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C8.6 RESTROOM CONSTRUCTION DETAILS - DNREC · typical construction details designed by ... all...
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C6.2 AS NOTED TYPICAL CONSTRUCTION DETAILS DESIGNED BY: DRAWN BY: DATE: SCALE: CHECKED BY: SHEET NO.: REVISIONS: CONTRACT NO.: NOVEMBER 14, 20 SLR CIVIL ENGINEER: E N G I N E E R I N G CENTURY SEAL: DLD WJH WCCSP TRI-VALLEY TRAIL CONSTRUCTION PLANS NO. 11204 R E G I S T E R E D D E L A W A R E * P R O F E S S I O N A L E N G I N E E R * W A L T E R J . H O E Y , I I I CEI CONTRACT NO.: 125002.17 2016-WCCSP-100 ACCESSIBLE PARKING DETAIL SCALE: 1/4" = 1'-0" 3 C6.2 2 C6.2 1 C6.2 TIMBER GUARDRAIL DETAIL SCALE: AS SHOWN TIMBER GUARDRAIL DETAIL SCALE: AS SHOWN 4 C6.2 DRIVEWAY APRON DETAIL SCALE: NONE 5 C6.2 TIMBER FENCE DETAIL SCALE: NONE
Transcript of C8.6 RESTROOM CONSTRUCTION DETAILS - DNREC · typical construction details designed by ... all...
C6.2
AS NOTED
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CAL
CONS
TRUC
TIO
N D
ETAI
LS
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
RE
G I STERED
D
E L A W A R
E
* PROFESS I ONA L ENGINEE
R *
WALTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
ACCESSIBLE PARKING DETAILSCALE: 1/4" = 1'-0"
3C6.2
2C6.2
1C6.2
TIMBER GUARDRAIL DETAILSCALE: AS SHOWN
TIMBER GUARDRAIL DETAILSCALE: AS SHOWN
4C6.2
DRIVEWAY APRON DETAILSCALE: NONE
5C6.2
TIMBER FENCE DETAILSCALE: NONE
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"RESERVED PARKING" "VAN ACCESSIBLE" SIGNS
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CONCRETE WHEEL STOP (TYP.)
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4" WIDE BLUE PAINT STRIPE (TYP.)
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BLUE STENCILED SYMBOL
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4" WIDE WHITE PAINT STRIPE (TYP.)
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9'-0"
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9'-0"
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9'-0"
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9'-0"
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BLUE STENCILED SYMBOL
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4" WIDE BLUE PAINT STRIPE (TYP.)
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NOTES: : 1.CONSTRUCT DRIVEWAY APRONS AT THE FOLLOWING CONSTRUCT DRIVEWAY APRONS AT THE FOLLOWING LOCATIONS ON SMITH MILL ROAD: 1.1.518+87 RT. 518+87 RT. 1.2.526+30 RT. 526+30 RT. 1.3.529+55 RT. 529+55 RT. 2.PAVEMENT SECTION TO MATCH ADJACENT SMITH MILL PAVEMENT SECTION TO MATCH ADJACENT SMITH MILL ROAD SECTION.
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PRE-DRILL PLANKS FOR SCREWS
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* EVERY 5TH POST SHALL BE ENCASED IN CONCRETE FOR STABILIZATION. BEGINNING POST AND END POST OF EACH RUN SHALL BE ENCASED IN CONCRETE FOR STABILIZATION.
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* BACKFILL WITH #57 STONE
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FASTEN RAIL WITH 2 EACH NO. 12 GALVANIZED WOOD SCREWS, 3" LONG
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6"X6"(TYP.) WOOD POST PRESSURE TREATED SYP (0.40 ACQ)
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2"X6"(TYP.) WOOD RAIL PRESSURE TREATED SYP (0.25 ACQ)
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FINISHED GRADE
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
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DESCRIPTION:
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BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C6-2_ConstructionDetails.dwg, 11/14/2016 4:58 PM, 11/14/2016 4:58 PM11/14/2016 4:58 PM
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
REG I STERED
D
E L A W A R
E
* PROFESS I ONA L ENG I N
EER
*
WALTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100SCALE: 1" = 5'
20'10'5'0'C6.3
AS SHOWN
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LOT 3 SIDEWALK LAYOUTSCALE: 1" = 5'-0"
1C6.3
NOTES:
ADDITIONAL NOTES:
LOT 3 SIDEWALK SECTIONSCALE: 1" = 1'-0"
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2
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C6.3
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PCC SIDEWALK
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PCC SIDEWALK
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PCC CURB
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CURB CUT W/ TRUNCATED DOMES AND ADA RAMP
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PCC CURB
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PREMANUFACTURED RESTROOM BUILDING
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TRUNCATED DOMES
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8" RAISED CURB W/ RIPRAP AT INLET
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TAPER CURB END
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TAPER CURB END
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TAPER CURB END
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TRUNCATED DOMES
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PCC CURB TYPE 1-8
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BUILDING FACE INSTALL NEOPRENE EXPANSION MATERIAL AND SILICONE SEALANT
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CONSTRUCTION JOINT (TYP.) INSTALL NEOPRENE EXPANSION MATERIAL AND SILICONE SEALANT
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PCC SIDEWALK, 4" (ITEM 705001)
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4" GRADED AGGREGATE BASE COURSE, TYPE B (ITEM 302005)
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DESCRIPTION:
