12 �.��:� �.� �J p 24'50'53", 32.53 FEET; o
/ ` 2 0 POWER POLE \ t2 s, 20", \� +212 2" �\t 2" \� _ I THENCE S78'00'41 "E, 23.49 FEET, TO A POINT ON THE ARC OF A CURVE, (' I N
/ \\ (TO BE REMOVE s" +21.9 12' J 224 I SAID POINT LYING N50'58'32"W, FROM THE RADIUS POINT OF SAID CURVE: ® Q c�
+21.9 +21.7 12 '20, 4,\ 20" 1 W� J THENCE NORTHERLY, EASTERLY. AND SOUTHERLY ALONG THE ARC OF A L Z N co
/ 23.9 +2 .4 �� +21.9j `�12" e I CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 55.00 FEET AND t- N Q
�i5` \ ! A DELTA ANGLE OF 125'09'14", 120.14 FEET, TO A POINT ON THE ARC f r
+223 / 12 \I% O I OF A CURVE SAID POINT LYING N15'49'21"W FROM THE RADIUS POINT OF --� M cc
Q
ASPHALT J� \ c,.r�. °Yu +�R�3 20" +23.2 . SAID CURVE; '
PAVEMENT \ \ � +221 \spy
0/1
' 'I\\ 20" '1"2'" I THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE J LL
3` r ,� +20.6 I r SOUTH, HAVING A RADIUS OF 178.34 FEET AND A DELTA ANGLE OF (� (� J U =
21.9 +2ts �' \ to +22.3 II . °' f 170921 , 53.40 FEET; ® f�
7 +234 I N THENCE, S88 40 01 E, 56.02 FEET, TO A POINT OF CURVATURE; Z ' ( W
jj 7�� 'f ,�, 11 ll 1 THENCE SOUTHEASTERLY, ALONG THE ARC OF, A CURVE CONCAVE TO Z m
ILJl�i11"L&n'i&J 23'Fl IRC FD. �G� + 6 ! I R� 0
O.to' EAST \ : V I THE SOUTHWEST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE
0.23 SOUTH 2 7 O
(OCCUPIED)
�� +� l OF 34'06'39"; 11.91 FEET, TO A POINT OF REVERSE CURVATURE; w 0 W 0
+20.2 6" +2t.e +22.3 V THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE uj III
IRC FD. ' 421.5
W
/ / A 01 (� I NORTH, HAVING A -RADIUS OF 80.00 FEET AND A DELTA ANGLE OF J Z >
o.2 +22.0 LB 6905 / ; I ' 68-13-18", 95.26 FEET. TO A POINT OF REVERSE CURVATURE; 5 w
\ �0 _ , THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO � Z Z
/ o� r t2' THE, SOUTHEAST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE O W
+21.8 p) I OF 34'06'39", 11.91 FEET; Q
/ •�22.s +22.1 : / \\ (�
1 _ l TO A POINT OF CURVATURE; m
1+22.1 \ +21.5 �I� 12 / p / I THENCE 588'40'01 "E, 39.42 FEET, Z
/ / \ 2 5 +20.7 '`l1\; ��� c�j THENCE, SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO p
/ 0 /\ 3� THE .SOUTHWEST HAVING A RADIUS OF 248.67 FEET, AND A DELTA J r
22.9 Ali ��� l � I - ANGLE OF 37'38'40". 163.38 FEET;
Q �
tisJ° - +223 LB 6905 / +21'0 % - THENCE S50'55'05"E. 182.22 FEET, TO A POINT OF CURVATURE; '
A , A=21'38 55 220 I
POWER POLE �VlG 20 / THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE Z N
8° R=68.99 I $G (TO BE REMOVED) ��� I WEST, HAVING A RADIUS OF 181.00 FEET AND A DELTA ANGLE OF N
L-26.07 i" +224 68-55'55", 217.76 FEET;
+22.0 +22/1p l I THENCE S18'00'50"W, 172.09 FEET, TO A POINT OF CURVATURE;
I(�jjACA�T''fl+%
122.7 +22.7THEN/O l EASTCHAVINGHARLY, ALONG RADIUS OF 174.50ARC
FEET AND
CONCAVE TO THE
'�l�Vr ttii..�� DELTA ANGLE OF
MT I\ C, 222{{7. •o
I 59'55'24". 182.50 FEET, TO 'A POINT OF REVERSE CURVATURE;
+2 • � IRC SET / I5 I THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE
LB 6905
\ \ +22.3 ,- �' +21• WEST, HAVING A RADIUS OF 210.50 FEET AND A DELTA ANGLE OF
79 \ to" +22 Cpm / �e EXISTING 22.2 6e 4s�' �. +2r '�I I . 58'2757", 214.80 FEET;
+21'9 V IRC FD• qp � THENCE S16'33 23 W, 29.17 FEET, TO THE POINT OF BEGINNING.
WELL / RETENTION POND v d 0 "
` 12. � (TO BE RELOCATED) LB ssos ' I � „
\ +222 ts" 15 M SAID PARCEL CONTAINS 15.78 ACRES, AND IS SUBJECT TO RESERVATIONS,
\to � 21.2 14„ 122.7 1�` 21.3 10 RESTRICTIONS AND EASEMENTS OF RECORD.
�\ �I 3.3i� IRC SETLB 6905 °'�O / 19 +21.9 +21.8 �� p
\\
0 0_kl +22.0 15 +2L0
4c 22C6. +22. , 16J1�i11-1Li� 1 11i1L17 I
\ zi 33.00 IRC FD. 22.8 ' O h
\ \�
T- 2 pp0.28' EAST +21. s �Q 1 V �1 J/ 11 !LL V ClL1V �Ll/�Li1LJ/
\ 274' SOUTH
18"
+23. +22.2 / +21.3 01 m
\ 31 Ol .89 \ I 1
\ Q� -22.4 0o \\ N I
w J
\ 5 b ;+21.4 �'
IL/DISK FD.\ O 0\ ,\ \ 22/8 i
IRC E
EL = 22.89 2 5 2.91 �791O 23.1 ' 10" +22. +22. (sO+ \ 0.30' EAST MM
\ O �T � 2 8 1'x15' CONC.
EADWALL \ 20' DRAINAGE -nuTY EASEMENT Z UJ
.99 0 \ +22. N
Legend 9 Abbreviations: \' .0 28 0 �� \ 22.9 (TO \ BE REMOVED 3-16" a �� 2-15" ,oyG IRC FD. 6' \ h
\ \ \FD./ f\� 2D" LB 690 �, 0 , 1
(symbols not scaleable for size) IRC \
.5 0.08' EAST 36" R.C.P. \ �. ��
PLS - PROFESSIONAL LAND SURVEYOR 15 0.21' NORTH INV.=18.30 \ 10 +2L
PSM - PROFESSIONAL SURVEYOR & MAPPER 300 313 �4� (TO BE REMOV 4" ®/
LB - LAND SURVEYING BUSINESS \ `3S' j \` SURFACE INLET 16" +223 Its" .2ts 5" ` \
- CENTERLINE \ \ POWER POLE
331 ss \\ TOP-22.97 'r/1\\`� TO BE REMOVED , 1 \ \ x
R - RADIUS 3.17 23.4 BOTTOM ELEV.=18.21 _ 14 ( , " '
36" RCP SOUTH, INV.-18.71 LM I
_ (OCCUPIED)
� u
L - LENGTH \ 2 " 7 °4�\ 36" RCP NORTHWEST. INV.=18.75 \
E P - EDELTA DGE ANGLE \ ` 583.49`�a� \ , 2 2Jr „�I��' (TO BE REMOVED)24" 20" +21.4 . p \�+
/ - OF PAVEMENT 31 GAI / +225 3-10" +22.o � dhw I
B/C - BACK OF CURB \ NAIL/DISK FD. �+ .30 47 �Z,33 / C.B.S. SINGL " +
B.M. BENCHMARK ELEV.- 23.4\ s D N I
POC - POINT OF COMMENCEMENT '30�\0(/ 310 J/ 15" \ 12 AMILY RE LZ11
219 ! 35.75 I l`l
POB - POINT OF BEGINNING \ STH F� S3 TO BE OVED) ��g ING 11 IRC FD.
a - PERMANENT CONTROL POINT (PCP) �/(; FAMIL. EN
304 14" un 0.40' EAST
- PERMANENT REFERENCE MONUMENT (PRM) "S� eeq\ t afc vae (T�B `� Q
® - IRON PIPE (IP) 23222.so � lNG 14" +22.3 (TO BE REMOVEf) V l +240
O _ IRON ROD &CAP (IRC) t7 080,\ \ eASE� ` lk�12" ^�14" 24' 1A
1�
CONCRETE MONUMENT (CM) 23 s \ �\ R� 07 + 3.7 ty 14" O
(M - FOUND 27 w \ +213 \I` _ L�
�1J1�11116dC1\11Y11j11diL!/ 23.13 \ �\-+23.39 12" / I Q /
(M) - MEASURED � / ' o ;; a
F.F. - FINISH FLOOR ��(CA / �. 302`x\ ` IRC frx6' C.9s ( J w / 1� J
OHU - OVERHEAD UTILITIES Uj / wndco boom
fi23.33 \ 0.13' EAST 10" N 5" (T BE. MO D) t 30" j V
l w \ ` �k23.2\ 12"� 0.1 NORTH , �1/i, r. fid +221 F Uff 3
GUY WIRE \ \ 8 Z (OCCUPIED)
WOOD UTILITY POLE c,
+ 41 \\ 1\ 24 HEADWAl1 I W ♦fj
-kY,_44 \ (0 4 21.5 IRC FD. 4 Wj2 54'RCIP Z 1 fin/ j
® - TELEPHONE SERVICE \ -k2J29 `� (�� 'L �5�0� LB 69os 12 ° p3V,�t5.3
® - CABLE T.V. BOX , „ , �+23.12 \�� 3 6"C7; \� oo IRC FD. c p/ OAK TOP WALL-20.62
\ Q / CLUSTER! �,
® - ELECTRIC Box T-1 = N 82 42 25 W 34.29 - p,�►3 L 11 >\ N N ,256533.28D8
- .LIGHT POST I UNPUll h� \ T9 +23 4 9 N8? 42 25 W E 824214.343
® - WELL T-2 = N51 °42'25"W 11.29' �� NAIL/DtS 90 1 RC FD. +23Lu I
-_128 59 IRc FD.
