HomeMy WebLinkAbout2009 - (#72) Site Plans,, ,•
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3 s� 5\� ,} k\\ o\ 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF INDEX FE 310.
' �� a �" n AND SHALL BE IN ACCORDANCE W/ FOOT INDEX NO. 310, 0; N U Q
\ O � � SNE / F, \ \� 3. AT LEAST THREE <3) COMPRESSIVE STRENGTH CYLINDER 5 -FEET O.C. O O
• G\/ �• \ ^e^ � RS� \�� Nom- � CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT SAMPLES LLB � � w
C\ \ ` R SHA E TAKEN w o =
Ng �, FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS Z o N } o v
/ \ 0 N2. G N \\ \� w
J SSHALL\�� GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH x o F w o r N S
rzUVom U
\ Z GBPS O \\ \ \ \ OWNER CITY OF SEBASTIAA) 4. CONSTR CT REPORTED
FIRM, STABILIZED
7, 14, AND 28 DAYS. w w a 3 w
N
STABILIZED GROUND COMPACTED TO 95Y. MAXIMUM DRY DENSITY. � w � � o a � � _ . w
\ 5. SURFACE WITH LIGHT BROOM FINISH. "I a z w zo S p N
0 \ \
�' Fp. 2 0 \\ SEBASTIAN, FL 32P58 3 W Z
�J \ 7. CONST. 6' THICK AT DRIVEWAYS r o w o m
1225 MAIN ST 6. SOD ALL DISTURBED AREAS. Z wo = a o o rz w ro 5
(772) 589-5330 OPTIONAL DETAILAND
SIDEWALK / BIKEPATH SPECIFICATIONS i�a33:r,N0I WZaS
t_ EX GRED �„ \ \ Q APPLICANT FOUR CHAPLAINS 11ONUMENT COMMITTEE
/ 0 GON sNP P \ 8 102 ROYAL OAK Dl!., #106
VERO BEACH, FL 32960 DEVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS.
(772) 564-0824 BUILDER.
SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME
ENGINEER SCHULKE, BMU AND STODDARD, I.L.C. Z o E
L U
1717 INDIAN RIVER PLVD, SUffE 901 CD
ESR 0 \\ \\
0 0 > VERO BEACH, FL 92660 J v
\ \ (772) 770-9622 � CV
/�� \\ \C PROPOSED USE MEMORIAL �I OW. Q (D
9_ 3. �g 2 b) \ \ \ SAND SET PAVER BRICKS � 0_ –
' 1 �\ / N`� / �CP, \ STREET ADDRESS 500 INDIAN
FL32958 „
Q o�/ o \ 2 \ Z
�3 \ LIJ U)
TAX ID NUMBER(S)
v\P\I? \\ 919906000200090000l1.0 _j
1' SAND • r. • Z L1' �1
CONSTRUCTION SCHEDULE DATE OF COMMENCEMENT: 11/09 ,�
DA 8" COMPACTED SUBGRADE (*) (F.B.V. 50 _ 0 V �_
w,
of COMPLETION. 11/io )-III—III—III=1I-III-III=111=1 Z
/ RGR a�N (98% COMPACTION AASHTO T-180 - – W o W J
Ci . /\ uN <g (0 1� \\ \ SUBGRADE TO BE MIXED TO I—III=1 I I—I I i I I I I I o —
p�P DO �\ 0� \ \ \ / HOMOGENOUS MATERIAL III=III=III—III=ILI=III=J 1=L 0 m a
W 1s� o PNsI EXIST. VETERAN'S 0 z o 0
...,; ` z
�. 0 1z�. Q CONS CONDUIT FOR PG �R -13 / w
U )i 0 �O /- �6� ELECTRIC s�OR OWN ME OR'p� v�� \ FILL COMPACTED TO Z W
CA /j`/ \ �8 �2 C�. \ \ 1" / 98% MAX. DENSITY Z Z >
0 �\ I E J \ 2 CONST. CONDUIT FOR ` �0 \�' \ \ \ 10 Q o
00 FUTURE ATER +p. \ \ @p.
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FUTURE LIGHTS (lYP.)