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1.2" HDPE WATER STUB W/ CAPPED END. 2" HDPE WATER STUB W/ CAPPED END. 2.6" PVC SANITARY STUB W/ CAPPED END. 6" PVC SANITARY STUB W/ CAPPED END. 3.3" PVC ELECTRIC STUB W/ CAPPED END. 3" PVC ELECTRIC STUB W/ CAPPED END. 4.17'-0"x 19'-8" PREMANUFACTURED RESTROOM. 17'-0"x 19'-8" PREMANUFACTURED RESTROOM. 5.UTILITY CUT-OUT IN BUILDING CONCRETE SLAB. UTILITY CUT-OUT IN BUILDING CONCRETE SLAB. 1.CONTRACTOR SHALL REFER TO PLAN SHEETS C8.1 THROUGH CONTRACTOR SHALL REFER TO PLAN SHEETS C8.1 THROUGH SHALL REFER TO PLAN SHEETS C8.1 THROUGH SHALL REFER TO PLAN SHEETS C8.1 THROUGH REFER TO PLAN SHEETS C8.1 THROUGH REFER TO PLAN SHEETS C8.1 THROUGH TO PLAN SHEETS C8.1 THROUGH TO PLAN SHEETS C8.1 THROUGH PLAN SHEETS C8.1 THROUGH PLAN SHEETS C8.1 THROUGH SHEETS C8.1 THROUGH SHEETS C8.1 THROUGH C8.1 THROUGH C8.1 THROUGH THROUGH THROUGH C8.6 FOR ADDITIONAL RESTROOM INFORMATION. FOR ADDITIONAL RESTROOM INFORMATION. 2.ALL PROPOSED SANITARY SEWER LATERAL PIPING SHALL BE PVC ALL PROPOSED SANITARY SEWER LATERAL PIPING SHALL BE PVC PROPOSED SANITARY SEWER LATERAL PIPING SHALL BE PVC PROPOSED SANITARY SEWER LATERAL PIPING SHALL BE PVC SANITARY SEWER LATERAL PIPING SHALL BE PVC SANITARY SEWER LATERAL PIPING SHALL BE PVC SEWER LATERAL PIPING SHALL BE PVC SEWER LATERAL PIPING SHALL BE PVC LATERAL PIPING SHALL BE PVC LATERAL PIPING SHALL BE PVC PIPING SHALL BE PVC PIPING SHALL BE PVC SHALL BE PVC SHALL BE PVC BE PVC BE PVC PVC PVC (POLYVINYL CHLORIDE) SCHEDULE 35 PIPING UNLESS OTHERWISE CHLORIDE) SCHEDULE 35 PIPING UNLESS OTHERWISE CHLORIDE) SCHEDULE 35 PIPING UNLESS OTHERWISE SCHEDULE 35 PIPING UNLESS OTHERWISE SCHEDULE 35 PIPING UNLESS OTHERWISE 35 PIPING UNLESS OTHERWISE 35 PIPING UNLESS OTHERWISE PIPING UNLESS OTHERWISE PIPING UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE REQUIRED BY THE NEW CASTLE COUNTY DEPARTMENT OF BY THE NEW CASTLE COUNTY DEPARTMENT OF BY THE NEW CASTLE COUNTY DEPARTMENT OF THE NEW CASTLE COUNTY DEPARTMENT OF THE NEW CASTLE COUNTY DEPARTMENT OF NEW CASTLE COUNTY DEPARTMENT OF NEW CASTLE COUNTY DEPARTMENT OF CASTLE COUNTY DEPARTMENT OF CASTLE COUNTY DEPARTMENT OF COUNTY DEPARTMENT OF COUNTY DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF OF OF SPECIAL SERVICES. 3.ALL WATER PIPING SHALL BE HDPE SDR9, UNLESS NOTED ALL WATER PIPING SHALL BE HDPE SDR9, UNLESS NOTED WATER PIPING SHALL BE HDPE SDR9, UNLESS NOTED WATER PIPING SHALL BE HDPE SDR9, UNLESS NOTED PIPING SHALL BE HDPE SDR9, UNLESS NOTED PIPING SHALL BE HDPE SDR9, UNLESS NOTED SHALL BE HDPE SDR9, UNLESS NOTED SHALL BE HDPE SDR9, UNLESS NOTED BE HDPE SDR9, UNLESS NOTED BE HDPE SDR9, UNLESS NOTED HDPE SDR9, UNLESS NOTED HDPE SDR9, UNLESS NOTED SDR9, UNLESS NOTED SDR9, UNLESS NOTED UNLESS NOTED UNLESS NOTED NOTED NOTED OTHERWISE. 4.CONDUIT FOR UNDERGROUND ELECTRICAL SHALL BE PVC CONDUIT FOR UNDERGROUND ELECTRICAL SHALL BE PVC FOR UNDERGROUND ELECTRICAL SHALL BE PVC FOR UNDERGROUND ELECTRICAL SHALL BE PVC UNDERGROUND ELECTRICAL SHALL BE PVC UNDERGROUND ELECTRICAL SHALL BE PVC ELECTRICAL SHALL BE PVC ELECTRICAL SHALL BE PVC SHALL BE PVC SHALL BE PVC BE PVC BE PVC PVC PVC SCHEDULE 80. 6.EXTEND ALL UTILITY STUBS 5 FEET BEYOND EDGE OF SIDEWALK, EXTEND ALL UTILITY STUBS 5 FEET BEYOND EDGE OF SIDEWALK, ALL UTILITY STUBS 5 FEET BEYOND EDGE OF SIDEWALK, ALL UTILITY STUBS 5 FEET BEYOND EDGE OF SIDEWALK, UTILITY STUBS 5 FEET BEYOND EDGE OF SIDEWALK, UTILITY STUBS 5 FEET BEYOND EDGE OF SIDEWALK, STUBS 5 FEET BEYOND EDGE OF SIDEWALK, STUBS 5 FEET BEYOND EDGE OF SIDEWALK, 5 FEET BEYOND EDGE OF SIDEWALK, 5 FEET BEYOND EDGE OF SIDEWALK, FEET BEYOND EDGE OF SIDEWALK, FEET BEYOND EDGE OF SIDEWALK, BEYOND EDGE OF SIDEWALK, BEYOND EDGE OF SIDEWALK, EDGE OF SIDEWALK, EDGE OF SIDEWALK, OF SIDEWALK, OF SIDEWALK, SIDEWALK, SIDEWALK, CAP, AND SET WITNESS POSTS. 7.PCC CURB SHALL TAPER AT EACH END.PCC CURB SHALL TAPER AT EACH END.
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C6.3
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
REG I STERED
D
E L A W A R
E
* PROFESS I ONA L ENG I N
EER
*
WALTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100SCALE: 1" = 10'
30'20'10'0'C6.4
AS SHOWN
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CAL
CONS
TRUC
TIO
N DE
TAIL
S
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PROPOSED RESTROOM
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PROPOSED RESTROOM
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PROPOSED RESTROOM
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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DESCRIPTION:
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BY:
THOM
PSON
STA
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STOP
NINE FOOT ROAD
STOP
STOPTRAILX-ING
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NINE FOOT ROAD
RESERVED
PARKING
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DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
REG I ST ERED
D
E L A W A RE
* PROFESS I ONA L ENG I N
EER
*
WA
LTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
SCALE: 1" = 30'
90'60'30'0'
C7.1
1" = 30'
SIG
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AND
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LANSIGNING AND STRIPING - THOMPSON STATION ROAD
SCALE: 1" = 10'SIGNING AND STRIPING - NINE FOOT ROAD
SCALE: 1" = 10'
SIGNING AND STRIPING - PARKING LOT 1SCALE: 1" = 20'
SIGNING AND STRIPING - PARKING LOT 3SCALE: 1" = 30'
1
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PAVEMENT MARKING S LEGEND
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SIGN DETAILSSCALE: N.T.S.
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5
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SIGN POST DETAILSSCALE: 1
4"= 1'-0"
FARM CROSSING SIGNING AND STRIPINGSCALE: 1" = 10'
5
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J.W.
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C.B.