��
= HYDRANT T-3 - S89°20'24"E 36.88' ' ���✓� `� �/ i ELEV.= 22.92 J. 6905
GATE VALVE I - mil
COQ
E - IRRIGATION VALVE , a f \ ' 84 3 ��'�- -� NAIL/DISK FD. CO
® - WATER METER T-4 = S78°00 41 E 23.49
OS - SANITARY MANHOLE , >7 �� ;436L I4_ EtEV, 23.77 Q
® - SANITARY SERVICE T-5 = S16.33 23 W 29.17 " --1� _ Juj m
Ld
® - SEPTIC TANK �_ �--t_� _ s� _ _ V)
OD - DRAINAGE MANHOLE
® - CURB INLET �'auv - -�• ,� _ �-
❑lu - SURFACE INLET
- MITERED END SECTION„_
� - CONCEPTUAL DRAINAGE
STREET slcN �/ ;�+; p� p� �+ PLAN GRAPHIC SCALE ' '
- PINE W/DIAMETER EXISTING' CONDITIONS PLAN N
4 - Hell uU/ninllrrrn 1" = 60' - Of$ 60 0 30 60 120 240
TRACT C �L 9A9
SITE INFORMATION O
��
41
�1J1�1111 1L� ���� U� lEA�PAGENORTH LINE OF
S T w HUi� DS HARBOR POINT OWNER SURVEYOR
(OCCUPIED)
SUBDIVISION ;.
PHASE 1
CHESSER'S GAP. LLC HOUSTON, SCHULKE, BITTLE & $TODDARD, INC.
_ I N89'39'54„ E _ _ 350.00, ._ _ _ ;� _ _ � MR. RICHARD JONES 1717 INDIAN RIVER BOULEVARD, SUITE -2020
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31 38 _ _ _ _ _ _ ._ - -
\ 190 CONGRESS PARK DRIVE VERO BEACH, FLORIDA 32960
- - - - - - - - - - - - - . _ -7N00'05'36"E SUITE 180 772-794-1213,
4.04' DELRAY BEACH, FLORIDA 33445
AppFiOXIMATE TOP OF BANK 1561-274-4210
I ARCHITECT LANDSCAPE ARCH. & PLANNER
APpROX1lAAT�EDGE O,WA13.-�`
AFI'ROXIrdATE Top. SANK
' I DOUGLAS ROOT ARCHITECTS LUCIDO & ASSOCIATES, P.A.
I MR. DOUGLAS ROOT MR. BRIAN NOLAN
aFneoxatA Eo`ce oFivnlFrt 445 E PALMETTO PARK RD 100 AVE A, SUITE 2A
` BOCA , RATON, FLORIDA' 33432 Fr. PIERCE, FLORIDA 34950
/
EDGE OF WATFP. /
561-367-1505 772-467-1301
(3/24/06) -IRC
ssos `!
cn
_ �w
690 ` -_�` ` / I I ? ZONING
\ i /
- - IRC SET TYPE CURB
LB 6905 'D' )
IRC SET / PUD-C/RM-8 CO
LOT L�n LB 6905 'WITNESS' In
`� w O O
30.00' OFF CORNER SET m Cn O
-, -, N _I
\ \ LTJ cfl
� (n � z II
]�j�+��t 7�9� ��[g� IRC ,SST ` NOT �B 6905 II II '�'I ,1 Q LAND USE °' Q Q
CTEtt1��11I�1���+E�g ll�l�Tppeyyy�r�lGLq'�111- IR Eg05 (DESTROYED TR R) 40"R tiS\ Ot _� / \ �11 JiIL✓IL� \ o D N
P.B.1C 1 9 PG. I6 V \ R r 3 c SET e \ 1LL�1�.1L..IlJ1V�1G111� ` I I a PU 0 m 7) m
/J'�y�'1 ���� ��LL���� ���� IRC S / �` 63 �e�p, L 6905 �
(0CC1j�1111111 ) LB �05 / , �� 905 IRC SET ` Nom'
r -Z 4pR _ IRC SET IRC q (A ,.� _LB 6905 NOT
E / 0 r; J o LB 6905
3 � /�'/ � � j-�\ \ _I I SITE! DATA (PROPOSED) SITE DATA (PERMITTED)
EXISTING LAKE -AVERAGE WATER TOTAL SITE AREA = 687,377 SF = 15.78 Ac p
1. / 1� • \ ,.r / f i i---�,__ ELEV.=17.6
/ � � � � �� � � \ DEVELOPMENT AREA = 631,620 SF = 14.50 Ac = 100.0% DEVELOPMENT AREA 631,620 SF = 14.50 Ac = 100.0%
6 \ N� �. `' �,; ; I f ; i BUILDING AREA _ 135, -
260 SF 3.10 Ac = 21.4% MAXIMUM F.A.R. 21 780 'SF = 0.50 Ac = 3.4%
/ O CONCRETE' AREA (POOL) - 800 SF 0.02 Ac 0.1 % MAXIMUM BUILDING AREA 317,988 SF = 7.30 Ac _ 50.0%j! �¢ U
IRC SET = _ _ = = L] L] 0 W
y- '/ i �` / �/ LB 6905 �Oa CONCRETE AREA (WALKS) 11 798 SF 0.27 Ac 1.9% MINIMUM OPEN SPACE = 158,123 SF 3.63 Ac 25.0%
\ 0Pa \ \ \ 66 O % ` �'ot I TOTAL CONCRETE AREA j = 12,598 SF = 0.29 Ac = 2.0%
°� i �� �'r•., PAVEMENT AREA (ROADWAY )= 80,130 SF = 1.84 Ac = 12.7% -
�� PAVEMENT AREA (DRIVES) _ X41,432 SF = 0.95 Ac _ 6.6% ■ rrrn�
`Fo. TOTAL PAVEMENT AREA = 121,562 SF 2.79 Ac 19.3% V M
0 �TOa �kqT TOTAL IMPERVIOUS AREA = 269,420 SF = 6.18 AC _ 42.7% ' Z lO
4
;•f: / \ . , `--�' sl , ; , . +++ / .. s \ � _ TOTAL OPEN AREA 362:200 SF - 8.32 Ac 57.3% 1LI� c�
330 R -� ). / ` at, 1" O
TYPE 'D' � 9 \ ( Q
/ r, // 6 I SITE DENSITY ® WVIPN a
Q / Te Ili / / N I +> �„ t' �,. ` \*y O/ i` \ I I SITE AREA = 14.50 ACRES W V .^^.
/ '�/7 / /�` / �pSR • v: 330 "r d �� �- ` RM -8 - 8 UNITS/ACRE n 0 X
C, r�- , ' / O i ?� i / / ` r p5R •, / / `. `-� \ DENSITY ALLOWED = 8 UNITS/ACRE(14.50 ACRES) = 116 UNITS - ca Z p•
'"f :- } `j /„ r, ji► 1ti•4 \ 1 �rt•. / //
IRC
6905 rr = v/
T 5 r• / / \ DENSITY PROPOSED 116 UNITS _
RC FD /
7' SS'
SOUTH �, ,� \_ „: / / / / j ,. I I I ' I cV BUILDING HEIGHT ® LLQ
HEIGHT 25 FEET
r TOTAL BUILDING
o \
r
•TYkD' cuRB "•i \ �� --- I I I I \ 399' '' X93• - o I PARKING DATA (RESIDENTIAL) 0 Q N
) r ♦ I L''' L 1 C9
. i (TYP �y'-' \ ,
PARKING REQUIRED = 2 SPACES/UNIT(116 UNITS) 232 SPACES I'' _
6 �� ' �D _ ► I PARKING PROVIDED = 464 SPACES (232 GARAGE AND 232 DRIVEWAY) ` ® F-- N N o
i /"` 1 I PARKING DATA (CLUBHOUSE) z
�'+ 25 R j1+..: ji 19.0
41 V, R`' / 6 .9 ---- / _ _
O/ r' ' ` O I• w :,r: 'w. ' { 1 PARKING REQUIRED 1 SPACES/300 SF 8.3 SPACESJ Q I
1 LL
\ �\ �/ / r� i �y I PARKING PROVIDED = 9 SPACES; (8 STANDARD, 1 HANDICAP /► �(� C� J U =
PAVEMENT \� \` / / • a01. ' �\ i / 7. \� / / O - I r 7 ILU
Q
It il I (4� (1-
/ CONSTRUCTION SCHEDULE Z � O O w o0c
IRC P% R1-1 STOP SIGN 11-A ^' I I��� f / `� i / '' ;' w ' I START CONSTRUCTION DECEMBER 2006 LLI w
�bA ll r u) D:23' SOU fl4 24' WIDE STOP I I / ' /
OIL P �/ v END CONSTRUCTION DECEMBER 2007 J Z_LU
/�V IRC FD. / I
LB 6905
Z mz
/ OI Ga
/ PROPOSED 4' WIDE '' ; ` - - i PROPOSED RELOCATED i- / ? I ! PERMITS: REQUIRED a
0 w
/ CONCRETE WALK (TIP.),,. �, ` / „+'...
;'� ,"•:,�:.�,, �� �� / I CITY OF SEBASTIAN SITE PLAN APPROVAL 0 m
1 s 1 RETENTION AREA INDIAN RIVER COUNTY UTILITY PERMIT Z
-I �= 1.53 AC. \ / o / II S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT MODIFICATION
/ (� \ Ij ;;��,` i / F.D.E'P. N.P.D.E.S. NOTICE OF INTENT Q J
\ w I / \ "c / o t` - F.D.E.P. WASTEWATER SYSTEM CONNECTION N
/ �®T INCLUDED)
F.D.E.P. WATER SYSTEM CONNECTION 0 Z' in
s1• 69 5
J' 1 / � I � FLOOD ZONE � v a
\ 1 /
THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X
PER F.I.R.M. PANEL No. 1206100078 E, DA -ED MAY 4, 1989.