* 60G
V /
4"x48" ILLUMINATED 8 CONCRETE BOK ::' W
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(B TH S) .�
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(1) COURSE 8U -BLOCK
4708' ILLUMINATED
STUCCO COPING REINF W� (2) #4 CONT H; ::.•. , .• .• W
GLASS MONUMENT ::: LANDSCAPE LEGEND
�. FULLY GROUTED
"(BY OTHERS)::
STUCCO FINISH 8 MASONRY REINF #5
:::::::
..:.:.: •:. *b -SHRUBS OLL- :2 -
VERT AT 48" OC FULLY _
GROUTED
N BRICK PAVERS OR-UNDERSTORY TREES
STAMPED CONCRETE
BRIC
z
STAMP
1-
•1
#4 CONT
TYPICAL WALL DETAIL
SCALE: 1/2' = 1'
MEMORIAL DETAIL
-CANOPY TREES
-GROUND COVER rip m
ire cn�cAnory
JOSEPH W. SCHULKE
FL REQ 'NO. 47048
Q ,1ODAH ll EITTLE
57396
w P S DARD
R 5 605
DETAIL VIE h 1 (1°►
W
SCALE 1"=10' SHEET
1
PROJECT N0.
00-000
Q
0
676' 10/10 W.W.F.
USED H TWIGBONE PATTERN
5' THICK 4.000 P.S•L CONCRETE-- x'x x - x . 'X,—
X,-w•.FILL•
FILLCOMPACTED TO 98% MAX. DENSTIY
=III -1 I I-1 I I-1 I I I II -1 I I-1 L I -1 I I-III=III_
-III
OPTIONAL STAMPED CONCRETE
(NO VEHICLE TRAFFIC)
N.T.S.
4 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH
WITH SIDEWALK
0.02 FT. /FT -TO CURB
Y
Q
4' THICK CONCRETE MINIMUM.
3.000 P.S.I. O 28 DAYS.
O
OR 6" THICK CONCRETE MINIMUM.
o
cN
v
vi
M
3,000 P.S.I. O 28 DAYS IF LOCATED
p
Q
3
WITHIN PUBLIC RIGHT-OF-WAY
p
-i
3
=II
.-
s
Lo
SIDEWALK NOTESI
1. ALL
I
o
MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE
'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND
2
2
3
CYj
w
3 s� 5\� ,} k\\ o\ 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF INDEX FE 310.
' �� a �" n AND SHALL BE IN ACCORDANCE W/ FOOT INDEX NO. 310, 0; N U Q
\ O � � SNE / F, \ \� 3. AT LEAST THREE <3) COMPRESSIVE STRENGTH CYLINDER 5 -FEET O.C. O O
• G\/ �• \ ^e^ � RS� \�� Nom- � CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT SAMPLES LLB � � w
C\ \ ` R SHA E TAKEN w o =
Ng �, FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS Z o N } o v
/ \ 0 N2. G N \\ \� w
J SSHALL\�� GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH x o F w o r N S
rzUVom U
\ Z GBPS O \\ \ \ \ OWNER CITY OF SEBASTIAA) 4. CONSTR CT REPORTED
FIRM, STABILIZED
7, 14, AND 28 DAYS. w w a 3 w
N
STABILIZED GROUND COMPACTED TO 95Y. MAXIMUM DRY DENSITY. � w � � o a � � _ . w
\ 5. SURFACE WITH LIGHT BROOM FINISH. "I a z w zo S p N
0 \ \
�' Fp. 2 0 \\ SEBASTIAN, FL 32P58 3 W Z
�J \ 7. CONST. 6' THICK AT DRIVEWAYS r o w o m
1225 MAIN ST 6. SOD ALL DISTURBED AREAS. Z wo = a o o rz w ro 5
(772) 589-5330 OPTIONAL DETAILAND
SIDEWALK / BIKEPATH SPECIFICATIONS i�a33:r,N0I WZaS
t_ EX GRED �„ \ \ Q APPLICANT FOUR CHAPLAINS 11ONUMENT COMMITTEE
/ 0 GON sNP P \ 8 102 ROYAL OAK Dl!., #106
VERO BEACH, FL 32960 DEVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS.
(772) 564-0824 BUILDER.
SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME
ENGINEER SCHULKE, BMU AND STODDARD, I.L.C. Z o E
L U
1717 INDIAN RIVER PLVD, SUffE 901 CD
ESR 0 \\ \\
0 0 > VERO BEACH, FL 92660 J v
\ \ (772) 770-9622 � CV
/�� \\ \C PROPOSED USE MEMORIAL �I OW. Q (D
9_ 3. �g 2 b) \ \ \ SAND SET PAVER BRICKS � 0_ –
' 1 �\ / N`� / �CP, \ STREET ADDRESS 500 INDIAN
FL32958 „
Q o�/ o \ 2 \ Z
�3 \ LIJ U)
TAX ID NUMBER(S)
v\P\I? \\ 919906000200090000l1.0 _j
1' SAND • r. • Z L1' �1
CONSTRUCTION SCHEDULE DATE OF COMMENCEMENT: 11/09 ,�
DA 8" COMPACTED SUBGRADE (*) (F.B.V. 50 _ 0 V �_
w,
of COMPLETION. 11/io )-III—III—III=1I-III-III=111=1 Z
/ RGR a�N (98% COMPACTION AASHTO T-180 - – W o W J
Ci . /\ uN <g (0 1� \\ \ SUBGRADE TO BE MIXED TO I—III=1 I I—I I i I I I I I o —
p�P DO �\ 0� \ \ \ / HOMOGENOUS MATERIAL III=III=III—III=ILI=III=J 1=L 0 m a
W 1s� o PNsI EXIST. VETERAN'S 0 z o 0
...,; ` z
�. 0 1z�. Q CONS CONDUIT FOR PG �R -13 / w
U )i 0 �O /- �6� ELECTRIC s�OR OWN ME OR'p� v�� \ FILL COMPACTED TO Z W
CA /j`/ \ �8 �2 C�. \ \ 1" / 98% MAX. DENSITY Z Z >
0 �\ I E J \ 2 CONST. CONDUIT FOR ` �0 \�' \ \ \ 10 Q o
00 FUTURE ATER +p. \ \ @p.
QO ,.r ,, g. /// �. ,� \ \ OPTIONAL SAND SET PAVER BRICK DETAIL � %,-40)
0
L.06
\� 4 OPTI
F AE \ ,� ' / �0� `` g , tit� \\ PEDESTRIAN AREA z o w
E _
N
if
FLOOD Z O 0� y . 7c504 s„
o v
W Qco N
I-�
'
8
0� 1
o o
�P�1 \ / / '\ IXIST. PALM TO r' x > '. ' �i N '
vo W o .
I- LI -
��. x
1 p / ' \ BE RE�OCATED r -..:. 3 / — Z v co J IQ
34'
. _ W
„
�11� / _ CN
W � >
....... CONST. CONDUIT FOR o rn
.
RE WATER \ '
TA
N w•, \ FUTU ATE
CONST. CONDUIT FOR _ ? 04
ELECTRIC lad ti
TRELLISCA vla MID.)
O' \RG q,\FLAG POLE
cyl/
�k92
j 50 2 60 / 5 / / �, \ 8,
BENCH
flQS PALM ,,
/ .:. TO
J
o \� RELOCATED
OR /. � .
(�
°
0
F ^^
�B•R
E' D
LLJ
P G / 5 —
100
7.
291 LF
\-9.
o a
To
09
A.
� Oo _
oNE '
00D s'
co
FUTURE LIGHTS (lYP.)
* 60G
V /
4"x48" ILLUMINATED 8 CONCRETE BOK ::' W
O \t
GLASS MONUMENT WALL W/
Y OTHERS) z
Poo
(B TH S) .�
/
-
/ f.✓ p
/
(1) COURSE 8U -BLOCK
4708' ILLUMINATED
STUCCO COPING REINF W� (2) #4 CONT H; ::.•. , .• .• W
GLASS MONUMENT ::: LANDSCAPE LEGEND
�. FULLY GROUTED
"(BY OTHERS)::
STUCCO FINISH 8 MASONRY REINF #5
:::::::
..:.:.: •:. *b -SHRUBS OLL- :2 -
VERT AT 48" OC FULLY _
GROUTED
N BRICK PAVERS OR-UNDERSTORY TREES
STAMPED CONCRETE
BRIC
z
STAMP
1-
•1
#4 CONT
TYPICAL WALL DETAIL
SCALE: 1/2' = 1'
MEMORIAL DETAIL
-CANOPY TREES
-GROUND COVER rip m
ire cn�cAnory
JOSEPH W. SCHULKE
FL REQ 'NO. 47048
Q ,1ODAH ll EITTLE
57396
w P S DARD
R 5 605
DETAIL VIE h 1 (1°►
W
SCALE 1"=10' SHEET
1
PROJECT N0.
00-000
6-X6' 10/10 WIT.
RE1NFORCBW
USED HERRMGM PATUN
5' THICK 4,000 PS.I. CONCRETE-- �-� x x .