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EXISTING CROSSWALK
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EXISTING CONCRETE SIDEWALK AND ACCESSIBLE RAMP
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PROPOSED BOLLARDS, SEE DETAIL SHEET C6.1
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PROPOSED BOLLARDS, SEE DETAIL SHEET C6.1
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C.B.
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RELOCATED MAILBOXES
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WOOD GUARD RAIL
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R7-8 12X18
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RED
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R1-1(18) 18X18
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W11-15 18"x18"
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W11-15P 24"x18"
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W16-7P 24"x12"
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W11-5 18"x18"
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OM3-R(B) 5"x18"
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NOTES: 1.DESIGN, FABRICATION AND INSTALLATION OF ALL DESIGN, FABRICATION AND INSTALLATION OF ALL FABRICATION AND INSTALLATION OF ALL FABRICATION AND INSTALLATION OF ALL AND INSTALLATION OF ALL AND INSTALLATION OF ALL INSTALLATION OF ALL INSTALLATION OF ALL OF ALL OF ALL ALL ALL PERMANENT SIGNING SHALL BE AS OUTLINED IN THE SIGNING SHALL BE AS OUTLINED IN THE SIGNING SHALL BE AS OUTLINED IN THE SHALL BE AS OUTLINED IN THE SHALL BE AS OUTLINED IN THE BE AS OUTLINED IN THE BE AS OUTLINED IN THE AS OUTLINED IN THE AS OUTLINED IN THE OUTLINED IN THE OUTLINED IN THE IN THE IN THE THE THE 'GUIDE FOR FABRICATION AND INSTALLATION OF TRAFFIC FOR FABRICATION AND INSTALLATION OF TRAFFIC FOR FABRICATION AND INSTALLATION OF TRAFFIC FABRICATION AND INSTALLATION OF TRAFFIC FABRICATION AND INSTALLATION OF TRAFFIC AND INSTALLATION OF TRAFFIC AND INSTALLATION OF TRAFFIC INSTALLATION OF TRAFFIC INSTALLATION OF TRAFFIC OF TRAFFIC OF TRAFFIC TRAFFIC TRAFFIC CONTROL DEVICES' LATEST EDITION. 2.SIGNS TO BE INSTALLED WOODEN, 4"x4" SOUTHERN SIGNS TO BE INSTALLED WOODEN, 4"x4" SOUTHERN TO BE INSTALLED WOODEN, 4"x4" SOUTHERN TO BE INSTALLED WOODEN, 4"x4" SOUTHERN BE INSTALLED WOODEN, 4"x4" SOUTHERN BE INSTALLED WOODEN, 4"x4" SOUTHERN INSTALLED WOODEN, 4"x4" SOUTHERN INSTALLED WOODEN, 4"x4" SOUTHERN WOODEN, 4"x4" SOUTHERN WOODEN, 4"x4" SOUTHERN 4"x4" SOUTHERN 4"x4" SOUTHERN SOUTHERN SOUTHERN YELLOW PINE PRESSURE TREATED POST, ACQ 0.4 PCF. 3.SIGNS GREATER THAN 36 INCHES IN WIDTH SHALL BE SIGNS GREATER THAN 36 INCHES IN WIDTH SHALL BE GREATER THAN 36 INCHES IN WIDTH SHALL BE GREATER THAN 36 INCHES IN WIDTH SHALL BE THAN 36 INCHES IN WIDTH SHALL BE THAN 36 INCHES IN WIDTH SHALL BE 36 INCHES IN WIDTH SHALL BE 36 INCHES IN WIDTH SHALL BE INCHES IN WIDTH SHALL BE INCHES IN WIDTH SHALL BE IN WIDTH SHALL BE IN WIDTH SHALL BE WIDTH SHALL BE WIDTH SHALL BE SHALL BE SHALL BE BE BE INSTALLED ON TWO (2) POSTS. 4.IF NO CURB, PLACE SIGN 6'-0" FROM EDGE OF IF NO CURB, PLACE SIGN 6'-0" FROM EDGE OF NO CURB, PLACE SIGN 6'-0" FROM EDGE OF NO CURB, PLACE SIGN 6'-0" FROM EDGE OF CURB, PLACE SIGN 6'-0" FROM EDGE OF CURB, PLACE SIGN 6'-0" FROM EDGE OF PLACE SIGN 6'-0" FROM EDGE OF PLACE SIGN 6'-0" FROM EDGE OF SIGN 6'-0" FROM EDGE OF SIGN 6'-0" FROM EDGE OF 6'-0" FROM EDGE OF 6'-0" FROM EDGE OF FROM EDGE OF FROM EDGE OF EDGE OF EDGE OF OF OF PAVEMENT, OR AS DIRECTED BY OWNER. 5.ALL SIGNS SHALL BE INSTALLED ON TIMBER POSTS ALL SIGNS SHALL BE INSTALLED ON TIMBER POSTS SIGNS SHALL BE INSTALLED ON TIMBER POSTS SIGNS SHALL BE INSTALLED ON TIMBER POSTS SHALL BE INSTALLED ON TIMBER POSTS SHALL BE INSTALLED ON TIMBER POSTS BE INSTALLED ON TIMBER POSTS BE INSTALLED ON TIMBER POSTS INSTALLED ON TIMBER POSTS INSTALLED ON TIMBER POSTS ON TIMBER POSTS ON TIMBER POSTS TIMBER POSTS TIMBER POSTS POSTS POSTS USING A MINIMUM OF TWO (2) 5/16" GALVANIZED A MINIMUM OF TWO (2) 5/16" GALVANIZED A MINIMUM OF TWO (2) 5/16" GALVANIZED MINIMUM OF TWO (2) 5/16" GALVANIZED MINIMUM OF TWO (2) 5/16" GALVANIZED OF TWO (2) 5/16" GALVANIZED OF TWO (2) 5/16" GALVANIZED TWO (2) 5/16" GALVANIZED TWO (2) 5/16" GALVANIZED (2) 5/16" GALVANIZED (2) 5/16" GALVANIZED 5/16" GALVANIZED 5/16" GALVANIZED GALVANIZED GALVANIZED BOLTS WITH TWO (2) GALVANIZED WASHERS AND LOCK WITH TWO (2) GALVANIZED WASHERS AND LOCK WITH TWO (2) GALVANIZED WASHERS AND LOCK TWO (2) GALVANIZED WASHERS AND LOCK TWO (2) GALVANIZED WASHERS AND LOCK (2) GALVANIZED WASHERS AND LOCK (2) GALVANIZED WASHERS AND LOCK GALVANIZED WASHERS AND LOCK GALVANIZED WASHERS AND LOCK WASHERS AND LOCK WASHERS AND LOCK AND LOCK AND LOCK LOCK LOCK NUTS. 6.WARNING AND REGULATORY SIGN PANELS SHALL BE WARNING AND REGULATORY SIGN PANELS SHALL BE AND REGULATORY SIGN PANELS SHALL BE AND REGULATORY SIGN PANELS SHALL BE REGULATORY SIGN PANELS SHALL BE REGULATORY SIGN PANELS SHALL BE SIGN PANELS SHALL BE SIGN PANELS SHALL BE PANELS SHALL BE PANELS SHALL BE SHALL BE SHALL BE BE BE POSITIONED NOT LESS THAN 7'-0" FROM FINISHED NOT LESS THAN 7'-0" FROM FINISHED NOT LESS THAN 7'-0" FROM FINISHED LESS THAN 7'-0" FROM FINISHED LESS THAN 7'-0" FROM FINISHED THAN 7'-0" FROM FINISHED THAN 7'-0" FROM FINISHED 7'-0" FROM FINISHED 7'-0" FROM FINISHED FROM FINISHED FROM FINISHED FINISHED FINISHED GRADE TO BOTTOM OF SIGN. 7.ACCESSIBLE PARKING SIGNS SHALL BE POSITIONED ACCESSIBLE PARKING SIGNS SHALL BE POSITIONED PARKING SIGNS SHALL BE POSITIONED PARKING SIGNS SHALL BE POSITIONED SIGNS SHALL BE POSITIONED SIGNS SHALL BE POSITIONED SHALL BE POSITIONED SHALL BE POSITIONED BE POSITIONED BE POSITIONED POSITIONED POSITIONED 5'-0" FROM FINISHED GRADE UNLESS LOCATED IN FROM FINISHED GRADE UNLESS LOCATED IN FROM FINISHED GRADE UNLESS LOCATED IN FINISHED GRADE UNLESS LOCATED IN FINISHED GRADE UNLESS LOCATED IN GRADE UNLESS LOCATED IN GRADE UNLESS LOCATED IN UNLESS LOCATED IN UNLESS LOCATED IN LOCATED IN LOCATED IN IN IN WALKWAY, AT WHICH TIME THEY SHALL BE POSITIONED AT WHICH TIME THEY SHALL BE POSITIONED AT WHICH TIME THEY SHALL BE POSITIONED WHICH TIME THEY SHALL BE POSITIONED WHICH TIME THEY SHALL BE POSITIONED TIME THEY SHALL BE POSITIONED TIME THEY SHALL BE POSITIONED THEY SHALL BE POSITIONED THEY SHALL BE POSITIONED SHALL BE POSITIONED SHALL BE POSITIONED BE POSITIONED BE POSITIONED POSITIONED POSITIONED 7'-0" FROM FINISHED GRADE.