OD I o
„ 6&TYPE D' CURB
Out Parcel A" o°j ,' , �s� Ill
SURVEY BENCHMARK
I-- 36,450 Sf. R1-1 STOP SIGN W c T \ /' �I;. `a / THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL
24' WIDE STOP BAR / / �� �� r'' ^r, s . /
ac. LB 905 ; ��a:.; / o - I GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE ' BENCHMARKS
�- 1�c FD. 16 I � . AS SHOWN ON SURVEY.
TYPE V CURB F a. / % _I9 6905 OI
\ / / `��
10
O / ,R \ / i i �,'i 3'? of / ;M WASTEWATER SOURCE
INDIAN RIVER COUNTY UTILITIES GRAVITY SEWER
` • / 'b SpBR \ ';;Y / /C6 / /. 30 - h�r\_ i z I O I z
IRC SET'
WATER SOURCE Q
LB 6905 lV NP Ldik11.1L JL11L//
\ R1-1 STOP 91�N w/ \ / �� „� �'• 'r w' { I ,,'��-77�TT ( I INDIAN RIVER COUNTY UTILITIES WATER MAIN
4' WIDE STOP B�2 a / b'' '.', Tr 4 / % % `� \' �• ^° h� `S;p NOT nq�1./,, .UDED .
/-
C i h / 6 / / P / - - --- I I TAX PARCEL I.D. NUMBER(S)
0./,;.. p•. a / / / `30,7 `�POpOC 31-38-13-00000-1000-00001.5
CUeb
R
TIE TOEX0 EL = z OF (z O` / /<` / / � 3/8• ti ,'' \�•�,°' • I y' \ ROOP2O - -_----I� + \ I IRC FD. SITE ADDRESS.
6
PER FDOT INDEX 30IL ISK FD. 0.30' EAST SOUTH FLEMING STREET
22.89 SEBASTIAN, FLORIDA 3
2 958
20' DRAINAGE/UTIUTY EASEMENT 'Vtl^♦'
6' YF3LOW \ �/ / ,:' r. I i (r•. , a,? t� - .L I I ,
\ v� / ^ I IRC FD.
/ / LB 6905 \ I
ti PROPOSED MONUMEN ` \\\ `�JR� FD. '/ / 6 / ": aD'''' \ � ''' • I � "' � �. �'
\ \ 11.06' EAST / , • / o, o �, ,. ���) I _ _
SIGN I ~
\ 0.21' NORTH / / / h r - + I E CURB
/ / 3 PROPOSE 4 WIDE _ 24 Wide Pavement
11
C`CRE WALK \ o
I I LOrI' 1 I 146.6T m 50' Access, 98.00' nage and Utility Easement
` \ / h / / / `I� \\ 4DR 1 \ (OCCUPIED) ^ �--
O ' '� 'D' CURB
,
..
4
\ GPS -1 ' , / N, z6 I I I I I ! O
o i
NAIL DISK FD. ��--i / / 1
ELM- 23.49 IRC FD I 24.67 24.33 ' 2433 24.33 24.3` 24.67 24.67-1-24.33-1_24.33 _24.67
\ TYP. I TYP. TYP. I TYP. I TYP I TYP. TYP. TYt. TYP. I TYP. `
0.40 EAST I I 30'
r � / I / / �� i• MIN.
GRAPHIC SCALE r
~J / I / 6 I 1 I I 1 N I `�I I
60 0 30 60 120 240 \TYP '0' CURB / / - -J --------- -- ----J--- 1---- ----J Q LL
71x1,.
-ems- r lNP�ll"ut, y
25. OF (2) yiReEQ \
IN FEET / �� OW 0.13' NORTH ---'----
OR ,� � � Typical Road Section
( ) �L'�y.id711 V 1l.' J' / `` 'S � U., 4' NORTH �_� , / � F IIiiI' 3 � � Yr
1 inch = 60 ft. / ! , % EXISTING Z (OCCUPIED)
/
--% IRC FD. W/2 HEADWALL
L I < SCALE: N.T.S. Q
PROPOSE�MONUMENT LB 6905 INV. -15.3 I a LL
SIGN IRC FD. TOP WALL -20.62 0
R1-1 0 SIGN W w
jj ��� /� f' 'I �y��� �� 24' WIDE Si N82.4 , „ N N 1256533.2608
llJl�i1C•111 .h\ 11'.11 J1SU ` \` IRC FD. ? ZS W ?8.59' / RC FD.NA 14.343 Z
' INAC >u v �► / •� ELEV.22.92
LB 6905
11E TO EXISTING T1�PE ' CURB
PER FDOT INDEX 300 (T4;j, _
NAIL/DISK FD. m
ELEV.- 23.77 w Ld
Q
0
48 HOURS BEFORE 'DIGGING '.
CALL TOLL FREE U
_Ilk j-800-02-477
C� SHEET
SITE P L A t� N U SUNSHINE STATE ONE CALL
OF FLORIDA, INC. '
it 1 60' 0" C 3
[:1BRUCE A MO/A, FL PE #47529 OF 11
❑ AARON,190WLES, FL 06-295
. _
,
,,.,, 2• J
TRACT A!
SEMSTIAN EIGHL4NDS IUNrIC 14 P1LAi7C BOOK 8, PAGE 43 HARBOR POINT. DRAINAGE STRUCTURE SCHEDULE
(OCCUPIED) SUBDIVISION O
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 " PHASE 1 INVERT ELEVATIONS
N 89'39 54 E ! : 350.00 _ STRUCTURE TOP BOTTOM
- - - - - - - - - - - - " - - - - - - - - - - - - - +�3- '- - "�1� �� - - NUMBER ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION
+21.6N00'05'36"E �,�
Ar11c 421.6 +22.0 4.04' 7 01 23.00 .18.38 18.38' 17.88 TYPE "C" CATCH BASIN
APPROXIMATE TOP OF B r
APpraoxl
121.4 E•� 2 23.00 18.80 18.30 TYPE "C" CATCH BASIN
OF
MATE TOp I I O
-_13ANI< O
3 23.00 18.22 18.22 17.72 TYPE "C" CATCH BASIN
INV EL 17.95' SEE SHEET C6 FOR ADDITIONAL PAVING, GRADING I 4 23.00 18.60 18.60 18.10 TYPE "C" CATCH ,BASIN
CONTRACTOR SHALL INSTALL SILT FENCE AND DRAINAGE DETAILS "-
a ALONG SITE PERIMETER AND MAINTAIN DURING 5 23.00 18.35 18.35 17.85 TYPE "C" CATCH BASIN
isLz CONSTRUCTION. REMOVE SILT'FENCE WHEN DISTURE ;
AREAS HAVE ADEQUATE VEGETATION STABILIZATI 21.0 O 23.00 18.08 18.08 18.58 r TYPE "C" CATCH BASIN
_.
i z 22.2 21.5 STOP MATER DRAINAGE CALCULATIONS PREVIOUSLY I I
1�.�0'�' �,��aa 1218 0 1.9 It LO to
PER�CITTED UNDER SJRVVNID #4-061-0111 CHESSER'S I I F 23.00 ls.so 18.30 TYPE ~c" CATCH BASIN 4 N M
(C=FR GAP +17 co GAP 'UD � :I O 23.00 17.65 18.15 17.15 TYPE "C" CATCH BASIN
P� -1W` MO /6 2.1 3.23 5 __..' + -_ - _ _ �`ll�+� � 23.00 16.50 cD
�( ° s M. +23.0 _ a O 17.00 16:00 TYPE "C" CATCH BASIN
`1� ��� e� \ �ti 23.68 3.95 +24.1 1 INV EL 16.00 I O 18.30 TYPE C CATCH BASIN LO Oj
�T 10 23.00 -- 18.80 m m O
+22.0 NOT H4CL�� I 11 23.00 18.15 18.50 17.65 17.15 TYPE "C" CATCH BASIN N \ \ w co
2.2 2
12 23.00 18.80 18.30 TYPE C CATCH BASIN Q Q
4.18 EXISTING LAKE - AVERAGE WATER I F co < to z II
+220 I " " p m
t.5 22.0 rr ryn, O +21.6 ELEV.=17.6 I, -
\7i F
3.80 +22.2 13 23.00 16.60 116.60 16.10 TYPE "C" CATCH BASIN
1-20.1
�� , N
' n +22.2 (}� F + 1 +21. 14 23.00 17.00 17.50 16.50 TYPE "C" CATCH BASIN
+23.0 21 7 P +22 w ba i (�
. EL O -e I
O A
roe '0 5 21 24. 5' vo B +224-21.It " "
/�% 15 23.00 18.17 18.17 17.67 TYPE C CATCH BASIN �(J
/ \ \ ti>a i I ,,r a•,` p0 / \• r Q -.21.9 Rod I Q
2 3 ry 1 ;. .;• N p q� ' 16 .23.00 18.86 18.30 TYPE "C" CATCH BASIN
23.43 3. "'j i I 21.9
CVN 23.54 �� O 3.30 23.7 , A �A,f� +21.
�� 21.5 `'!. 23.2 215 LFOF2 .. D
�f23.84 32 x' 21.7 1 `�' X2.0 S N-1 +21.5 ^ ' 1.5 \ I _ O
C' 23.2All
+ ..2 p� f'i'x �`� 23.2 .`� ►r '�' ;ti - .r+'' '�,t� �� - - I - - - PROPOSED 25 _ 20� 20� ' 20' ~ m
l` •" . ��
r 121.8 f 1: ," � �� +22� " ,., g a¢Y � ' F � 6UILDING �' � / / '� � Q N ,.
