HomeMy WebLinkAboutLEWIS_RET_WALL_LOCAL_SET DocuSign Envelope ID:OD326774-4B69-4333-83FA-A8E233D8602B
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DocuSigned by:
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THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY PROPOSED UPLAND RETAINING WALL
CHRISTPRINTED
OPHER COPIES OUSHORE,OF
DOCUMENT
TARE. PLAN VIEW- EXISTING CONDITIONS
PRINTED COPIES OF THIS DOCUMENT ARE NOT CHRISTOPHER R.CROUSHORE,PE
CONSIDERED SIGNED AND SEALED,THE SIGNATURE SCALE 1�� 3�� FLORIDA PE#74580
MUST BE VERIFIED ON ELECTRONIC DOCUMENTS."
SCALE 1-301
Croushore Marine Engineering Inc, DATE: 11.17.1.17.
21 RAYMOND LEWIS
100ANDROS ROAD,PALM SPRINGS,FLORIDA33461 PORT ST LUCIE, FL 1-P
PH(561)951-6036
I
FL CERT OF AUTH#30254 PROPOSED UPLAND RETAINING WALL
DRAWN BY CRC PLAN VIEW-EXISTING CONDITIONS SHEETI OF4
DocuSign Envelope ID:OD326774-4B69-4333-83FA-A8E233D8602B
***NOTES***
- LAYOUT PER ST LUCIE COUNTY PROPERTY APPRAISER MAP
- NEW UPLAND RETAINING WALL TO BE 7'-9' UPLAND OF MHW
-SILT FENCE UP BETWEEN NEW WALL AND SHORELINE.
- PROPOSED CAP NOT SHOWN FOR CLARITY
- 10.5 LF RETURNS AT EACH END WITHIN PROPERTY LIMITS
ROPOSED UPLAND
RETAINING WALL AV
• i
VANGUARD STD x6'
-0 OSED , o TIE
BACK - •D
DEADMAN RAYMOND
PORT ST LUCIE, FIL 34952
72- _j
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cuSigned by:
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PROPOSED UPLAND RETAINING WALL �,VtSfbp�t,V C,YbUSVt,
THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY C BBSAEF7D9E96435...
CHRISTOPHER CROUSHORE,FL PE#74580. PLAN VIEW- PROPOSED CONDITIONS
PRINTED COPIES OF THIS DOCUMENT ARE NOT CHRISTOPHER R.CROUSHORE,PE
MOUSTIBEERED vERFIED ON E AND
LECTRONIIC DOCU ENTS." SCALE 1" =20' FLORIDA PE#74580
SCALE 1
Croushore Marine Engineering Inc, DATE: 11.17.1.17.
21 RAYMOND LEWIS
100ANDROS ROAD,PALM SPRINGS,FLORIDA33461 PORT ST LUCIE, FL P-2
PH(561)951-6036
FL CERT OF AUTH#30254 PROPOSED UPLAND RETAINING WALL
DRAWN BY: CRC PLAN VIEW-PROPOSED CONDITIONS SHEET OF
DocuSign Envelope ID:OD326774-4B69-4333-83FA-A8E233D8602B
***NOTES***
- NEW RETAINING WALL 7'-9' UPLAND OF MHW
-TIE BACK ROD TO BE HDG GRADE 50 STEEL
- BOLT ASSEMBLY KIT INCLUDES: 5/8" (ID) HEAVY HEX NUT, 3" FLAT WASHER
- SEE D-1 FOR CAP REINFORCEMENT DETAILS, DEADMAN DETAILS
- CLEAN BACKFILL AND RE-SOD AREA WITH MATCHING SOD TO BRING SITE TO PRE-PROJECT CONDITIONS
5/8"0 TIE BACK ROD
x10'W/2'x2' PT
WOOD DEADMAN
ANCHOR @ 9' OC
(MAX), 10-ANGLE
PROPOSED 18x18
VANGUARD STANDARD REINFORCED CONCRETE UPLAND
x6'VINYL CAP
SHEET PILE SEAWALL
CLEAN HAND
COMPACTEDFILL
JET FILTER JF2.5-ABS ¢-= 01 /
WEEPHOLE @ 6' OC
MHW[~7' (MIN) -+
DLINE \ \ \ \
MU \ ( N \ \ \ \ \
\ \ P TI \ \ \ \
\ \
DocuSigned by:
'FSSiO:PLE„G:..
DocuSigned by:
EBB5AEF7D9E96435...A,vistbr(tt ' (rush, m
THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY
CHRISTOPHER CROUSHORE,FL PE#74580. TYPICAL CROSS-SECTION VIEW
PRINTED COPIES OF THIS DOCUMENT ARE NOT C CROSS-SECTION J C VIEW CHRISTOPHER R.CROUSHORE,PE
CONSIDERED SIGNED AND SEALED,THE SIGNATURE SCALE 1" 3' FLORIDA PE#74580
MUST BE VERIFIED ON ELECTRONIC DOCUMENTS."
SCALE 1"=3'
Croushore Marine Engineering Inc, DATE: 11.17.21 RAYMOND LEWIS
100ANDROS ROAD,PALM SPRINGS,FLORIDA33461 PORT ST LUCIE, FL I�JJ Cam+-1
PH(561)951-6036
I
FL CERT OF AUTH#30254 PROPOSED UPLAND RETAINING WALL
DRAWN BY CRC TYPICAL CROSS-SECTION VIEW SHEET OF
DocuSign Envelope ID:OD326774-4B69-4333-83FA-A8E233D8602B
***NOTES***
- CONCRETE TO BE 5000 PSI WITH CORROSION INHIBITOR ADDITIVE
-ALL REBAR TO BE GRADE 60 PER ASTM A615
-ALL REBAR TO HAVE 3" (MIN) CONCRETE COVER
-#5 REBAR TO HAVE 28" (MIN)OVERLAP PROPOSED A x 18"
1'-6" CONCRETE CAP
52" OC PROPOSED 3/4" CHAMFER
ON EXPOSED EDGES
3 PROPOSED#5 REBAR
@ 5.5" OCEW
1'-6" PROPOSED#3 STIRRUPS
52" OC i 1' (MIN) @ 12"OC
3" 3" h�
PROPOSED VANGAURD STANDARD
VINYL SHEET PILE x6'
PROPOSED RETAINING WALL CAP
DETAILS VIEW
SCALE 1" = 1'
***NOTES***
-ALL WOOD TO BE SYP, GRADE 1 OR BETTER
3„
4
2' _
L
PROPOSED 2x8 (TYP) DocuSigned by:
FRONT VIEW SIDE VIEW
F,,`S ONAoa�.HV;.
EDocuSigned by:
BB5AEF7D9E96435...aisfapltiw' (ruksl�, m
THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY
CHRISTOPHER CROUSHORE,FL PE#74580. PROPOSED DEAD MAN DETAILS
PRINTED COPIES OF THIS DOCUMENT ARE NOT �� — CHRISTOPHER R.CROUSHORE,PE
CONSIDERED SIGNED AND SEALED,THE SIGNATURE SCALE 1 —2
MUST BE VERIFIED ON ELECTRONIC DOCUMENTS." FLORIDA PE#74580
Croushore Marine Engineering Inc, SCALE AS NOTED
DATE: 11.17.21 RAYMOND LEWIS
100ANDROS ROAD,PALM SPRINGS,FLORIDA33461 PORT ST LUCIE, FL D-1
PH(561)951-6036 I
FL CERT OF AUTH#30254 PROPOSED UPLAND RETAINING WALL
DRAWN BY CRC DETAILS VIEW SHEET40F4