F„1 wIIPACTED To ssx MAX 'oE�mY -. -1 I I -L-1 1-111=) 11=1=1 11=1 11=1 I f
=1 I I=1 I I 11=1 I I-1 I I-11 I I T=1 I I-1 11=1 11=1 I L
OPTIONAL STAMPED CONCRETE
(NO VEHICLE TRAFFIC)
N.T.S.
4 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH
WITH SIDEWALK
0.02 FT./FT.. TO CURB_
4" THICK CONCRETE MINIMUM.
3,000 P.S.I. ® 28 DAYS.
OR 6" THICK CONCRETE MINIMUM.
3,000 P.S.I. ® 28 DAYS IF LOCATED
` WITHIN PUBLIC .RIGHT-OF-WAY
SIDEWALK NCITESi
I. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE
'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND
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, 6 FL REG. N0. 47048
MATCH XIS
6.5
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MAX. EXIST.
MATCH EXIST. 2� ,�
• • . NOTE SEE FOUNDATION
5.6t , t • ' • — _ — — — - G. 605
,
6" SHALLOW SWALE p
6• SHALLOW SWALE — , / (4:1 MAX)
(4:1 MAX)\/
/
/ \ P J CT N0.
MEMORIAL DETAIL
:
OWNER CITY OF SEBASTIAN
1225 MAIN ST
SEBASTIAN, FL 32958
(772) 589-5330
APPLICANT FOUR CHAPLAINS MONUMENT COMMITTEE
102 ROYAL OAK DR., #106
VERO BEACH, FL 32960
(772) 564-0824
BNGDVEER : SCHM, BTTTLE AND STODDARD, LLC.
1717 INDIAN RIVER BLVD, SUITE 301
VERO BEACH, FL 32960
(772) 770-9622
PROPOSED USE MEMORIAL
STREET ADDRESS 500 IlQDIATI RIVER DR
SEBASTIAN, FL 32958
TAX ID NUMBERS) 31390600020009000011.0
DATE OF COMMENCEMENT: 02/12
no
0
CONSTRUCTION SCHEDULE DATE OF COMPLETION: 02/13
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. ...., LONGITUDINAL S w
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.�....: MAXAX 5% L w
FOUNTAIN BY OTHERS M :.._: M w = 3
i....5.. «.. f - t!Y
FILL/SET PAD A
LIGHTING ,.,..,
.:«, _ Q��`M�/,F�,,y�SE SLOP
\ ELECTRIC FOR U
. IN. _ \
EL 8.0 N
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OWNER CITY OF SEBASTIAN
1225 MAIN ST
.,
SEBASTIAN, FL 32958
(772) 589-5330
APPLICANT FOUR CHAPLAINS MONUMENT COMMITTEE
102 ROYAL OAK DR., #106 "
VERO BEACH, FL 32960
(772) 564-0824
ENGINEER SCHUIZE, BTITLB AND STODDARD, L.L.C.
1717 INDIAN RIVER BLVD, SUITE 301
VBI{0 BEACH, FL 32980
(772) 770-9622
PROPOSED USE MORIAL
STREET ADDRESS 500 INDIAN RIVER DR
SEBASTIAN, FL 32958
TAX M NUMBER(S) 31390600020009000011.0
DATE OF COIOIENCEMENT: 02/12
rn
CONSTRUCTION SCBBDULE DATE OF COMPLETION: 02/13
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CRASH POSTS
GUIDELINES FOR UNDERGROUND TANK INSTALLATION
3' MINIMUM
CONCRETE
GENERAL CONTRACTOR TO COORDINATE WITH TANK MANUFACTURER, NFPA AND BUILDING
......... . ... ..
'y
DEPARTMENT FOR ADDITIONAL REQUIREMENTS. FEDERAL, STATE AND LOCAL ORDINANCES AND REGULATIONS SHOULD BE OBSERVED AT ALL
......... .
_W11-12 4i�:%
TIMES,
:0 -_-.i
.. . .......
........... . . . . . .
............ . . . . . .
.... ............
v
TANK UNDERGROUND APPROXIMATE EXCAVATION
CONCRETE
500
...................
SIZE DIMENSIONS DIMENSIONS (GENERALLY ALLOW 12� �NACH SIDE)
BASE
GAL:
'XI
500 Gk. W 12' -O'x5'-O"
TANK
m
".0
LP TANK NOTES:
SACRIFICIAL ANODE
I . GENERAL CONTRACTOR TO PROVIDE A 500 CALLON LP TANK NTH ALL PIPING, REGULATOR, CONNECTION TO GENERATOR AND ALL
(MAGNESIUM BAG)
NECESSARY EQUIPMENT TO PROVIDE A COMPLETE INSTALLATION AS PER TANK MANUFACTURER'S SPECIFICATIONS, NFPA-AND
INSTALL JUST BELOW
BUILDING DEPARTMENT REGULATIONS. COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR GENERATOR SERVICE SIZE AND
DOWNGRADE
BOTTOM TANK
CONNECTION REQUIREMENTS.