T 2 +220 ti O '21.5 ® W C
0 23.4 �� 5't ,. .s•. l �� +21.4 V _
42 // i •,
2 7�7S21.7 0 �s ���5. OF , (1� / +2r.5 4,... 4•Y f2 FUL_Y SOD Ill O
s' QIq F.F. 24.25' 23.7 " Z W X
+ C,o y°� ./� / �F `�I (� F F. 'EL. _ �J / \\ � 23.5 'A
;r'$�J +22.6 I 1 I 4. 5'' M ,�' "' --V --� \ I -
:�1' G';,rc,, +2L N
53 r,•3. 10 22.0 p
\ 53- I +22.3 f , ,� % 24.1 Ki
1 I z Q a
V a;a qOs ^�, \ i :r� 19.0
" 45 ,(,! �° O \ry /2t O 8 MIN.CONTROL E ® W 06
+< o Vrjt .• •1 / ' rF` 23.84 ..E,,• ,/� L I I 1 L_ L_ 19.0'
�/ "+2t + J I 17.0 =
/ 00 s 1 _ _ 224 _ 4 o
` yp
.2
23. .'\ 22.D ,'.•,••1 �/ •R` ��1...._ -.� 6 / ` yr,7 +22.4 f,,` N
0� i;'� O :� ' 19.0 `/ / rn + I Z Q co
ASPHALT \ r ;+ r 17.0 -IRS., Q ., _ r - L - w,oo
Q
PAVEMENT yi, i 233, +223 S' t; 04
PAVEMENT II N N
CC
20 <F 7.0 2 / -
2 ;21.9 +2 . �/ 3.89 of v, Y �, +22 i t S E C T I O N A- A 2 ®� J QU.
V ll llilU/ +23. i g` 2q•..1 +22.5' 123.4 _3. 10 1 _ I I� N.T.S. 7.0 J J =
E♦ 1►E SN.a2 _ +227 j I (LAKE 5EGTION) Z I a
0CCUP� e
IA PROPOSED RELOCATED a� +21.8 +223 O W
m
/ f222 ii RETENTION AREA 1 +21.5 I I U W
���- cc
f2z0 } - 1.53 AC. 4,:1 I PROPERTY LINE LLI w
i
NV EL 17.55'23.2 tV zmi Z
W+22.5'2 22.1 t.8 25 VARIES EXISTING LAKE+22. O
Z z
/ NACANT) 2' m / 2 6 DING
/ ►jj+ N r. - 2 8 0 a I PROPOSED . / / Lel
/ (NO11 11L�iC11��:1 ED) J / II-- - t22.5 k.� r• �11A 20.7 I� / UIL O (, Q
�l v i :, d• -- 23 A' �tr)\Q O d % X x m Z
71/3. +22.3 (� N S rV� 4 1. 23.6 ~" •:, .{ ., N �� m I=-
�+2zo_-7-
F' ALLY 50D
A22s 701 `' + � `Q ry / Q a F.F. 24.25 23.7 23.5 Q j r
r{ / �v 'Yk'' +2241 f 22. O Z
r, a
v s.
f
+22.0 d' v +2_'// 1 O
Out Parcel' "A„ -" +227 +227 �� t„ ;•.,/ � � � U N
r , O�• / / Q 8 MIN. CONTROL EL 19.0'
+2 +/- 36,450 Sf. N s I
ac. +21.8 23.2
\ +22.3
79 422.1 ` t2 . +2ry
�� ISS LF OF VC h x221 I
32 ®"rEu '1• . ^ 23.6 ,L 3.2 24 A I
+222 1 / / S" \ \ F OS N- 12
318FF p / I F22.7 S '/ 21.3
\ EL- 4215' ��/ + r :s INV EL 17.20 Q
G C R R
23. \ 24.03;`' w'll 2y12 /l 23.60 12 �23.50. +2 0 1 [ +21.0 N J L T I N V V 2
1 I
l_ _ +22. 11 jj /� IIII ��II �y ��
1 e \\ ;, S..r• r, UNPLAR l 11 :11 JJ 1 N.T,S.
300 ` EXISTING 1'x15' "fi 3.80 `• etS ^. M i �� Y I I J
// ^� i�
CONC. HEADW LL .4 . +2p.8' [� `t (jj� f��
\ \
INV. 1 �1/ / .` 23.6D +2 ; \ '?L .14 - NOT � LU
TIE TO EXISTING = 22.90't \ \ 2 RGp pROp +:y� 16 +22,1 ''.">M� FF�FL 4v/ ;Yk PROPI
3 z�NG A% FF�/�SFD i s 24 2 / err. • P00 SE +21.1 N � ( PKCIPEKTY L INE
Ns,x r �..
23.1 tXj / CN
F� U 'i. 24 180.. s. L ! 24' 28'3
REMOVE EXISTING TYPE F CURB / NjT� �;•, 60� �!
AND REPLACE WITH VALLEY GUTTER",'' 18" qo r,'Y r' EPOS +21.. 79 1i` w I PROPOSED DRIVEWAY ENTRANCE
EXI5TING , �� / V
PER FDOT INDEX N0. 300 \ S Ns, C 0 -
4 L �\ I FLEMING STREET
1 .75' d' 3.63 12 ti r FFA -
REMOVE EXISTING INLET TOP AND 2 -tir ,' SE +2 • REMOVE TYPE F, 4�,UIKD AND
Q
REPLACE WITH FDOT TYPE 'S' TOP. C 2301 \ +22• +2 P, 15 24. S' 7+22.0 _ KEPI -AGE WITH VALLEY GUTTER
xls�rl� T'x1 s' 3. 4
+225' '�, ,., , ;" - Q 20 DRAINAGE/UTILITY EASEMENT PER FDOT ,INDEX NO. 300
99 CONC. HEADW LL F +� f v 23.63
2.8 INV.=18.30 E t SLOPE/PLAN
3.0 L lg �� SLOPE/PLAN
+ \-►�sT,N ?4 �S, � •. . 0 LF, F : , i 24.0. 0
b 0 18 I rye' ryry'
.15
EXISTI HEADWALL, r S t
TIE TO EXISTING = 22.80'f' \ \ 3.00 ,12 + .4. r,�, k 3.63 D �:.. r�21.
\ \ PIPE PATCH �` , . +22.3 N�12 3.53 + ,
331
J61 HOLE IN R ASIN OQ " `
\ 3.17 ` +234 tlp F� a`� 14 140 LF. Lori
VVJJ
2 SURF EL'3.38 2 23.53 (OCCUPIED)
\ 3.49 TOP, qCf 1 24. +21.4
N 2 Q
\ 3.58 BOrT g7 �T +,
22 N S 23. ,I h Ap INV EL = 16.30' SECT I ON G - G
+22.5 +2 .` i,. 2 OF 2
\N.T.S.
330 23.47 RCp SOUK 8.77 _
\ ♦ 3.30 Noyn , 1N��1 D j 13 I
3.10 fS7. 871 n, 2 J
I�'I 1 �,�
78.",523. �+'
' �� 11 111L:e1Lll C �1 •,
��T
���dlU�� \ 24.04 F t" PROPERTY LINE
REMOVE EXISTING DRIVE A11U 23.22 \ \ ;� ^' +22.a 24' 28'3 60'
REPLACE .WITH VALLEY GUTTER i' 2.85' so \ \ \ � / x.24 2%S, +2.jo � � Q
\ \ ( ® I *- EXI5TING PROPO5ED DRIVEWAY ENTRANCE D
PER FDOT , INDEX N0. 300 23 6
J. 7� \' fX1 21.3 FLEMING STREET
(CONTRACTOR TO MAINTAIN � + 39 �snN.
EXISTING GRADE) // / \ 0\36" Rcp REMOVE TYPE F �.UI�6 AND
2333 \ PERLd
KEPL FDOACE TITH INDEX NO. Y300 TTER '
GRAPHIC SCALE / / 235'0
v \ F' S�.Q� SLOPE/PLAN (1�
so 0 30 60 120 240 / / +2341 +22.1 Z (OCCUPIED) �ry ry�'Y SLOPE/PLAN �I
/ TIE TO EXISTIN\2�3 t 344 i Z
24 HEADWALL
,.. '
r A 4 +21.5 - w//2 15.3
3.2 INV -15.3 7
1
.12 \ +23. � � ' 1 II I TOP. WALL -40.62
-
( IN FEET REMOVE EXISTING TYPE 'F\ D " o
' it AND REPLACE WITH VALLEY GUTTER 3J +234 BZ�Q jj �, N 1256533.2608
1 inch = 60 ft. 1 PER FDOT INDEX, NO. 300 \ /I�e w .128-59' E 824214.343 ,' a� L
84 .. S[D D
ECTION (
TIE .TO EXISTING = 23.10'f `m 2 N.T.S. 1' z
48 HOURS BEFORE DIGGING Z"'1 .--.6L :RZ - Q
/�T �-r �
CALL TOLL FREE (�V1��1.A w� W 5�` 3�� i3n - '� PROPOSED '� LU
m
1-000-`fVL-�f77O I I I \\� - _ LLJ
SITE DRIVEWAY
U U
SUNSHINE STATE ONE CALL
O I I I
OF FLORIDA, INC. CONTRACTOR SHALL INSTALL SILT FENCE SLOPE/PLAN }
I ALONG SITE PERIMETER AND MAINTAIN DURING 24' HEADWALLF-
CONSTRUCTION. REMOVE SILT FENCE WHEN DISTURBED "Ill -W/2 54°RCP �-- ' U
I AREAS HAVE ADEQUATE VEGETATION STABILIZATIONINV.-15.3
TOP WALL -20.62
SHEET
„
PAVING" GRADING AND DRAINAGE
h�A�
. SECTION E-
E
N.T,S,TYPICAL ROADWAY1_6a' o,
_ Cq.
