HomeMy WebLinkAboutAPPROVED CSP-4 Sales TrailerPROPOSED SILT FENCE
PROPOSED 52' x 11.7'
SALES TRAILER
F.F. EL. = 5.9'
3.2
3.2
3.2
4.1
4.0
EXISTING 5
10' x 18' PARKING
SPACES
PROPOSED R1-1
STOP SIGN
AND 24" WIDE
WHITE STOP BAR
A
A
E
18'10'18'10'
EXISTING SIDEWALK
24'
3.3
67'
EXISTING STRIPING
TO REMAINEXISTING TRUNCATED DOME
WARNINGS TO REMAIN
E
PROPOSED R1-1
STOP SIGN
AND 24" WIDE
WHITE STOP BAR WITH 30 LF OF
6" DOUBLE YELLOW.
K
K
PROPOSED SILT FENCE
PROPOSED
TEMPORARY
DOUBLE GATE
24'EXISTING
FIRE HYDRANT
70'
TEMPORARY SWALE/RETENTION
PROVIDE FOR 1.5" OF RETENTION
SALES TRAILER = 609 SF
FOR TRAILER VOLUME = (609 SF) * (1.5" / 12) = 77 CF
PROPOSED SWALE VOLUME = 1,292 CF
4.0
3.0
2.5
10'EXISTING PARKING
AND DRIVEWAYS
(SHADED AREA)
FUTURE
OUANOLOA RESORT
28.7' SETBACK1. LANDING DIM. ARE 5.3'x5.3.
MAX SLOPE ON RAMP IS 6.3%
52'11.7'4.4±
5.9
5.85
3.6
PROPOSED
LANDINGS WITH
HANDRAILS
(BY OTHERS)
5.9
5.85
39.4'5.75
5.55
5.45
5.4 4.154.25
RAMP / LANDING NOTES:
2. RAMP WIDTH IS 4.5' WITH HANDRAIL
MIN INSIDE CLEARANCE IS 3'
3. LANDING AT ENTRANCE IS 11'x5.3'
5'5'1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960SCHULKE, BITTLE & STODDARD, L.L.C.TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comLAST SAVED: 11/22/2021 9:11:45 AM; SAVED BY: DEVON RILEY; DRAWING: J:\2020\20-137 HEATON SEASIDE S. HUTCHINSON ISLAND\PRODUCTION DRAWINGS\CONSTRUCTION PLANS\CSP-3 TRAILERS.DWG; PLOT DATE: 11/22/2021 9:24:42 AMOUANOLOA RESORT7700 SOUTH OCEAN DRIVEJENSEN BEACH, 34957ST. LUCIE, COUNTY, FLORIDAC-100SALES TRAILERPLANNANY
GENERAL SPECIFICATIONS:
NOTE:
IN ACCORDANCE WITH SECTION 2D.38 OF THE M.U.T.C.D., WHEN A STREET INTERSECTS
WITH A MULTILANE ROADWAY OR THE ADJACENT STREET POSTED SPEED LIMIT IS
GREATER THAN OR EQUAL TO 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE A 12"
HIGH BLANK WITH 8" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. WHEN THE
SPEED LIMIT IS LESS THAN 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE AN 8"
HIGH BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGH LOWER CASE LETTERS.
FLAT PLATE, ALCOA # 86054.6063-T6 ALLOY, ETCHED, DEGREASED
WITH #1200 ALODINE FINISH WITH #2277 GREEN SCOTCHLITE
BACKGROUND OR EQUAL.
DIMENSIONS:8"H, 24",30" OR 36"L., .08" THICK ALUMINUM.
MULTI-LANE ROADS DIMENSIONS: 12"H, 24",30" OR 36"L.,
.08" THICK ALUMINUM
LETTERS:NAME - 6" SERIES "B" #2270, SUFFIX LETTERS - 4.5".
SCOTCHLITE (SILVER) OR EQUAL.
MULTI-LANE ROADS LETTERS:NAME - 8" SERIES "B" #2270, SUFFIX
LETTERS - 4.5". SCOTCHLITE (SILVER) OR
EQUAL.
THE STREET NAME MUST BE ON BOTH SIDES OF THE SIGN PLATE.
FRONT VIEW
24", 30" OR 36" LONG
6" TO 8"(UPPERCASE)8" TO 12"St.4.5" TO 6"(LOWERCASE)W1-7DEAD
END
W14-1
4'-0" CENTER TO CENTER MIN.
8'-0" CENTER TO CENTER MAX.