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PAVEMENT
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2'-0"
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2'-0"
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PROPOSED FARM CROSSING (UNPAVED DIRT LANE)
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
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DESCRIPTION:
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BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C7-1_SigningStriping.dwg, 11/30/2016 10:32 AM, 11/30/2016 10:32 AM11/30/2016 10:32 AM
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24" SOLID WHITE LATEX PAINT PAVEMENT STRIPING 16" SOLID WHITE ALKYD THERMOPLASTIC PAVEMENT STRIPING BLUE LATEX PAINT SYMBOL/LEGEND 4" WHITE LATEX PAINT PAVEMENT STRIPING 5" BLUE LATEX PAINT PAVEMENT STRIPING 4" WHITE EPOXY PAVEMENT STRIPING NOTE: NOT ALL SYMBOLS USED ON THIS DRAWING.
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NOTE: REFER TO SHEET C6.2 FOR STRIPING DETAILS AT ACCESSIBLE PARKING.
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
1" = 40'
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
REG I ST ERED
D
E L A W A R
E
* PROFESS I ONA L ENG I N
EER
*
WALTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
C8.1
REST
ROO
M C
ONS
TRUC
TIO
N DE
TAIL
S
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F1
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UNIT A
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UNIT B
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W2
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F2
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CASTING TOLERANCES: OVERALL LENGTH OR WIDTH 10 FT OR UNDER = ± 1/8" 10 TO 20 FT = +1/8", -3/16" 20 TO 40 FT = ±1/4" TOTAL THICKNESS = -1/8, +1/4 VARIATION FROM SQUARE = ±1/8 PER 6 FT OF DIAGONAL LOCAL SMOOTHNESS = 1/4" IN 10 FT SWEEP = ±1/4" POSITION OF TENDONS = ±1/4" POSITION OF BLOCKOUTS = ±1/4" SIZE OF BLOCKOUTS = ±1/4" POSITION OF EMBEDS = ±1/4" TIPPING AND FLUSHNESS OF PLATES = +1/16, -1/4 BOWING = LENGTH/360 END SQUARENESS = ±1/8"
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W4
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CORTEZ SECTIONAL
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%%uFRONT
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%%uBACK
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%%uINDEX OF DRAWINGS
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%%uPANEL MARK NO. KEY PLAN
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CXT INCORPORATED
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IF THIS STATEMENT IS NOT PRINTED
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ISSUED FOR PRODUCTION BY:
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CONTROLLED COPY
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IN RED, DOCUMENT MAY NOT BE CURRENT
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PROJECT TITLE
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The information contained herein is proprietary and the
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exclusive property of CXT Incorporated. The information
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may only be used by the original recipient for the purpose
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intended. Reproduction or distribution of this information
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is strictly prohibited without the prior written consent of
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CXT Incorporated. By allowing use of this information,
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CXT Incorporated grants no warranty, express or implied,
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including a warranty of merchantability or of fitness for a
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CXT Incorporated
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particular purpose.
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NOTICE
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REV.
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DESCRIPTION
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APPROVAL
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DATE
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DWG NO.
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SHEET
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REV.
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SCALE
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DRAWN
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CHECKED
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DATE
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FILE NO.