N ❑ BRUCE A M014, ISL PE #47529 OF 11
ED
Eli AARON / BOWLES, FL PE #55313 06-295
_ _ _ _ _
JL 1LACT 9�9
Ai11L'i1D?LiS11 NlNi EUGHLANIM UNIT 14 PLAT BwK 8y mm �ri 3 NORTH LINE OF
(OCCUPIED) HARBOR POINT
SUBDIVISION j
PHASE 1
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 _ _ N89_39'54"E 350.00'
L-- -- -- -- -- -� -- -- -- -
APPROXIMATE 1 WOOD POWER POLE N00'0536E SANITARY SEWER STRUCTURE TABLE
LOCATION
-�- APPROXIMATE lop OF BANIC 4.04
RO�MAIE , 9ANI.I I STRUCTURE
INVERT ELEVATIONS
EDGE G7 wA�- ----- DESCRIPTION
_
- I NUMBER RIM NORTH SOUTH EAST WEST
EDGE OF WA1F.R
(3/24/06) i 1 - - -
MH1 , 23 20 . 6 34 16.24 16 34 SANITARY SEWER MANHOLE
MH2 - 23,50'- 17.34,_ - 17.44 17.44'. SANITARY SEWER MANHOLE
N M <1- i1') t0
j[Jjj��VLOT jam+ 9(�V� GAP
-- - ` / ! I F MH3 .23.20 18.20 - - SANITARY SEWER MANHOLE ;
CH ESSER'S �I��jjr PROPOSED 2"� MH4 23.35 - 18.40 18.30 SANITARY SEWER MANHOLE
P.B. l9. 1� BLOWOFF a MH5 23.70 - - 18.99 SANITARY SEWER MANHOLE ,n m m o
alp UNPIAl"I'ItU
MH6 23,82 - 20.73 - - SANITARY SEWER MANHOLE iI cn z co
�y \ N II
oQ� �� INCLUDED , I I MH7 23.25 20.31 20.21 - - SANITARY SEWER MANHOLE o m m m
/ /s• METER (s) \ EX1ST111G LAME - AVERAGE WATER
/ ELEV.=17.6 I MH8 23.52 - - - 18.97 SANITARY SEWER MANHOLE
MH9 - -23.53 - .18.61 18.61 18.51 .SANITARY SEWER MANHOLE -
/ MH1023.72 - 17.47 17.37 SANITARY SEWER MANHOLE U
/ �' \ �N• v / / /s• METER (NI1
,� � ';'r'"+�• . �` w ''": r 8 P ;' c•,. Toa `k-s�, ,.'i I ■ (� (/� ' 11) f�
W C
PQP 1rw Ss O 0.4% • MH /N \ ` I
40
MH / 5/8" METER (6) -,,\,?Y MH
i. �. • / I i ® W
'i.5/8" METER (6 I / :, P L O
W O ^ ..
j..
`I1, it ''y'•~ A •a� / / .; I I � �• A .t' / \ ' a
/8" METER (6) I 5/8" METER (6 s' u / / I V a
o, OA,Qom, y p "1 r1., o I0.R I p®� W
06
IJ
1 N
22.0LU N
co
s .L METER MH ♦ ":1 \ 19.0 / / / d. a x - r- • J I j I f N
5 p
ASPHALT
PAVEMENT \ / , j' M
J U"
ILI
UN]PlArntiU 0,>
(OCCb(%'�jj ��y'I'�'I ,} PROPOSED FIRE PROPOSED FIRE -5/8" METER (4) - ,^
1 oto) HYDRANT ASSEMBLY 5/8" METER 4) HYDRANT ASSEMBLY M ! I I' U V! W Ir
/ ` (TYP) ( l5/B• METER (6) i W W
/ \ PROPOSED 8"0- J Z
\ GATE VALVE (TYP) 2` W
v
r.
�� S
ax~ZPROPOSED RELOCATED W
RETENTION AREA
1.53 AC. z(VAQ�� ,o +/_
� ��\\�LV���� �
/ o lS� �� *' • / O I I I J. U N
\\ Out Parcel A \ l J a
\ -1-/-- 36,450 sf. Y \
\
\ \ WELL / e• j '
\ MH1
--5/8- METER (6) r` O {f y' ifl�
O //JJJ , 7 /•'� r
\ \ \ ��►' 8' P� P �, < 4 . - - - I UNKAI 1111:11 y) I ) r ` t _ ',,
s/e" M TER O 4 j (
/ Z NOT INCLUDE
a 'ti "� / � � � �- - -
EXISTING 12"0
PVC WATERMAIN \ / . M, R / / Pool O
Oil
/ 1 11r
PROPOSED 8"0 CORE EXIS MH �•,, y. I
GATE VALVES \ S INV EL 15.56' \ u ? o
/ =
PROPOSED 12 x8 0 i P y 20' DRAINAGE/UTILITY EASEMENT
' \ \ / //ly V � '
TAPPING SLEEVE AND VALVE \ \ \ ` 'i / / ,•n^ , ` \
�f \ \ ♦ /8" METER (6) / . + '• / I e I .
\ ♦ / 1:
EXISTING S.S. MANHOLE
TOP EL - 23.12' �; •: • H9 w o
E. INV. EL. = 15.46'
W.NV. EL = 15.46' I \ (,� ;,r P� \
S. I
NV. EL. = 17.3 7 I
. \ \ � � ` � ' / ' T Y h. •'r: ` O 4'� � ` - I I - TJIJl 1 I' r
EXISTING FIRE
HYDRANT ASSEMBLY `♦ ` \ PROPOSED FIRE / / y'' \ (OCCUPIED)' '
` 1 ` ♦ HYDRANT ASSEMBLY
at
♦ CONNECT TO STING \ e: �►�, /°VC
tai,IN� _ A' I
WATER BLOWOFFD, •b
♦ \ ` \ 5/8" METER (6)
lV1�i1CIL�f1\11.111Li1L1/ EXISTING 12"0
GATE VALVES 5/8" M•_TER (6) / / o
MCA" EXISTING S.S. MANHOLE j � I � � � -jTOP EL = 2318" � in '!
N. INV. EL = 16.69. ` `4�;?� `I
S.w INV. EL. = 17.86' (AB)
W
. INV. EL'=.16.78';1( I• I
LOT 3
�• j '
SE' INV. EL = 16.64' PROPOSED 300 11-1710111 !
F
EXISTING 12"0 / ! �I 12"4 PVC WATERMAIN PROP 8"� I Z (OCCUPIED)
PVC WATERMAIN / `' GATE VALVE
kn PROPOSED ir!c'l�
U�\�� /� f' 'I �,I�����I y,�� D.I. TEE v /� LL
1�i1L-Jl.et1`J1.1111iu PROPOSED 12"0 \ N8242'2 .,' N N 12565332608 �1 '
/ GATE VALVE \ - 5 w 128.59,s E 824214.343 LU
I
MCA", PROPOSED 2"0 ♦ - �.
BLOWOFF ` ,
Cn jQ
m
3: �-
- -- 48 HOURS BEFORE DIGGING y
EXISTING FIRE - CALL TOLL FREE
HYDRANT ASSEMBLY
( ,�
UTILITY PLANN GRAPHIC SCALE
SUNSHINE STATE ONE CALL''
1 or = 60' - 0» ( 60 OF FLORIDA INC.,I 0 30 60 12D sao SHEET
( IN FEET )
C5
Ln
1 inch = 60 ft.
I ❑ BRUT MOIA, R- PE 2g` OF 11
❑ URN . BOWLES, FL hE, #5= 06-295
I
MATCH EXISTING GRADE TION OF
Fly� n r n , DIMENSIONS A 1
N
_ D QUANTIT/ES
Ir FnDRI -
6
l 6 De th Of Sawcut
Q
SAW CUT EXISTING ASPHALT AT SAW -CUT `-� { - ( E Max. p M t 5T c wcRErE sue rcrl a soonwo (sa. vas.) O
DncKFI SILT -BARRIER I +I I D X 'A I 8 I C I E' I F I 6 Single Doerbte { Trfpte I Quod. N Snple I Dou61e I TrlPle' Orad Slnplc Double Triple I G,vd.
EXISTING ASPHALT PROPOSED CONCRETE - _ _ _: IFADKIG FENGEI _ A * 0 Min. ' ,' , fs �" MdX. Ptps Pipe k PIPe Pipe Pipe PIPe Pw PIPe Pipe Pipe Pipe PIPe a See General Note No. J.
PAVEMENT e• , a '(p •'7 O"' Max. pl-r 51 2 5 I.M. I 24 �_ See Sheet 5 Of 6 For 3" Slab aworties
v.�,i, •, • {• r' TOE IN ` • i Y 3 - 3f.35 �,85 �;.
a • ". e: +'' .'� ,; ; *! 5 ;�..,j!. 1 SOD�O SL 1 'O �n�
Std.