NOTES:
1.INDEX APPLICABLE TO RESIDENTIAL AND MINOR STREETS ONLY. MAJOR
STREETS TO BE EVALUATED ON A CASE-BY-CASE BASIS
2.INSTALL OBJECT MARKERS IN ACCORDANCE WITH INDEX 700-010
3.SEE INDEX 711-001 FOR PAVEMENT MARKINGS
4.OBJECT MARKER SHALL BE 'OM4-1' OR OM-4-3' PER MUTCD LATEST EDITION
5.PER IRC TRAFFIC, THERE SHALL BE (5) RED OBJECT MARKER SIGNS AT A
DEAD END
DIRECTION
OF TRAFFIC
DIRECTION
OF TRAFFIC
DIRECTIONOF TRAFFICDIRECTIONOF TRAFFIC18"18"SIGN POST
SIGN PANEL
REFLECTIVE
BUTTON
ZEE BRACKET
WIND BEAM 4' - 0"12'
MIN
DIRECTIONOF TRAFFICDIRECTIONOF TRAFFICDIRECTIONOF TRAFFICDIRECTIONOF TRAFFICW1-6
12'
MIN12'MINW1-6
STOPR1-1TRAFFIC CONTROLS FOR STREET TERMINATIONS (FDOT STANDARD PLANS FY 2019 - 2020 INDEX 700-109)
GENERAL NOTES:
NO
W14-2W14-1
DEAD
END
30"x30"
OUTLET
30"x30"
R4-7
24"x30"
SPEED
LIMIT
R2-1
X X
24"x30"
R1-1
WHITE ON RED
STOP
30"x30"
W1-6
BLACK ON YELLOW
24"x48"
W1-7
BLACK ON YELLOW
24"x48"
W1-7M
BLACK ON WHITE
SIGN FACE - HIGH INTENSITY RETRO-REFLECTIVE GRADE
SHEETING SIZE - AS SHOWN
COLOR - AS SHOWN
HEIGHT - 7' MEASURED FROM BOTTOM OF THE SIGN TO
HEIGHT OF THE NEAR EDGE OF PAVEMENT, OR TO
TOP OF THE TRAFFIC SEPARATOR.
THICKNESS - (ALUMINUM) : .080 INCHES THICKNESS
(FIBER GLASS OR PLASTIC) : .120 INCHES
BOLTS:- 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN
POSTS:- SIGNS 9 SQUARE FEET AND LARGE SHALL BE
DOUBLE POSTED.
BLACK ON WHITE
LOCATION: 100' TO 200' FROM
SIGNALIZED INTERSECTION AND
AT 2640'
(1/2 MILE) INCREMENTS.
BLACK ON WHITE
LOCATION: ON THE END OF
TRAFFIC SEPARATORS AT
SIGNALIZED INTERSECTIONS;
ON THE END OF TRAFFIC
SEPARATOR WHEN THE
CURVATURE OF THE ROAD
WARRANTS.
BLACK ON YELLOW
LOCATION: 50' FROM LAST
INTERSECTING ROADWAY.
BLACK ON YELLOW
LOCATION: 50' FROM LAST
INTERSECTING ROADWAY.
PAVEMENT
W8-3
30"x30"
BLACK ON YELLOW 6" MAX. RISE12:1 MAX. SLOPEA2% MAX. SL
OPE2% MAX. SL
OPE
LANDSCAPE AREALANDSCAPE AREA5' MIN.1' RADIUSACCESSIBLE RAMPS
N.T.S
NOTES:
1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE
PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA
BUILDING CODE.
2.ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING
ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5%
RUNNING SLOPE AND 2% CROSS SLOPE.
3.CHANGE IN ELEVATION WITHIN THE ACCESSIBLE ROUTE IS NOT TO
EXCEED 12" WITHOUT A CURB RAMP.
4.UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR
ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY
200 FEET.
5.ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH
THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH
END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN.
6.THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE
A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE
OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS.
7.ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT
SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE
DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING.
8.SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6"
INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL
RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C
11-4.8.
9.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC
RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES,
SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304.
10.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING
THE FULL WIDTH AND DEPTH OF THE RAMP
11.DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMES
PER LOCAL BUILDING CODE REQUIREMENTS AND FDOT
REGULATIONS.
36"36"
44"48"
44"60"
A
MINIMUM DIMENSION
B
NO DOORWAY
AT INSWING/SLIDING DOOR
AT OUTSWING DOOR
RAMP LOCATION 6" MAX. RISE12:1 MAX. SLOPE6" MAX. RISE12:1 MAX. SLOPE2% MAX. SL
OPE
2% MAX. SL
OPE60"60"6' MAX.6' MAX.AB6' MAX.2% MAX. SL
OPE12:1 MAX.SLOPE12:1 MAX.SLOPE6" M
A
X.