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PLOT
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Robert D. Walker
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CORTEZ SECTIONAL
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BUILDING NUMBER CRS-016
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3/16"=1'-0"
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ROB D WALKER
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RDW
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06-22-16
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CRS-016
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64
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COVER SHEET
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CRS-01
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1
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28
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3808 N. Sullivan Bldg. #7 Spokane, WA 99216
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901 N. Highway 77 Hillsboro, TX 76645
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W1
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CALIFORNIA STATE TAG, APPROVAL, & PE DRAWINGS REQUIRED WALL TEXTURE:BARNWOOD BARNWOOD WALL PAINT:WESTERN WHEAT WESTERN WHEAT ROOF TEXTURE:CEDAR SHAKE CEDAR SHAKE ROOF COLOR:CAPPUCCINO CREAM CAPPUCCINO CREAM TRIM PAINT:BROWNBROWN
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%%uAPPLICABLE CODES
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NO. TITLE TITLE TITLE CRS-01COVER SHEET COVER SHEET CRS-02HANDLING INSTRUCTIONS HANDLING INSTRUCTIONS CRS-03FLOOR PLAN FLOOR PLAN CRS-04BUILDING ELEVATIONS BUILDING ELEVATIONS CRS-05INTERIOR ELEVATIONS INTERIOR ELEVATIONS CRS-06DETAILS DETAILS CRS-07WALL PANEL W1 WALL PANEL W1 CRS-08WALL PANEL W2 WALL PANEL W2 CRS-09WALL PANEL W3 WALL PANEL W3 CRS-10WALL PANEL W4 WALL PANEL W4 CRS-11WALL PANEL W5 WALL PANEL W5 CRS-12WALL PANEL W6 WALL PANEL W6 CRS-13WALL PANEL W7 WALL PANEL W7 CRS-14WALL PANEL W8 WALL PANEL W8 CRS-15WALL PANEL W9 WALL PANEL W9 CR-16FLOOR SLAB F1 FLOOR SLAB F1 CR-17FLOOR SLAB F2 FLOOR SLAB F2 CRS-18ROOF SLAB R1 ROOF SLAB R1 CRS-19ROOF SLAB R2 ROOF SLAB R2 CRS-20ROOF SLAB R3 ROOF SLAB R3 CRS-21ROOF SLAB R4 ROOF SLAB R4 CRS-22FOUNDATION DETAIL FOUNDATION DETAIL CRS-23FLOOR DRAIN LOCATIONS & BELOW FLOOR PIPING FLOOR DRAIN LOCATIONS & BELOW FLOOR PIPING CRS-24WATER, WASTE & VENT PIPING PLANS & NOTES WATER, WASTE & VENT PIPING PLANS & NOTES CRS-25PLUMBING SCHEDULE, DIAGRAMS & NOTES PLUMBING SCHEDULE, DIAGRAMS & NOTES CRS-26ELECTRICAL NOTES & SCHEDULES ELECTRICAL NOTES & SCHEDULES CRS-27ELECTRICAL PLAN, LEGEND & NOTES ELECTRICAL PLAN, LEGEND & NOTES CRS-28MATERIAL LISTMATERIAL LIST
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NOTES 1.BUILDING IS DESIGNED TO COMPLY WITH THE 2013 CALIFORNIA BUILDING IS DESIGNED TO COMPLY WITH THE 2013 CALIFORNIA BUILDING STANDARDS CODE (CBSC). 2.DESIGN COMPLIES WITH THE PROVISIONS OF THE 2013 CBSC CODE DESIGN COMPLIES WITH THE PROVISIONS OF THE 2013 CBSC CODE FOR THE FOLLOWING LOADS: ROOF SNOW LOAD = 250 PSF FLOOR LOAD = 400 PSF IBC DESIGN SPECTRAL RESPONSE S = 2.165, S = 1.389 S = 2.165, S = 1.389 1 = 1.389 SITE CLASS D SEISMIC USE GROUP: II SEISMIC DESIGN CATEGORY: E BEARING WALL SYSTEM R = 4.0 BASIC WIND SPEED = 150 MPH (3-SECOND GUST) WIND EXPOSURE C, I = 1.0 3.BUILDING TYPE: IBC TYPE V-B BUILDING TYPE: IBC TYPE V-B OCCUPANCY: U EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 721.1(2), ITEM 4-1.1 4.CONCRETE STRENGTH f'ci = 2500 PSI INITIAL f'c = 5000 PSI CONCRETE STRENGTH f'ci = 2500 PSI INITIAL f'c = 5000 PSI FINAL AIR ENTRAINMENT 5 1/2% ± 1% IN PLASTIC CONCRETE. REINFORCING STEEL: GRADE 60 Fy = 60 KSI MINIMUM LAP 18" AT SPLICES. TIE BARS WITH DOUBLE ANNEALED 16 GA IRON WIRE. REINFORCING TO BE PLACED IN CENTER OF PANEL UNO. ALL BENDS IN REINFORCING SHALL HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. WELDED WIRE FABRIC(W.W.F.): 4x4xW8xW8, Fy=65 KSI (OR EQUIVAL). COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES. 5.EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301) EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301) REFER TO CXT STANDARD EMBEDMENT CATALOG. 6.BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH UNO. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH UNO. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S 7.REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF BUILDING. 8.ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER 9.INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS. 10.ADEQUATE PLUMBING FACILITIES MUST BE PROVIDED IN ACCORDANCE ADEQUATE PLUMBING FACILITIES MUST BE PROVIDED IN ACCORDANCE WITH 2012 IBC (NOT BY CXT)
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2013 CALIFORNIA BUILDING STANDARDS CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
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DESCRIPTION:
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BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C8-1_RestroomConstructionDetails.dwg, 11/14/2016 5:02 PM, 11/14/2016 5:02 PM11/14/2016 5:02 PM
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NOTES: 1.THE CONTRACTOR SHALL REFER TO SECTION THE CONTRACTOR SHALL REFER TO SECTION CONTRACTOR SHALL REFER TO SECTION CONTRACTOR SHALL REFER TO SECTION SHALL REFER TO SECTION SHALL REFER TO SECTION REFER TO SECTION REFER TO SECTION TO SECTION TO SECTION SECTION SECTION 132800 - RESTROOM BUILDING, OF THE - RESTROOM BUILDING, OF THE - RESTROOM BUILDING, OF THE RESTROOM BUILDING, OF THE RESTROOM BUILDING, OF THE BUILDING, OF THE BUILDING, OF THE OF THE OF THE THE THE SPECIFICATION PACKET FOR MODIFICATIONS TO PACKET FOR MODIFICATIONS TO PACKET FOR MODIFICATIONS TO FOR MODIFICATIONS TO FOR MODIFICATIONS TO MODIFICATIONS TO MODIFICATIONS TO TO TO THE STANDARD CXT RESTROOM BUILDING THAT STANDARD CXT RESTROOM BUILDING THAT STANDARD CXT RESTROOM BUILDING THAT CXT RESTROOM BUILDING THAT CXT RESTROOM BUILDING THAT RESTROOM BUILDING THAT RESTROOM BUILDING THAT BUILDING THAT BUILDING THAT THAT THAT SHALL BE INCORPORATED INTO THIS PROJECT. 2.SHEETS C8.1 THROUGH C8.6 PROVIDED FOR SHEETS C8.1 THROUGH C8.6 PROVIDED FOR C8.1 THROUGH C8.6 PROVIDED FOR C8.1 THROUGH C8.6 PROVIDED FOR THROUGH C8.6 PROVIDED FOR THROUGH C8.6 PROVIDED FOR C8.6 PROVIDED FOR C8.6 PROVIDED FOR PROVIDED FOR PROVIDED FOR FOR FOR BIDDING PURPOSES ONLY BY CXT PRECAST PURPOSES ONLY BY CXT PRECAST PURPOSES ONLY BY CXT PRECAST ONLY BY CXT PRECAST ONLY BY CXT PRECAST BY CXT PRECAST BY CXT PRECAST CXT PRECAST CXT PRECAST PRECAST PRECAST PRODUCTS. THESE PLANS MAY BE INCOMPLETE.