.. „ TYPE F 2� 27 33
EXIST NG G 7 Min. * Sh>/,e f ?�' 24 / o. ,
�II�IRIFRII�I I RADE
Sawcuts should be avoided within valley gutter Ii� 3, 1+
STABILIZED III11)�l 8 „
and within curb and gutter endings. I--
suBCRADE TOE OF st_oP 2 'O CONTRACTION JOINT IN CURB AND GUTTER
- vARies TYPE F
PAVEMENT SAW CUT AND BUTT JOINT 6' ��, :o
FABRIC FENCE SILT -BARRIER I - j x''33 '�
NTS 41
(ALTERNATE) o End Of Curb 1 p Iq
a•- N M '- 0 to
ANGHQR BALES WITH TWO 121 I i
2'X 2X 4 STAKES THROUGH Ede Of Pavt. Ed Berated Road Cornea r eeve/ed Rand Corners (0
1-1/2" TYPE S-1 EACH DALE 9 �' Edge Of Povt.-�' �•.-��� r rn � sod �,
ASPHALTIC CONCRETE CONSTRUCT 6" COQUINA BASE _ _ PLAN PLAN f f 0
COMPACTED TO 98% MAX. DRY - - + I I �\`�\ LO -� N
DENSITY PER AASHTO T-180 I z m ro D
METHOD, LBR 100 �-'�. \ �.. I 3r 3 9 y a \
1 I ! (
\ Top Of Curb 3 I Trans. -I Top Of Curb ! _Trans, I y/ I . I / CO m � m z
\ Imo,_
BALED HAY SILT -BARRIER gutter Gutter
PROFIf.E PROFILE. \ 3 3
STABILIZED SUBGRADE MIN. DEPTHOF 8% COMPACTED TO 98% MAX. PERIMETER EROSION AND SEDIMENT CONTROL FLARE[,; END STRAIGHT ENDCC -:-DI z
DRY DENSITY PER AASHTO T-180 NOTES �, re
METHOD, MIN. FBV 50 PSC t CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT CURB AND GUTTER ENDINGS TYPE E AND F
S1TE ON TO HAY OK FADKIG F15NCAE
TYPE SILT DARRIER 15 ACCEPTADL-F- THE DARRIER MUST KEMA�PLACE LWII- UPLAND A
FLEXIBLE PAVEMENT SECTION VEGETATION IS ESTADLI5IED. or 51
2. DEFORE REMOVING SILT DARRIER, CONTRACTOR 5HALL COLLECT AND D15P05E OF ANY TYPE F CURB F.D.O.T. INDEX NO. 300 ca Reinforced W With WWF 6 WIAM j 1, --Sod \ e N
NTS ArWAAWL ATED 51LT. y t„ O
SILT FENCE DETAIL NTS TOP VIEW -SINGLE PIPE I _... � � iii 0 m
SAW -CUT AND TACK 1'-0" . N.T.S. 1-� - 1-� '• �Sa" \4"c I %�\ ~ m n
COAT EXISTING EDGE
EXISTING ASPHALT PROPOSED ASPHALT •PAVEMENT sOo°rtrJ ata Sd° A c Concrete slab. 3'or 51, Thick. 13 ® W V
PAVEMENT FINISH GRADE (GRASS) �a*�. i e e RehMorced WJth WWF 6a5-Wl.�xwis �S� n , Z O tr ••
I.'" ..,1• :,. .' , „„. ,.�, III�IIIIIIIIIIII�IIil�llll�llllf 111If= , a ____ _ W Q
wi�+:: ,,;;;.i.:. r:'��•' CONTROLLED WATER 3'Or 5 T�l
`�° 2ELEVATION i A - -�_ ' or E' Anchor() LL7" 9" \ TOP VIEW -MULTIPLE co)V, _
l LE PIPE Q IL
•' / o He/imi Cor Z
- _ 1
• Yehrt Pt '1r
ADS -
N 1
i
e
s
PERF. ADS N-12 I (NON PERF.) ( � �; � CROS`-' DRAIN W �
EXISTING BASE PROPOSED BASE 1 _ - y r , Ditch Grade far
-SAND ,PLR SNtdit-iu .I ION 2'-0" Re�»ed F�d Rear/rods" ale I MITERED END SECTION 40
EXISTING SUB -GRADE PROPOSED SUB -GRADE I I t48°r 16„ 5' Sod NTS m
L �( N
Imo' MIAMI CURB DETAIL varies E Z
*Slope,
4.1 MHen To E Plpa For Pipes l8' And Similar. � M
II� Pold ,or As Pipe CtMert F (Pipe To Be1wh/ded Under intt Price For Mitered End Section) 2d For Pipes M And Larger. Uj
PAVEMENT SAW -CUT AND BUTT JOINT 2. NTS V Mrten To Ii Plpe For Pipe, Ir And smollec N N o
NTS - , Id For Plpes 2S' And Larger.
I SECTION
z -I O
4'-0" EXTENDED END TREATMENT DETAIL ", . ' ; : ; ®� J Q LL
Q_
NTS P: •t , .. V
SLOPE /PLAN p,.' • P + z ` I Q
A. Faint Slop Front Slop I X I X I Q' m
e ,
•► � � Shope Sand Cement Bags On Upstream End I I W U Co ff �
=1 I X� , X X 3C- TX X III 3' 3 To 45' Bevel 0' At Top To 6" On Lower Y Lr1
Varles (9' Min.) les !6" Min.)'
-I -I I I I I I I=1 t ISI I I -III -III -I 11=1 11=1 11=1 11=1 11=1 11=1 I-'` Sides) For Concrete And Metal Culverts -Bars W Z
������� `
I-ITI-I i I I 1=1 -11=1 -11
fi=l i 1=i i 1=1 11=1 11=1 I �I I I=1 11=I 11=I I EDGE ❑ F- PAVEMENT _
=1 I I=1 II I •• J
1:8 eai►er = -- he Bati;r r _tu
y 3 z
IIIIII�II G +► ►R� �' i- ( _r..,►!•� e• J •: H " 1/2 -
FLOW
H 12' B I \ I 1 r 1 1
► F" '� 0 l O O O O O O O O FLOW LINE OF- - t� r- -Y O
6X6 W1.4 W1.4 WWF _ •- - ��,,1, I Z =
T� '' ^•II ►' ' o' • ? r MODIFIED MIAMI CURB !--r t ' n 1 � \ c " I �4 YI w m O
/ �. I ' �•'N , : _ _ ► ,'� ' "r FL Elev.� r C FL Elev. r C 1- F-
1. ( 0 0 0 0 0 0 0 0 .• j . rvr..wnn
CONCRETE SIDEWALK DETAIL . ' .... •. y r r r _
F F Q
NTS EDGE OF PAVEMENT0 C4 O
� D NOTE; L
6" 1 2°R C IvLJ�� OF GRATE IS 2" CORRUGATED METAL PIPE CONCRETE PIPE
0 0 0 0 BELOW E.O.P. GRADE Note: (l) for concrete and corrugated meta/ pipes. Concrete pipe shown.
t .' •' . 'b (21 The top row of rlprop bags shall be secured by pinning, using No., 4 reinforcing bars
PAVEMENT 35' RAD, ► b; . r . SECTION YY (a) The
18
8id (dohs siallength,
be tsea�red follows.
two bars per
\0 O O t . , , 9 4 P bag, one vertical and one diagonal as shown.
III
3 5 RAD (MIN) (b) The next to lost bag on each end shall be secured with two bars vertically. -
V v� Q / C by a bar which is driven diagonally except that for r�
lc) Bogs booted over; the pipe shall be secured
V
concrete pipe 1wro bars shall, be used for single baps above the pipe.
• / �CO O O TOP VIEW fd1 Intermediate bogs shall be secured with a single bar.
c0 II• o 0 o Bars shall be driven to one Inch below the surface of the bag.
The cost of furnishing and Installing the bars shall be Included In the cost of the rtprop.
- 14
PROVIDE 6 " ; LAYER ❑ E ' TOP OF CUA GUTTER GUTTER FLOW LINE
O O O U.S.F. N0. 5106 DBL CAST 1,20N FRAME 1-1/2" ! FRONT ELEVATION
GRAVEL R❑CK ' ,(2't0 3" DIA;)
OR GRATE, OR EQUAL___ FINISH GRAD , TABLE OF DIMENSIONS AND QUANTITIES FOR ONE ENDWALL : Q
T ❑ PREVENT VEHICLE O o SIZE ONE PIPE CULVERTS TWO PIPE CULVERTS THREE PIPE CULVERTS FOUR PIPE CULVERTS
- G,Ui�D '� CSR '. H T d 8 C F X RIPRAP CY R/PRAP CY R/PRAP CY RIPRAP , C�/
TRACKING ONTO,PAVEMENT e ,,; .• OF
O ti I . •.. ; • . ; ► 't PIPE L CP CMP L CP CMP L CP CMP L CP CMP
-3' 1'-0' 4'-0' 0'-0" 0'-0" 1'-9" 2'-10' 8'-9" 1.2 1.2 11'-7" 1.5 • 1.6 /4'-5" 1.8 1.9' /T-3" L/ L3
'r r e r r , e r r r
24' : 2 -9" 2 -0' 2 -0" 2 -6" 0'-0" 1-9' 3 -5 10 -3' 2.4 2.5 /3 -8" 3.0 3.2 17 -1' 3.7 4.0 20'-6* 4.3 4.7
r r CURB 22" x 44" SQR. 30' 3'-4' 2`-0" 2'-0' 3'-2' 0'-0' 1'-l0' 4'-3"
/2'-0" 3.3 3.4 16'-3" 4.2 4.5 r 20'-6' 5.1 5.5 24'-9" 6.0 6.5
TYPE D CONCRETE `iUI18 0 o C . :► ! ( ' ' 36' 3`-10 2'-0" 2'-0' '3`-8" 0'-0' 1'-10" 5'-1" 13'-6' 4.0 4.2 18'-7" . 5.2 5.7 23'-8" 6.3 6.9 28'-9" 7.4 8.2
• N.T.S. , • , ; 42' 4'-5" 3`-0' 2'-0' 2'-0' .' 2'-4' l' -ll' 6'-0" l5'-3" 6.4 6.7 2/'-3' 8.3 8.9 27'-3" 10.2 1/.2 33'-3" 12.3 /3.4
o O Oo -- °• ' _ 4'-6" MINIMUM, OR48*3'
LARGER _ j " 4'-/1' -Oe 2`-0' 2`-0' 2'-/0" l'-lI" 6'-9" /6'-9 7.7 8./ 23'-6" 10.0 /0.8 30'-3" /2.3 /3.5 37'-0' /4.5 16.2 Q
� � -� AS REQUIRED .� 5e 5'-6' 3'-0' 2'-0` 2'-0' 3'-6" 2'-0' 7'-8' 18'-6' 9.5 10.1. 26'-2" 12.4 /3.5 33'-/0' 15.3 /7.0 41'-6" 18.2 20.4
SET RIM FLUSH WITH PAVED ... , ..:, :•.,...,,..• .... � , � r r r r r' , ,
AREAS, 0.1' ABOVE IN UNPAVED 60' 6 -0" 3 -0' � 2 -0' 2 -0' 4 -0" 2 -0' 8 -6" 20'-0" ICO 1/.7 28 -6" 14.4 15.8 37 -0' 17.8 19.8 45 -6' 21.1 23.8
AREAS AND 0.75' BELOW GRADE :•'b'' k 66" 6'-7' 3'-0'" 2`-0" 41-8" 2'-1" 9'-3' 21'-9" 13.2 14.1 31'-0" 17.2 18.9 40'-3' Z.2 23.7 49'-6' 25.1 28.5
IN GRADED AREAS BRICK OR PRECAST
ADJUSTING RINGS I I I i 72". 7'-/' 3'-0' 2`-0' 2'-0" 5'-2':' 2'-16 /0'-0' 23'-3' 15.0 16.0 33'-3' 19.4 2/.4 43'-3' 23.9 26.8 53'-3' 28.3 32.3
MANHOLE FRAME &COVER 78" 7'-8' 3'-0' 2`-0'. 2'-0' 5' -ION: 2'-2' 10'-9" 25'-0" 17.5 18.7 35'-9' 2L6 25.0 46'-6" 27.8 3G3 5T-3" 32.9 37.6
PIPE DI I I I !PIPE DI
GROUT r.' A PER PLAN I i I ASI PER PLAN 84• 8'-2' 3r_o' 2`-0' 2'-0' 6'-4' 2'•2' ll' -e'26'-6". 19.5 80.9 38'-2' 25.3 28.1 4s' -!o' 3/.1 35.2 6/'-s• 36.9 42.4
\ I FLOW LINE ELEV. STRAIGHT SAND -CEMENT Q
:,. BOTTOM ELEV. --�
6" MINIMUMiii STA;BALIZED MATERIAL ENDWALLS
12" MAXIMUM //� %%� _ _ �.. •' ► ` ,► �. ,.►; r NTS
6" PR =CAST SLAB
NOTE: ELEVATION
FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "1YPE P" o
L1O.r•M IN,, OR "TYPE J", IN AC(:ORDANCE
,d •' •. � •
Ld 0 8' SEE NOTES BELOW I : a < ; i WITH F.D.O.T. STANDARD INDEX No. 200. O
4
TYPICAL MODIFIED MIAMI
I MIAMI CURB INLET (DOUBLE GRATE0.
