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7140-Denton FS 8 - Bid Set - Construction DocumentsWVWGRCallbefore you dig.below.Know what'sLEGENDFIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019GENERAL NOTESC1.01Monday, August 05, 20195:09:59 PMC1.01 GENERAL NOTES.dwg GASGASGASGAS BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T.0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SITE PLANC1.02 BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-20190FEET204010SCALE 1" = 20'DEMOLITION PLANC1.03 BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019DIMENSION CONTROL PLANC1.04 BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019PAVING PLANC1.05 ZONE AE(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'N 67°56'01" W 111.56'N 22°02'20" E 9.35'BRINKER LODGING, LTD.CALLED 5.517 ACRESDOC. NO. 2007-5493O.R.D.C.T.COLORADO BOULEVARD1/2" CIRFILLEGIBLE(CM)1/2" CIRF"COX 4577"(CM)0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019PAVING PLAN & PROFILEC1.06PROFILE SCALEHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1" =4' BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019PUBLIC SIDEWALK PLANSC1.07 BRI C K B L D G ON C O N C .16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019JOINTING PLANC1.08 16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-20190FEET204010SCALE 1" = 20'FENCING, STRIPING,C1.09& SIGNAGE PLAN BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'BRINKER LODGING, LTD.CALLED 5.517 ACRESLOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.REMAINDER OFEPIC DEVELOPMENT, INC.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)1/2" CIRF"COX 4577"(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019OVERALL GRADING PLANC1.10 ZONE X(UNSHADED)16' DRAINAGE EASEMENTDOC. NO. 2009-87(N 48°33'32" E 220.53')S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.GASGAS GAS0SCALE 1" = 10'FEET10205FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019GRADING PLAN 1C1.11 APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)(S 22°27'41" W 200.00') S 21°59'08" W 200.00'1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T.0SCALE 1" = 10'FEET10205FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019GRADING PLAN 2C1.12 (N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'N 67°56'01" W 111.56'N 22°02'20" E 9.35'BRINKER LODGING, LTD.COLORADO BOULEVARD1/2" CIRFILLEGIBLE(CM)1/2" CIRF"COX 4577"(CM)8' ELECTRICEASEMENT(BY THIS PLAT)GASGASGASGASGASGASGASGASGAS 0SCALE 1" = 10'FEET10205FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019GRADING PLAN 3C1.13 ZONE AEZONE X(UNSHADED)(N 67°32'19" W)N 67°55'41" W 365.12'REMAINDER OFCOLORADO BOULEVARDPASS 1/2" IRFAT 199.76' (CM)1/2" CIRF"RPLS 4561"(CM)0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )8' ELECTRICEASEMENT(BY THIS PLAT)0SCALE 1" = 10'FEET10205FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019GRADING PLAN 4C1.14 16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(S 22°27'41" W 200.00')(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRES5.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGASGAS BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)8' ELECTRICEASEMENT(BY THIS PLAT)FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019UTILITY PLANC1.150FEET204010SCALE 1" = 20' BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(N 67°32'19" W)(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')N 41°48'22" W 265.18'Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.EPIC DEVELOPMENT, INC.TRACT I ~ CALLED 243.185 ACRESVOL. 