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
C8.2
REST
ROO
M C
ONS
TRUC
TIO
N DE
TAIL
S
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CXT INCORPORATED
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IF THIS STATEMENT IS NOT PRINTED
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ISSUED FOR PRODUCTION BY:
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CONTROLLED COPY
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IN RED, DOCUMENT MAY NOT BE CURRENT
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PROJECT TITLE
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The information contained herein is proprietary and the
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exclusive property of CXT Incorporated. The information
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may only be used by the original recipient for the purpose
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intended. Reproduction or distribution of this information
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is strictly prohibited without the prior written consent of
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CXT Incorporated. By allowing use of this information,
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CXT Incorporated grants no warranty, express or implied,
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including a warranty of merchantability or of fitness for a
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CXT Incorporated
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particular purpose.
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NOTICE
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REV.
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DESCRIPTION
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APPROVAL
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DATE
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DWG NO.
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SHEET
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REV.
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SCALE
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DRAWN
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CHECKED
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DATE
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FILE NO.
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PLOT
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Robert D. Walker
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CORTEZ SECTIONAL
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BUILDING NUMBER CRS-016
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3/8"=1'-0"
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ROB D WALKER
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RDW
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06-22-16
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CRS-016
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32
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FLOOR PLAN
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CRS-03
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3
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28
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3808 N. Sullivan Bldg. #7 Spokane, WA 99216
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901 N. Highway 77 Hillsboro, TX 76645
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HW
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4" EXHAUST FAN DUCT
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4" EXHAUST FAN DUCT
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WOODFORD B65 FROSTPROOF HOSE BIB w/ LOCK BOX
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SND
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SND
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TSCD
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TSCD
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6 GAL
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
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DESCRIPTION:
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BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C8-2_RestroomConstructionDetails.dwg, 11/14/2016 5:03 PM, 11/14/2016 5:03 PM11/14/2016 5:03 PM
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
1" = 40'
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
REG I ST ERED
D
E L A W A R
E
* PROFESS I ONA L ENG I N
EER
*
WALTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
C8.3
REST
ROO
M C
ONS
TRUC
TIO
N DE
TAIL
S
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CXT INCORPORATED
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IF THIS STATEMENT IS NOT PRINTED
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ISSUED FOR PRODUCTION BY:
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CONTROLLED COPY
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IN RED, DOCUMENT MAY NOT BE CURRENT
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PROJECT TITLE
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The information contained herein is proprietary and the
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exclusive property of CXT Incorporated. The information
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may only be used by the original recipient for the purpose
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intended. Reproduction or distribution of this information
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is strictly prohibited without the prior written consent of
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CXT Incorporated. By allowing use of this information,
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CXT Incorporated grants no warranty, express or implied,
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including a warranty of merchantability or of fitness for a
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CXT Incorporated
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particular purpose.
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NOTICE
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REV.
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DESCRIPTION
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APPROVAL
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DATE
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DWG NO.
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SHEET
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REV.
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SCALE
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DRAWN
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CHECKED
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DATE
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FILE NO.
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PLOT
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Robert D. Walker
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CORTEZ SECTIONAL
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BUILDING NUMBER CRS-016
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1/4"=1'-0"
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ROB D WALKER
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RDW
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06-22-16
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CRS-016
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48
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BUILDING ELEVATIONS
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CRS-04
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4
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28
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3808 N. Sullivan Bldg. #7 Spokane, WA 99216
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901 N. Highway 77 Hillsboro, TX 76645
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%%UFRONT ELEVATION
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%%URH SIDE ELEVATION
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%%UREAR ELEVATION
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THRESHOLD
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THRESHOLD
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RESTROOM
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RESTROOM
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ANCHOR NAIL 1/4 x 3/4 PREDRILL 1/4" (TYP 20 PLCS)
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SIGN (SI-2) (SYMBOL AS REQUIRED)
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SPRING HINGE 4.5x4.5 (TYP 6 PLCS)
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PHOTO CONTROL EXTERIOR LED LIGHT (TYP OF 3)
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3068 GALV. DB DOOR ASSEMBLY W/ TRILOGY LOCK
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SPRING HINGE 4.5x4.5 (TYP 3 PLCS)
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BARNWOOD TEXTURE TYP ALL EXTERIOR WALLS
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CEDAR SHAKE ROOF TEXTURE
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VENTED MS-6 WINDOWS (TYP 4 PLCS)
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FRAMELESS MS-2 WALL VENT (TYP 4 PLCS)
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%%ULH SIDE ELEVATION
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3068 GALV. DOOR ASSEMBLY W/ SECURITY LOUVER & TRILOGY LOCK
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RESTROOM
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RESTROOM
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CALIFORNIA ADA SIGN (TYP 2 PLCS)
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EMBEDDED MATERIALS
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ITEM
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QTY
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CU. FT. CONC.
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SQ. FT. W.W.F.
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APPROXIMATE WEIGHT
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3068 DOOR ASSEMBLY
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3
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SPRING HINGE 4.5x4.5
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15
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CALIFORNIA ADA SIGN
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2
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ADA DRINKING FOUNTAIN
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1
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FROST-PROOF HOSE BIB
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1
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6068 DOOR ASSEMBLY
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1
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SI-2
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2
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RM31215 SECUITY LOUVER
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2
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EXTERIOR FROSTPROOF HOSE BIB w/ LOCK BOX
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THRESHOLD
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6068 GALV. DOOR ASSEMBLY W/ TRILOGY LOCK
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C8-3_RestroomConstructionDetails.dwg, 11/14/2016 5:03 PM, 11/14/2016 5:03 PM11/14/2016 5:03 PM
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
NO. 11204
REG I ST ERED
D
E L A W A R
E
* PROFESS I ONA L ENG I N
EER
*
WALTER J . HOEY , I I I
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
C8.4
REST
ROO
M C
ONS
TRUC
TIO
N DE
TAIL
S
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SECTION A - A
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SECTION C - C
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C
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C
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A
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A
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CXT INCORPORATED
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IF THIS STATEMENT IS NOT PRINTED
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ISSUED FOR PRODUCTION BY:
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CONTROLLED COPY
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IN RED, DOCUMENT MAY NOT BE CURRENT
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PROJECT TITLE
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The information contained herein is proprietary and the
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exclusive property of CXT Incorporated. The information
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may only be used by the original recipient for the purpose
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intended. Reproduction or distribution of this information
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is strictly prohibited without the prior written consent of
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CXT Incorporated. By allowing use of this information,
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CXT Incorporated grants no warranty, express or implied,
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including a warranty of merchantability or of fitness for a
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CXT Incorporated
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particular purpose.