N. T. S.
QAI II I III I II1I I I1I11 C - _ , -.
N CONSTRUCTION, ENTRANCE DETAILLd
I�r
SEE NOTE 1 v
m BELOW FOR .. ,
WALL THICKNESS aCON TRA C TOR TO REFER TO FDO T INDEX 102 AND l03
NOTE CONTRACTOR TO SWEEP STREETS OR C !J
A. PROVIDE 'ADDITIONAL BMP'S T❑ PREVENT FOR ADDITIONAL EROSION CONTROL DETAILS Q
° •. Q a m
L 6" MINIMUM VEHICLES TRACKING AND ER❑SI❑N, U)
NOTES O
1. MINIMUM WALL THICKNESS SHALL BE FIVE
(5)INCHES OR 1/12 THE INSIDE, DIAMETER.
i 0
2. FILL ANNULAR VOID BETWEEN PIPE AND MANHOLE
WITH GROUT AND FLUSH WITH MANHOLE WALLS.
48 HOURS BEFORE DIGGING SHEET
3. MANHOLE TO BE INSTALLED WITH 24 RING AND COVER CALL TOLL FREE
UNLESS OTHERWISE SPECIFIED.
17800-432 4770,
C6
STANDARD PRE CAST MANHOLE DETAIL SUNSHINE STATE ONE, CALL
( _
NTS OF FLORIDA, INC. ❑ BRUCE A Il 01Ar l FL PE #41529 O F
❑AARON J. BOWLES, FL PE553I3 06-295
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' • „ ' ,; !
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!
ROADWAY NOTES=
STANDARD ENGINEERING NOTES-
i
. .' I .I i
- ---
EROSION AND SEDIMENTATION CONTROL NOTES:
I.
GENERAL NOTES
GENERAL
GENERAL
!
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF T RANSPORTATION "STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION'
1. THE REQUIREMENTS OF FORT PIERCE UTILITIES AUTHORITY STANDARD SPECIFICATIONS AND
CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT
AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS.
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS
DATED 1992 BE USED WHERE
APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE
STANDARD DEfAfLS SHALL GOVERN ALL UTILITIES WORK. WHERE A CONFLICT EXISTS IN
ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS 15 SEDIMENT DUE TO I
BEFORE STARTING CONSTRUCTI ON.
'
STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING
IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER
THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD AND
THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE
EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES '.
OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, • j
2• ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE
TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
STRINGENT,THESE REQUIREMENTS SHALL PREVAIL.
BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN i ' ' !
ATTENTION OF THE ENGINEER BEFORE; COMMENCING, WORK.
CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT.
OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BODIES ' ;
! ;
OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER
I 1
3. CONTRACTOR SHALL OBTAIN 'ALL REQUIRED BUILDING iPERMITS BEFORE
IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS
2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE
COPY OF THE LOCAL GOVERNING AGENCIES UTILITIES STANDARD
WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING ,
COMMENCING WORK.
'RESPONSIBLE
REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO.
�
SPECIFICATIONS AND
STANDARD DETAILS, ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS,
SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT
PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY.
• !' `
4. CONTRACTOR SHALL BE FOR LOCATION OF ALL EXISTING
ALL WORK SHALL BE IN WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE
SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED
'
UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES
CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL
CONSTRUCTION PERMITS.
I I.
MINIMUM STANDARDS
AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS.
ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN
WORK.
3. CONTRACTOR IS RESPONSIBI E FOR CHECKING ACTUAL SITE CONDITIONS BEFORE
!
STARTING CONSTRUCTION.
1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS
. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING
AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT
INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT
4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY
PRIOR APPROVAL OF THE ENGINEER.
THE COMPLETED WORK.
ENGINEER BEFORE COMMENCING WORK.
AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE
TAKES PLACE. . ;.
6. ALL SUBDIVISION CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF TWO YEARS
5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
i.
WITH THE APPLICABLE ORDINANCES OF ST. LUCIE COUNTY, FLORIDA.
FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION
AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN
2 ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD
CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED
7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY HOUSTON,
ADVANCE OF CONSTRUCTION OPERATIONS.
PRIOR TO ANY GRADING OR DISTURBANCE OF, EXISTING SURFACEMATERIAL
SHULKE, BITTLE & STODDARD, INC. .ALL ELEVATIONS ARE PER BENCH-
GRADING
7. N0 FIELD CHANGES OR DEVIATIONS, FROM DESIGN TO BE MADE WITHOUT PRIOR
.
ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS ,
MARK REFERENCED ON THIS SURVEY.
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN
APPROVAL OF THE ENGINEER AND F.P.U.A..
SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING ! 1
OR FLOATING ON TO ADJACENT PROPERTIES. •: I' ;
S. REFER TO SOILS REPORT PREPARED BY K SM ENGINEERING AND TESTING,
GRADES INCLUDING TYPICAL SECTIONS.
CONSTRUCTION IN STREETS AND ROAD RIGHT-OF-WAYS
- ' .
INC., FOR EXISTING SOIL CONDITIONS. I j ,
ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS.
1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO I ! ,'' I
+ I
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED,, ;
I I '
9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -
STAKING
,
OTHER AGENCY WHICH MAY HAVE JURISDICTION.
,' .. I !
ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION 1
I'''
GRADE AND BASE. TESTS SHALL BE PREPARED PER AASHTO T-180
METHOD.
SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY I ' I •
i
CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR.
2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH
FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS.
,
NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER ' '
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO : •
10. SLOPE GRADES FROM ELEVATIONS, SHOWN TO EXISTING GRADE AT
STABILIZING
3. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL
'
AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE'YEAR. '
";
PROPERTY LINE. MAXIMUM ,SLOPE 3:1.
STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN
PER PERMIT, RECEIVE GRASS/ MULCH OR SOLID SOD.
"'
4. DURING CONSTRUCTION OF THE PROJECT, I SOIL STOCKPILES SHALL BE ,;
11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR
FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160
4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY
,'
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
�!'
ANY INSPECTION.
OF THE STANDARD SPECIFICATIONS.
HAVING JURISDICTION.'
APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL I . '
! 12. ALL TRAFFIC CONTROL' DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D.
(TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST
5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE,
AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. : .
STANDARDS. ,
98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF
PUBLIC STREETS OR
I;
''• !
5. A PERMANENT VEGETATIVE
13.- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA
BASE COURSE
HIGHWAYS.
COVER SHALL BE ESTABLISHED ON DENUDED I
AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT ' !
DEPARTMENT OF TRANSPORTATION "STANDARD SP CIFICAT10N5 FOR
THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH
6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHT-OF-WAYS SHALL MEET
I .
VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND ;
ROAD AND BRIDGE CONSTRUCTION", DATED 2000 I
SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF
THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICESCOVER
(U.S.,(
.'! ,
IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS ! r, `
! ! '
THE STANDARD SPECIFICATIONS.
DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING
UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
:. I , 14. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF THE HANDICAPPED 11
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED
JURISDICTION.
TECHNICAL SPECIFICATIONS
6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES . !
IN 'WHITE, RETRO -REFLECTIVE
TRAFFIC PAINT AND IN .ACCORDANCEWITH
DANCE WITH THE FLORIDA DEPARTMENT
COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE
SUCH A5 DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER , : !
I OF TRANSPORTATION (F.D.17.T.) STANDARD SPECIFICATIONS FOR ROAD AND
STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR
SCOPE
INSTALLATION. ! 'I
- I BRIDGE CONSTRUCTION, LATEST EDITION, SECTION 710.
CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED BY AT LEAST 98% OF
1. I ,
THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR
THESE SPECIFICATIONS ARE TO ASSIST THE ENGINEER, DEVELOPER AND CONTRACTOR IN WORK
7. SURFACE RUNOFF FROM DISTURBED AREAS THAT 15 COMPRISED OF FLOW I !"
I • ! !
TO PRIME COAT.
AND METHODS APPROVED BY THE LOCAL GOVERNING AGENCIES.
FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL
15. ALL HANDICAPPED PARKING 5P SHALL BE PROPERLY SIGNED AND '',
PRIME AND TACK COAT I
THE ABOVE MENTIONED ARE RESPONSIBLE FOR THE FOLLOWING:
BE CONTROLLEDACES
BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL,
BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED
MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN
PRIME AND TACK COAT FOR THE BASE SHALL BE IN ACCORDANCE WITH SECTION 300 OF
THE STANDARD
, 1.) ACQUIRING ALL PERMITS, LICENSES AND FEES FOR PROJECTS CONSTRUCTED
SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE
OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE
I STANDARDS INDEX N0. 17346.
16. 'ALL PARKING
SPECIFICATIONS.
INCLUDING ALL TESTS.
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE I• g I
STRIPES WITH THE DCCEPTION OF HANDICAPPED SPACES
SHALL WIDE,
ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.)
SERVED BY THE BASIN.
• BE 4" WHITE REFLECTIVE TRAFFIC PAINT.
,
2.) COMPLETE COORDINATION WITH ALL UTILITY COMPANIES INVOLVED.
I
17. ALL COMPACT PARKING SPACES MARKED "COMPACT" THE STALL
TYPE S-1 ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN
8, AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES . +' : 1
,ON OR
TIRE STOP.
ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS.
3.) COMPLIANCE WITH ANY AND ALL GOVERNING AGENCIES INVOLVED
WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE I • ' ! .
. ;
CORRECTED IMMEDIATELY.
.. i I
TESTING
4.) RELOCATION, EXTENSION, ENLARGEMENT OR REFURBISHMENT OF ANY IMPACTED
,..
,
AREAS OF SERVICE IN OR OUT OF THE LOCAL GOVERNING AGENCY.
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES
I '
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING
a
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
! :
� . :
LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE
MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON
5.) ALL WORK IS TO BE DONE AT NO COST TO THE LOCAL GOVERNING AGENCY.
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
',
I !
:
THE ABOVE ITEMS.
MATERIALS
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR • . ',
I
' - ' ', 1 ,+
THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS:
A.) DRAINAGE PIPING:
OTHER PROTECTION SHALL BE PROVIDED.' . I I'
I
.I. .I !
.
_ A. SUBGRADE
1.) MINIMUM SIZED PIPING SHALL BE 15 OR EQUIVALENT ELLIPTICAL SIZE AND
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN ,
SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE . l
I . • j i'
', 2 • '
(1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE
18" MINIMUM ON COLLECTOR ROADS.
MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT � ' ' !
! I
THAN 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF
VARIATIONS IN SUBSOIL CONDITIONS.
2.) REINFORCED CONCRETE PIPE (RCP) SHALL BE MANUFACTURED BY REPUTABLE
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
I i :
MANUFACTURING PRACTICES, FREE OF HONEY COMBS, EXPOSED STEEL OR BLEED
SEDIMENT. �'
(2) •DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET
THROUGH FROM REINFORCING AND SMOOTH FINISH AT BELL AND SPIGOT ENDS.
` • ,!
` .
!
OR CLOSER AS MIGHT BE NECESSARY.
3.) ASPHALT COATED CORRUGATED METAL PIPE (ACCMP)SHALL BE OF STEEL
12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE I `' i
CHANNELS ARE MADE OPERATIONAf� ADEQUATE OUTLET PROTECTION AND
i ! •' !
B. BASE:
MATERIAL MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF
ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE `'' !• ' !
! '
DENTS, GOUGING OR AREAS NOT PROTECTED BY BITUMINOUS MATERIALS.
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ! ! . !
1 ' A ' ' .
(1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT, MORE THAN 500 FEET
.
OR CLOSER AS MIGHT BE NECESSARY.4.)
ALUMINUM PIPE SHALL BE MANUFACTURED BY REPUTABLE MANUFACTURING
13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS i
'
ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 1 1/2
/
PRACTICES, FREE OF DENTS AND GOUGING. ALUMINUM PIPING MAY REQUIRE
SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT
' ,
INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT
ARCHING FOR LOAD BEARING AREAS AS DETERMINED BY DESIGN ENGINEER AND
TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT I . ,
' ,
EDGE OF THE ITEM TESTED.
THE LOCAL GOVERNING AGENCY.
POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE
1
USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
`
IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE
5.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY I
! '
!
SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S
NONERODIBLE COVER MATERIALS.
! .
,,
EXPENSE. UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET.
6.) SAFET`f BARS SHALL BE PLACED ON PIPE AND MITERED END SECTIONS WHERE
!
ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAILING TESTS SHALL BE
DETERMINED NECESSARY.
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION
VEHICLES, A TEMPORARY STREAM CR05SING CONSTRUCTED OF
I
PAID FOR BY THE CONTRACTOR.
7.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH
NONERODIBLE MATERIAL SHALL BE PROVIDED. I
I .
CLEAN-UP
SAFELY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE
I
r I
EROSION CONTROL MEASURES.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED i
.
THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON
'
B) DRAINAGE STRUCTURES:
IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. ' :
'. I I ,
COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED
CONDITION.
1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED
16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL
DRAINAGE SPECIFICATIONS
BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ' '
.. . ;. . !
ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE
.
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION
2.) ALL CATCH BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST
REINFORCED TYPE UNLESS OTHERWISE APPROVED.
CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY,
SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE ;
I '
425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION.
I
END OF EACH WORKING DAY. . '
,
I - •
CONCRETE SHALL HAVE A MINIMUM 28 -DAY STRENGTH OF 3000 PSI.
3. ALL STRUCTURES SHALL MEET OR EXCEED THE STANDARD SPECIFICATIONS AS
)
17, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE . I
I
' :
ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FYP = 40,000 PSI, AND SHALL
DESIGNATED BY THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM C-
478) 4000 PSI CONCRETE.
WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE '
.
'
BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71.
CRITERIA:
'
PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S
4.) ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY
A NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT '
APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.
COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH.
ONE TIME.
,
STORM SEWER CONSTRUCTION SHALL BEAN ACCORDANCE WITH SECTION 430 AND RELATED
5.) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR '
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF !
I ; • '
SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF
PLANNED PROJECT. CORRESPONDING SHALL BE BETWEEN THE DESIGN ENGINEER
TRENCHES. ., .
; s
! I !
TRANSPORTATION.
AND THE LOCAL GOVERNING AGENCY.
I ' 1.
CONCRETE
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR ! .!
I I '-1 '
C.) OUTFALL SPECIFICATIONS:
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR 'I ; I 1 �
I I
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM
1.) OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES,
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY I - . . :
I I
,
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSL ALL WORK SHALL COMPLY WITH
WEEP HOLES AND DRAW DOWN SYSTEMS AS DETERMINED BY DESIGN ENGINEER
AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. ,
-
THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND
AND THE LOCAL GOVERNING AGENCY.
`
THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH . '
CULVERT PIPES
2.) HARDWARE TO ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS
THESE REGULATIONS. ;• '
' -
L
STEEL MATERIAL
' !
18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED •
.
REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 -OF
D.) MANHOLE COVERS & GRATES:
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE 1
. . ,I ! . ,
THE STANDARD SPECIFICATIONS.
1.) MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE AS
TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, .1.
•
PRECAST LIMITS I
DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH .
. ! I
CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE ; '
i I
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE
2.) MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS, FREE FROM
END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL '" ' '
f
DETAILS SHOWN HEREIN THE PROJECT DETAILS. TYPE II PORTLAND CEMENT, SHALL BE USED
CRACKS HOLES OR COLD SHUTS. FRAMES AND COVERS SHALL CONFORM TO
. .
DISPOSAL AREA. STREET SHALL BE ALLOWED ONLY AFTER
1, ,
1.1
IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28
MINIMUM STANDARD OF USF 1260 SERIES OR EQUIVALENT WITH COVERS
'STORM
.WASHING
SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL ' I ' I•
I ! ,I ! ' 1.' '
DAYS OF 4000 PSI.
STATING SEWER.'
I
APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER '
I I ' '
RECORD DRAWINGS
LAND -DISTRIBUTING ACTIVITIES.
3.) FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, FREE FROM CRACKS,
.
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE'AT ALL
HOLES AND COLD SHUTS. FRAMES AND GRATES SHALL CONFORM TO A MINIMUM
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ;
I I I '
TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN
STANDARD OF USF 4160-6210 OR EQUIVALENT.
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER
f
' 1' I ; I
THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL
THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF
i T
!,
INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET
4.) THROAT INLET SHALL BE USED EXCLUSIVELY WHERE PRACTICABLE AS
THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE • I 1 I
,
! ,
STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO !
DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
i •. : I I
ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL
.:
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ' ' •' ' i I
i i
PAYMENT.
5.) 3' (FOOT)! TRANSITION SHALL'BY UTILIZED FROM TOP INLET TO BACK OF
,.
'
INSPECTION
CURBS.
20. PROPERTIES AND WATERWAYS DOWNSTREAM FROG, CONSTRUCTION SITE
GENERAL NOTES
SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION.
;!
MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH
THE ENGINEER SHALL BE NOTIFIED:
A 24 HOUR NOTICE BY CONTRACTOR FOR REQUIRED INSPECTIONS FOR THE ABOVE MENTIONED
CONSTRUCTION OF E4CH PHASE. i
! I
FACILITIES SHALL BE GIVEN. '
I '
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.
22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE i; .
,
REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FOOT ROADWAY 1.'
B. PRIOR TO BACKFILLING ANY PIPE TRENCHES.
AND TRAFFIC DESIGN STANDARDS. I ,
C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION.
23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE
I
.
EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. ,�, .
. .
D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. .
�,
. E. UPON COMPLETION OF GRADING AND COMPACTION OF THE BASE 'MATERIAL AND PRIOR !
48 HOURS, BEFORE DI.IGGING
TO PRIMING.
f
!
CALL TOLL FREE .-I ; .
F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.
i
JI 80D_ w-477®
1
G. UPON COMPLETION OF CONSTRUCTION.
I
7 1
! I I I.
I
SUNSHINE STATE ONE CALL
1
OF FLORIDA, INC. .
, ,
'
{
.
.
I'
14 `. .
❑ BRUCE A. MOIA, PE #47529, .
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I.
❑AARON J. BOWLES, R. PE #553'3 1
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