RI
S
E
12:1
M
A
X.
S
L
O
P
E 36"BUILDING WALL
OR 6"x6" CURB
DETECTABLE WARNING
(SEE NOTE 10)
DETECTABLE
WARNING
(SEE NOTE 10)
DETECTABLE WARNING
(SEE NOTES 10 & 11)
12"
THESE SIGNS TYPICAL AT EACH
ACCESSIBLE PARKING SPACE
18"12"6"5'PARKING BY
DISABLED
PERMIT
ONLY
$ 250 FINE
F.S. 318.18
FTP-22-0618"FTP-21-06
NOTES:
1.THIS SIGN MAY ALSO BE WALL MOUNTED
ACCESSIBLE PARKING SIGN
N.T.S
FINE PER
LOCAL CODE 2% MAX.CROSSSLOPE *60°2' VEHICLE OVERHANG(AS INDICATED ON PLAN)12'12'
PER
LOCAL
CODE5'PERLOCALCODE44" MIN. *2"2"6" BLUE6" BLUE2"6" BLUE6" WHITE6" WHITE
6" W
HI
T
E
ACCESSIBLE
PARKING SIGN
TYPICAL ACCESSIBLE STRIPING
SCALE: N.T.S
6"
WHITE
(TYP.)
4"
WHITE
(TYP.)
2% MAX. SLOPE IN
ANY DIRECTION
WITHIN ACCESSIBLE
PARKING SPACES
6" EQUALLY
SPACED CHEVRONS CLEARONLY APPLIES IN SITUATIONS WITH
ACCESSIBLE PATH LOCATED
AT EDGE OF PARKING SPACES
* NOTE :
-THIS DETAIL IS FOR STRIPING
DETAIL ONLY. PARKING SPACE
CONFIGURATION SHOULD BE
AS DEPICTED ON SITE PLAN
GENERAL NOTE :
GENERAL GRADING NOTES:
1.ALL SIDEWALKS, NEW & RECONSTRUCTED SHALL MEET ADA REQUIREMENTS:
1.1.MAX 2% CROSS SLOPE
1.2.MAX 5% LONGITUDINAL SLOPE
1.3.MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, AT 2% MAX SLOPE ALL WAYS
1.4.MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR RAMPS. LENGTH MAY BE INCREASE IF HANDRAIL IS
PROVIDED
2.ALL SLOPES 6:1 OR STEEPER SHALL BE STABILIZED WITH SOD.
3.SIDEWALK SHALL NOT BE MORE THAN 2.0% OR LESS THAN 1.0%DRPER SLC COMMENTS08-23-2021DRPER BUILDING DEPARTMENT COMMENTS10-12-2021STRIPING KEY
NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST.
A = 6" SOLID WHITE
B = 8" SOLID WHITE
C = 12" SOLID WHITE
D = 18" SOLID WHITE
E = 24" SOLID WHITE
F = 6" SKIP WHITE TYP (10'-30')
G = 6" SKIP WHITE TYP (6'-10')
H = 6" SKIP WHITE TYP (2'-4')
I = 6" SOLID YELLOW
J = 18" SOLID YELLOW
K = 6" DOUBLE YELLOW
L = 6" SKIP YELLOW TYP (10'-30')
M = 6" SKIP YELLOW TYP (6'-10')
N = 6" SKIP YELLOW TYP (2'-4')
P = RPM MONO-DIRECTIONAL WHITE/MONO
Q = RPM BI-DIRECTIONAL AMBER/AMBER
R = FDP WHITE
S = FDP YELLOW
T = RPM BI-DIREC. WHITE/RED
5
5
5
5
1 2 4 53
CROSSWALK & STOP BAR PLACEMENT
TAPER ACROSS SIDE STREET OR MAJOR DRIVE
NOTE:
HANDICAP OR WHEEL CHAIR
ACCESS RAMPS DICTATE
TYPICAL CROSSWALK PLACEMENT
STANDARD CROSSWALKS SHALL
BE INSTALLED AT SIGNALIZED
OR STOP SIGN CONTROLLED
INTERSECTIONS AS PER DESIGN 4'-0"6' TO 10'INSIDEPER PLANSHOULDER
STANDARD CROSSWALK
SHOULDER
2' GAP MIN.
F
I
A
E
C
C
E C
(SNS) or (D-3)
STREET NAME SIGN
3
1
4
2
5