3245, PG. 699R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)5/8" CIRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3 .430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019WATER PLANC1.16 BRI C K B L D G ON C O N C .ZONE X(UNSHADED)16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(N 48°33'32" E 220.53')(N 67°34'04" W 111.46')N 41°48'22" W 265.18'Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 48°11'42" E 220.53'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.EPIC DEVELOPMENT, INC.TRACT I ~ CALLED 243.185 ACRESVOL. 3245, PG. 699R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)5/8" CIRF(CM)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.GASGASGASGAS 0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SANITARY SEWER PLANC1.17 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SANITARY SEWER PROFILEC1.18PROFILE SCALEHORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1" =4' (N 48° 3 3 ' 3 2 " E 4 1 8 . 1 6 ' )(S 39°38'05" E)(N 67°32'19" W) (S 22°27'41" W 200.00') (N 67°32 '19 " W) (N 48° 3 3 ' 3 2 " E 2 2 0 . 5 3 ' )(N 67°34'04" W 111.46 ') S 22°04'19" W 159.22'N 41°48'22" W 265.18'Δ=03°17 '37"R=1350.00 ' (77.60 ') L=77. 60'CB=N 63°01' 24" WC=77.59 'S 67°17 '49" E 91 .66 '(S 66°55'54 " E 91 .65 ') N 48° 1 1 ' 4 2 " E 2 2 0 . 5 3 ' N 48° 0 9 ' 5 6 " E 4 1 8 . 1 6 'S 39°37'07" E 483.47'N 67°55'41" W 244.63' S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111 .56 'N 39°37'07" W66.94'N 41°50' 5 7 " E 1 9 5 . 0 6 'N 22°02'20" E 9.35'25' BU ILDING LINECAB. Q , PG. 305 BRI N K E R R O A D (80' R I G H T - O F - W A Y P E R V O L . 4 6 0 6 , P G . 9 7 9 , R . P . R . D . C . T . )MEDPARK DRIVE(70' RIGHT-OF-WAY PER DOC. NO. 2005-140624, O.R.D.C.T.)COLORADO BOULEVARDS 67°17'49" E 91 .66 '(S 66°55'54 " E 91.65' )0FEETSCALE 1" = 100'10020050FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019C1.19EXISTING DRAINAGEAREA MAP COMMON ACCESS UTILITYEASEMENTDOC. NO. 2009-2016' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-8720' PUBLIC UTILITY EASMENTDOC. NO. 2009-87FLOOD PLAIN EASEMENTDOC. NO. 2009-87(N 4 8 ° 3 3 ' 3 2 " E 4 1 8 . 1 6 ' )(S 39°38'05" E)(N 67°32'19" W)(S 22°27'41" W 200.00')(N 67°32'19" W)(N 4 8 ° 3 3 ' 3 2 " E 2 2 0 . 5 3 ' )(N 67°34'04" W 111.46')S 22°04'19" W 159.22'N 41°48'22" W 265.18'Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 4 8 ° 1 1 ' 4 2 " E 2 2 0 . 5 3 ' N 48 ° 0 9 ' 5 6 " E 4 1 8 . 1 6 'S 39°37'07" E 483.47'N 67°55'41" W 244.63'S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 39°37'07" W66.94'N 41° 5 0 ' 5 7 " E 1 9 5 . 0 6 'N 22°02'20" E 9.35'LOT 6R1LOT 6R2LOT 6R3LOT 3, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. X, PG. 366P.R.D.C.T.LOT 6R1, 6R2 & 6R3, BLOCK 1DENTON REGIONAL MEDICALCENTER, PHASE 3DOC. NO. 2015-118P.R.D.C.T.LOT 1BLOCK 1DENTON REGIONAL MEDICALCENTER ADDITION, PHASE 2CAB. Q, PG. 305P.R.D.C.T.LOT 2LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.TRACT I ~ CALLED 243.185 ACRESLOT 1R, BLOCK 1DENTON REGIONAL MEDICALCENTER, PHASE 3DOC. NO. 2009-20P.R.D.C.T.10' PUBLIC UTILITY EASEMENTCAB. Q, PG. 3058' PUBLIC UTILITY EASMENTCAB. Q, PG. 30525' BUILDING LINECAB. Q, PG. 305LOT 2, BLOCK 1DENTON REGIONAL MEDICALCENTER, PHASE 3DOC. NO. 2009-87P.R.D.C.T.DRAINAGE EASEMENT No. 2DOC. NO. 2005-140630O.R.D.C.T.(item 10j)DRAINAGE EASEMENT No. 2DOC. NO. 2005-140630O.R.D.C.T.(item 10j)PART OFEPIC DEVELOPMENT, INC.TRACT I ~ CALLED 243.185 ACRESVOL. 