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NOTICE
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REV.
AutoCAD SHX Text
DESCRIPTION
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APPROVAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWG NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
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CHECKED
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DATE
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FILE NO.
AutoCAD SHX Text
PLOT
AutoCAD SHX Text
Robert D. Walker
AutoCAD SHX Text
CORTEZ SECTIONAL
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BUILDING NUMBER CRS-016
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1/2"=1'-0"
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ROB D WALKER
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RDW
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06-22-16
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CRS-016
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48
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BUILDING INTERIOR
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ELEVATIONS
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CRS-05
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5
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28
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3808 N. Sullivan Bldg. #7 Spokane, WA 99216
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901 N. Highway 77 Hillsboro, TX 76645
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B
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B
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SECTION D - D
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D
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D
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42"x54 1/2" HORIZONTAL GRAB BAR ANCHOR NAIL 3/16x7/8 (QTY 9) PREDRILL HOLE 3/16" DIA
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VERTICAL GRAB BAR
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VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE OCCUPANCY SENSOR ACTIVATED (VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD)
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COAT HOOK ONE WAY OVAL 8x1 1/4 ANCHOR LEAD 6-8x1 PREDRILL 1/4" (TYP OF 2)
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CXT I.D. TAG BLIND RIVET 1/8x1/4 (QTY 2)
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TP DISPENSER (S.S.3-ROLL) 3-ROLL) ANCHOR NAIL 1/4x1 (QTY 6) PREDRILL 1/4"
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100 AMP ELECTRICAL PANEL
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SANIFLOW SS HAND DRYER MODEL# M06ACS (TYP 2 PLCS)
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EMBEDDED MATERIALS
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ITEM
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QTY
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CU. FT. CONC.
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SQ. FT. W.W.F.
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APPROXIMATE WEIGHT
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BLIND RIVET 1/8x1/4
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4
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GRAB BAR
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2
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TP DISPENSER
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2
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TOILET PAPER ROLL
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6
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COAT HOOK
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2
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DOOR STOP
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2
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ONE WAY OVAL 8x1 1/4
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4
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ANCHOR LEAD 6-8x1
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4
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CXT I.D. TAG
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2
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ANCHOR NAIL 1/4x1
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12
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ANCHOR NAIL 1/4x3/4
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8
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ANCHOR NAIL 3/16x7/8
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30
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VERT GRAB BAR
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2
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SND
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2
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TOILET SEAT COVER DISPENSER
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2
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VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE OCCUPANCY SENSOR ACTIVATED (VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD)
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18"x36" SS MIRROR (TYP 2 PLCS)
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GFI DUPLEX OUTLET (TYP 2 PLCS)
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SND
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OCCUPANCY SENSOR-ACTIVATED -ACTIVATED EXHAUST FAN
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OCCUPANCY SENSOR-ACTIVATED -ACTIVATED EXHAUST FAN
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
AutoCAD SHX Text
CONSULTING ENGINEERS, SURVEYORS
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C8-4_RestroomConstructionDetails.dwg, 11/14/2016 5:03 PM, 11/14/2016 5:03 PM11/14/2016 5:03 PM
” ”
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
C8.5
REST
ROO
M C
ONS
TRUC
TIO
N DE
TAIL
S
AutoCAD SHX Text
CXT INCORPORATED
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IF THIS STATEMENT IS NOT PRINTED
AutoCAD SHX Text
ISSUED FOR PRODUCTION BY:
AutoCAD SHX Text
CONTROLLED COPY
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IN RED, DOCUMENT MAY NOT BE CURRENT
AutoCAD SHX Text
PROJECT TITLE
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The information contained herein is proprietary and the
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exclusive property of CXT Incorporated. The information
AutoCAD SHX Text
may only be used by the original recipient for the purpose
AutoCAD SHX Text
intended. Reproduction or distribution of this information
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is strictly prohibited without the prior written consent of
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CXT Incorporated. By allowing use of this information,
AutoCAD SHX Text
CXT Incorporated grants no warranty, express or implied,
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including a warranty of merchantability or of fitness for a
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CXT Incorporated
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particular purpose.
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NOTICE
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REV.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWG NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text
PLOT
AutoCAD SHX Text
Robert D. Walker
AutoCAD SHX Text
CORTEZ SECTIONAL
AutoCAD SHX Text
BUILDING NUMBER CRS-016
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1/2"=1'-0"
AutoCAD SHX Text
ROB D WALKER
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RDW
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06-22-16
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CRS-016
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48
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FOUNDATION DETAIL
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CRS-22
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22
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28
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3808 N. Sullivan Bldg. #7 Spokane, WA 99216
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901 N. Highway 77 Hillsboro, TX 76645
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SUB BASE THICKNESS
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VARIES, 6" MINIMUM.
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NATIVE SUBGRADE (1500 PSF BEARING CAPACITY MIN)
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FILL SO THAT FINISHED GRADE HEIGHT (PERIMETER SIDEWALK OR EARTH) IS EQUAL TO FLOOR SLAB HEIGHT
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THIS FACTORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO A PREPARED GRANULAR SUB-BASE WHICH DISSIPATES VERTICAL LOADS UNIFORMLY TO THE NATIVE SUBGRADE AND ALSO ACTS AS A FROST BARRIER. DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING. LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB-BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING STANDARDS CODE USING PARAMETERS WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION. THIS BUILDING, AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB-BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED FOR THIS BUILDING.
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%%UNOTE:
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PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE SHALL BE PROVIDED. SUB-BASE SHALL BE A MINIMUM OF 6" THICK AND CONSIST OF " MINUS CRUSHED ROCK (ROAD BASE MATERIAL) 34" MINUS CRUSHED ROCK (ROAD BASE MATERIAL) COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF FINISHED SURFACE OF SUB-BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF -½”, +0” FROM A TRUE , +0” FROM A TRUE FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB-BASE REQUIREMENTS DURING REFER TO BUILDING HANDLING SHEET FOR SUB-BASE REQUIREMENTS DURING BUILDING PLACEMENT. (PREPARED SUB-BASE NOT BY CXT).