AWAY FRDM
L_Lj
2. REGARDLESS OF ITS SIZE, ANY ASME TANK FILLED ON SITE MUST BE LOCATED SO THAT FILLING CONNECTION ANQ FIXED LIQUID
DOM E
LEVEL GAUGE AREA AT LEAST 10 FEET FROM EXTERNAL SOURCE OF IGNITION (E.G. OPEN FLAME, ENDOW A/C, COMPRESSOR,
F_
ErC), INTAKE TO DIRECT VENTED GAS APPLIANCE OR INTAKE TO A MECHANICAL VENTILATION SYSTEM.
CA DWELD CONNECTION
... . ...... 0m.:
3. MAY BE REDUCED TO 10 FEET MINIMUM FOR A SINGLE CONTAINER OF 12oO GALLONS WATER CAPACITY OR LESS IF IT IS
TO LJFTING LUG
M
*A
LOCATED AT LEAST 25 FEET FROM ANY OTHER LP -GAS- CONTAJNER OF MORE THAN 125 GALLONS WATER CAPACITY.
4. MINIMUM DISTANCES FROM UNDERGROUND CONTAINERS SHALL BE MEASURED FROM THE RELIEF VALVE AND FILLING LEVEL GAUGE
500 GALLON TANK
VENT CONNECTION AT THE CONTANER, EXCEPT THAT ND PART OF AN UNDERGROUND CONTAINER SHALL BE LESS THAN 10 FEET
ONE #17 ANODE (MIN.)
F -
FROM A BUILDING OR LINE OF ADJOINING PROPERTY WHICH MAY BE BUILT UPON.
50� GAL.
5. WHERE THE CONTAINER MAY BE SUBJECT TO ABRASIVE ACTION OR PHYSICAL DAMAGE DUE TO VEHICULAR TRAFFIC OR OTHER
OPTION #1
LiJ
N
CAUSES, IT MUST BE OTHER:
A. PLACED NOT LESS THAN 2 FEET BELOW GRADE,
CADWELD TO
. ......... ............
8. OTHERWISE PROTECTED AGAINST SUCH PHYSICAL DAMAGE.
TANK
MANUFACTURE'S
C)
LA_
PAD
C>
.... .....
OPTION #2
USE 6" TO 12" COARSE
ATTACHMENT BOLT
SAND IF BACKFILL HAS
TO RISER
ROCKS OR SIMILAR
ABRASIVES IN IT
.M
LP TANK
INSTALLATION DETAILS
.
SCAI F: N.T.S.
. ... .. .... —Ka.:
. . . ....
JOSEPH W. SCHLIIJKE
N . 47043
EIJODAH B. OTTLE
a
FL REGi N n.7 6
EIMUUAM SM A
AERIAL VIEW.,
SCALE f=30'
DkTb
tHE T
21
PRO\IECt NO.
0 81--418
JOSEPH W. SCHULKE, P.E. I SCHULKE, BITTLE & STODDARD, L.L.C.
JODAH B. BITTLE, P.E.
WILLIAM P. STODDARD, Ph.D., P.E.
CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
May 13, 2009
Al Minner, City Manager
City of Sebastian
1225 Main Street
Sebastian, FL 32958
Re: Four Chaplains Monument
Dear Mr. Minner:
Attached please find three (3) copies of our site plan for the Four Chaplains Monument.
This site plan should include all necessary information for your approval with the
exception of the structural engineering for the actual monument. That information will
be provided directly by the contractor under separate cover. If there is anything else we
should provide to assist you in expediting this approval, please let me know.
Please do not hesitate to contact me should you have any questions or require additional
information.
01
W. Schulke, P.E.
Dian George (w/o enclosure)
1717 INDIAN RIVER BLVD., SUITE 201, VERO BEACH, FLORIDA32960
TEL 772 / 770-9622 FAx 772 / 770-9496 EMAIL info@sbsengineers.com
4
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- - - - - - - - - - - - -
FOUR CHAPLAINS MONUMENT
LANDSCAPE OVERVIEW