3245, PG. 699R.P.R.D.C.T.BRINKER ROAD(80' RIGHT-OF-WAY PER VOL. 4606, PG. 979, R.P.R.D.C.T.)COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRF AT 6.34'(CM)1/2" IRF"X" CUT FND."X" CUT FND.PASS 1/2" IRFAT 199.76' (CM)PASS 1/2" CIRF "KAZ" AT 212.46'(CM)5/8" CIRF(CM)PASS 1/2" CIRF "KAZ" AT 306.56'(CM)1/2" IRF(CM)1/2" CIRF"COX 4577"(CM)1/2" CIRF"RPLS 4561"(CM)1/2" CIRFILLEGIBLEDIRECTIONAL CONTROL LINEPASS 1/2" IRF AT44.44' (CM)1/2" IRF(CM)"X" CUT FND.1/2" CIRF "WIER &ASSOC., INC."S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRESLOT 4RBLOCK 15.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT ) 3 .43 0 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT ) 3 .43 0 ACREDRAINAGE AND F LOOD PLA IN EASEMENT (BY TH IS PLAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)EXISTING 70' ELECTRIC EASEMENTTEXAS POWER & LIGHT CO.VOL. 190, PG. 624,VOL. 296, PG. 285,VOL. 1071, PG. 52,VOL. 1601, PG. 807,VOL. 1822, PG. 312D.R.D.C.T.20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXI S T I N G S L O P E E A S E M E N T DOC . N O . 2 0 0 9 - 6 9 7 2 6 O.R. D . C . T .EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T .EXIST INGDRAINAGE EASEMENT No . 2DOC. NO . 2005 -140630O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. BRI C K B L D G ON C O N C .ZONE AZONE AEZONE AEZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)ZONE AZONE AEZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)ZONE AEZONE AZONE X(UNSHADED)ZONE AEZONE X(UNSHADED)GASGAS 0FEETSCALE 1" = 40'408020FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019C1.20PROPOSED DRAINAGEAREA MAP 16' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-87(N 67°32'19" W)(N 48 ° 3 3 ' 3 2 " E 2 2 0 . 5 3 ' )(N 67°34'04" W 111.46')N 41°48'22" W 265.18'Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 4 8 ° 1 1 ' 4 2 " E 2 2 0 . 5 3 'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.LOT 1R, BLOCK 1DENTON REGIONAL MEDICALCENTER, PHASE 3DOC. NO. 2009-20P.R.D.C.T.VOL. 3245, PG. 699R.P.R.D.C.T.COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)5/8" CIRF(CM)S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRESBLOCK 15.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633 EXISTING GASGASGASGAS BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)0FEET204010SCALE 1" = 20'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019STORM SEWER PLANC1.21 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019STORM SEWER NOTESC1.22 RCP @ 0.50% RCP @ 1.41%FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019STORM SEWER PROFILEC1.23PROFILE SCALEHORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1" =4' BRI C K B L D G ON C O N C .ZONE AEZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)ZONE AEZONE X(UNSHADED)ZONE X(UNSHADED)APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN(SEE SURVEY NOTE #3)ZONE AECOMMON ACCESS UTILITYEASEMENTDOC. NO. 2009-2016' DRAINAGE EASEMENTDOC. NO. 2009-8724' PUBLIC UTILITY EASEMENT& PUBLIC ACCESS EASEMENTDOC. NO. 2009-8720' PUBLIC UTILITY EASMENTDOC. NO. 2009-87(N 4 8 ° 3 3 ' 3 2 " E 4 1 8 . 1 6 ' )(N 67°32'19" W)(S 22°27'41" W 200.00')(N 67°32'19" W)(N 4 8 ° 3 3 ' 3 2 " E 2 2 0 . 5 3 ' )(N 67°34'04" W 111.46')N 41°48'22" W 265.18'Δ=03°17'37"R=1350.00' (77.60') L=77.60'CB=N 63°01'24" WC=77.59'S 67°17'49" E 91.66'(S 66°55'54" E 91.65')N 4 8 ° 1 1 ' 4 2 " E 2 2 0 . 5 3 ' N 4 8 ° 0 9 ' 5 6 " E 4 1 8 . 1 6 'N 67°55'41" W 244.63'S 21°59'08" W 200.00'N 67°55'41" W 365.12'N 67°56'01" W 111.56'N 22°02'20" E 9.35'LOT 1DENTON REGIONAL MEDICALCENTER ADDITION, PHASE 2CAB. Q, PG. 305LOT 1LOT 1, BLOCK AHILTON GARDEN ADDITION, PHASE 1CAB. Y, PG. 738P.R.D.C.T.BRINKER LODGING, LTD.CALLED 5.517 ACRESDOC. NO. 2007-5493O.R.D.C.T.LOT 4, BLOCK 1DENTON REGIONAL MEDICAL CENTER, PHASE 3CAB. Y, PG. 99P.R.D.C.T.REMAINDER OFEPIC DEVELOPMENT, INC.TRACT I ~ CALLED 243.185 ACRESVOL. 