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
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DESCRIPTION:
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BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C8-5_RestroomConstructionDetails.dwg, 11/14/2016 5:03 PM, 11/14/2016 5:03 PM11/14/2016 5:03 PM
DESIGNED BY:
DRAWN BY:
DATE:
SCALE:
CHECKED BY:
SHEET NO.:
REVI
SION
S:
CONTRACT NO.:
NOVEMBER 14, 2016
SLR
CIVIL ENGINEER:
E N G I N E E R I N GCENTURY
SEAL:
DLD
WJH
WCC
SP TR
I-VAL
LEY
TRAI
LCO
NSTR
UCTIO
N PL
ANS
CEI CONTRACT NO.: 125002.17
2016-WCCSP-100
C8.6
REST
ROO
M C
ONS
TRUC
TIO
N DE
TAIL
S
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CXT INCORPORATED
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IF THIS STATEMENT IS NOT PRINTED
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ISSUED FOR PRODUCTION BY:
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CONTROLLED COPY
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IN RED, DOCUMENT MAY NOT BE CURRENT
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PROJECT TITLE
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The information contained herein is proprietary and the
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exclusive property of CXT Incorporated. The information
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may only be used by the original recipient for the purpose
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intended. Reproduction or distribution of this information
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is strictly prohibited without the prior written consent of
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CXT Incorporated. By allowing use of this information,
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CXT Incorporated grants no warranty, express or implied,
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including a warranty of merchantability or of fitness for a
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CXT Incorporated
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particular purpose.
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NOTICE
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REV.
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DESCRIPTION
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APPROVAL
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DATE
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DWG NO.
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SHEET
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REV.
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SCALE
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DRAWN
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CHECKED
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DATE
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FILE NO.
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PLOT
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Robert D. Walker
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CORTEZ SECTIONAL
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BUILDING NUMBER CRS-016
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1/2"=1'-0"
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ROB D WALKER
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RDW
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06-22-16
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CRS-016
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48
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FIELD STUB UP LOCATIONS
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CRS-23
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23
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28
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3808 N. Sullivan Bldg. #7 Spokane, WA 99216
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901 N. Highway 77 Hillsboro, TX 76645
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THIS SHEET IS NOT BY CXT
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ALL PIPING INDICATED ON
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%%UBELOW FLOOR PIPING - KEY NOTES
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4'-0" x 1'-6" BLOCKOUT DETAIL
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WASTE PIPING
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SCH 40 ABS
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TYPE DWV
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VENT PIPING
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BELOW FLOOR
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TYPE DWV
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SCH 40 ABS
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2" TYPE "K"
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"SOFT" COPPER
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WATER SERVICE
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ANNEALED
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BELOW FLOOR
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%%UPIPING LEGEND
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SEE 4'-0" x 1'-6" BLOCKOUT DETAIL
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FLOOR DRAIN BLOCKOUTS & BELOW FLOOR PIPING
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CHASE PLUMBING BLOCKOUT
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FLOOR DRAIN DETAIL
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H
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G
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TO MAIN WASTE LINE
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F
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A
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GRADE
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E
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A.CAST-IN DRAIN HOUSING (10" INSIDE DIM - PROVIDED BY CXT) CAST-IN DRAIN HOUSING (10" INSIDE DIM - PROVIDED BY CXT) B.FIELD INSTALLED GROUT, SLOPE TO DRAIN (CXT PROVIDED-INSTALLATION NOT BY CXT) FIELD INSTALLED GROUT, SLOPE TO DRAIN (CXT PROVIDED-INSTALLATION NOT BY CXT) C.2" WASTE PIPE - STUB UP 12" ABOVE GRADE (NOT BY CXT) 2" WASTE PIPE - STUB UP 12" ABOVE GRADE (NOT BY CXT) D.TAPPED P-TRAP ADAPTER (NOT BY CXT) TAPPED P-TRAP ADAPTER (NOT BY CXT) E.P-TRAP ASSEMBLY (NOT BY CXT) P-TRAP ASSEMBLY (NOT BY CXT) F.1/2" O.D. COPPER TRAP PRIMER LINE (NOT BY CXT) 1/2" O.D. COPPER TRAP PRIMER LINE (NOT BY CXT) G.2" FLOOR DRAIN VENT RISER - STUB UP 12" ABOVE GRADE (NOT BY CXT) 2" FLOOR DRAIN VENT RISER - STUB UP 12" ABOVE GRADE (NOT BY CXT) H.TRAP PRIMER MANIFOLD (PRE-PLUMBED AND INSTALLED BY CXT) TRAP PRIMER MANIFOLD (PRE-PLUMBED AND INSTALLED BY CXT) I.1/2" SHUT OFF VALVE (PRE-PLUMBED AND INSTALLED BY CXT)1/2" SHUT OFF VALVE (PRE-PLUMBED AND INSTALLED BY CXT)
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%%u FLOOR DRAIN DETAIL NOTES
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5
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2
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3
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4
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4
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2
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4"
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1
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1 1/2"
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4"
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8
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6
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1.4" CLEAN OUT TO GRADE. 4" CLEAN OUT TO GRADE. 2.2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER 2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISDICTION. (4'-0" x 1'-6" BLOCKOUT) 3.2" VENT PIPES EXTENDED 12" ABOVE FINISHED 2" VENT PIPES EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG. (4'-0" x 1'-6" BLOCKOUT) 4.3" WASTE PIPE EXTENDED 12" ABOVE FINISHED 3" WASTE PIPE EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG. (4'-0" x 1'-6" BLOCKOUT) 5.1 1/2" TYPE K ANNEALED "SOFT" COPPER WATER 1 1/2" TYPE K ANNEALED "SOFT" COPPER WATER SERVICE EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE CAP AT END. (4'-0" x 1'-6" BLOCKOUT) 6.MIN. BURY PER LOCAL REQUIREMENTS TO PROTECT MIN. BURY PER LOCAL REQUIREMENTS TO PROTECT 2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISDICTION. (10" DIA BLOCKOUT) 7.2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER 2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISDICTION. BACKWATER VALVES ON DRAINS (NOT BY CXT) (10" DIA BLOCKOUT) 8.30" MIN. BURY, PROVIDE TRACER TAPE. 30" MIN. BURY, PROVIDE TRACER TAPE. 9.ELECTRICAL STUB UP, (8" DIA BLOCKOUT) ELECTRICAL STUB UP, (8" DIA BLOCKOUT) 10.2" VENT PIPES EXTENDED 12" ABOVE FINISHED 2" VENT PIPES EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG. (8" DIA BLOCKOUT)
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4134 N. DUPONT HWY.
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DOVER, DELAWARE 19901
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CONSULTING ENGINEERS, SURVEYORS
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DATE:
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DESCRIPTION:
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BY:
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G:\PROJECTS\125002.OE (DNREC Civil Engineering Services - 2012)\125002.02_(Tri-Valley Trail Concept Plan)\CADD FILES\Sheets\FinalConstructionSet\C8-6_RestroomConstructionDetails.dwg, 11/14/2016 5:03 PM, 11/14/2016 5:03 PM11/14/2016 5:03 PM