3245, PG. 699R.P.R.D.C.T.LOT 1R, BLOCK 1DENTON REGIONAL MEDICALCENTER, PHASE 3DOC. NO. 2009-20P.R.D.C.T.8' PUBLIC UTILITY EASMENTCAB. Q, PG. 30525' BUILDING LINECAB. Q, PG. 305LOT 2, BLOCK 1DENTON REGIONAL MEDICALCENTER, PHASE 3DOC. NO. 2009-87P.R.D.C.T.PART OFEPIC DEVELOPMENT, INC.TRACT I ~ CALLED 243.185 ACRESVOL. 3245, PG. 699R.P.R.D.C.T.BRINKER ROAD(80' RIGHT-OF-WAY PER VOL. 4606, PG. 979, R.P.R.D.C.T.)COLORADO BOULEVARD1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRF "WIER& ASSOC., INC."(CM)1/2" CIRFILLEGIBLE(CM)PASS 1/2" IRFAT 199.76' (CM)5/8" CIRF(CM)PASS 1/2" CIRF "KAZ" AT 306.56'(CM)1/2" CIRF"COX 4577"(CM)1/2" CIRF"RPLS 4561"(CM)1/2" IRF(CM)"X" CUT FND.1/2" CIRF "WIER &ASSOC., INC."S 67°17'49" E 91.66'(S 66°55'54" E 91.65')PLAT BOUNDARY5.860 ACRESLOT 4RBLOCK 15.705 ACRES0.155 ACRERIGHT-OF-WAY DEDICATION(BY THIS PLAT)3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )3. 430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS PLAT )3.430 ACREDRAINAGE AND FLOOD PLA IN EASEMENT (BY TH IS P LAT )8' ELECTRICEASEMENT(BY THIS PLAT)8' ELECTRICEASEMENT(BY THIS PLAT)VOL. 296, PG. 285,VOL. 1071, PG. 52,VOL. 1601, PG. 807,VOL. 1822, PG. 312D.R.D.C.T.20' EXISTINGDRAINAGE EASEMENT No. 1DOC. NO. 2009-28566O.R.D.C.T.EXI S T I N G S L O P E E A S E M E N T DOC . N O . 2 0 0 9 - 6 9 7 2 6 O.R. D . C . T .EXIST INGDRAINAGE EASEMENT No . 5DOC. NO . 2005 -140633O.R .D .C .T . EXISTING DRAINAGE EASEMENT No. 5 DOC. NO. 2005-140633 O.R.D.C.T. GASGASGAS 0FEET306015SCALE 1" = 30'FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SEDIMENT CONTROL PLANC1.24 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SEDIMENT CONTROL NOTESC1.25 TYPICAL SIDEWALK ADJACENT TO BUILDINGXYMEASUREMENT OF CURB RAMP SLOPES1:12MAXSIDEWALK RAMP TYPE 6GRADING DETAIL FOR PAVEMENT WITHOUT CURBSECTION A-ATAS FIGURE 7(d) FIRE LANESFIRE LANES SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 24 FEET OR 26FEET WHEN LOCATED WITHIN 35 FEET OF ANY STRUCTURE IN EXCESS OF 36 FEET INHEIGHT. AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6INCHES IS REQUIRED.FIRE LANE STRIPING:WHERE RED STRIPE INTERSECTS WITH A CURB LINE, PAINT FACE AND TOP OF CURBRETURN.PAINT 4 INCH HIGH LETTERING WITH A 1 INCH STROKE CENTERED ON RED STRIPE SHALLREAD: "NO PARKING" - "FIRE LANE". THIS LETTERING SHALL BE PAINTED EVERY 20 FEETAS MEASURED FROM THE END OF ONE LETTERING GROUP TO THE BEGINNING OF THENEXT GROUP WITH A 1 FOOT SPACE BETWEEN "NO PARKING" AND "FIRE LANE". (NOTE:QUOTES ARE USED IN THIS DESCRIPTION FOR EMPHASIS ONLY AND ARE NOT TO BEPAINTED WITH THE LETTERING)CORE AND GROUTGUARDRAIL IN PLACE(REFER TO ARCH)FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SIDEWALK, SIGNAGE, ANDC2.01STRIPING DETAILSTYPICAL SIDEWALK SECTION - ADJACENT TO CURB - WIDTH VARIESTYPICAL SIDEWALK SECTION - WIDTH VARIESTYPICAL CONCRETE FILLEDPIPE BOLLARD DETAIL(FOR USE SURROUNDING FIRE HYDRANT) TYPICAL PARKINGSTRIPING DETAIL18'18'N.T.S.9'9'4" SOLID WHITESTRIPE (TYP.)NOT TO SCALEROAD SIGNSCOLORS:BORDER: WHITEBACKGROUND: REDTEXT: WHITECOLORS:BORDER: WHITEBACKGROUND: BLACKTEXT: WHITECOLORS:BORDER: WHITEBACKGROUND: BLACKTEXT: WHITECOLORS:BORDER: WHITEBACKGROUND: REDTEXT: WHITE4000 PSI CONC.SITE CONC. OR GRADE2-3/8" O.D. GALV. STEEL POSTSEE DETAIL AT LEFT FOR SIGN FACE -TRAFFIC SIGNS SHALL MEET CITYREQUIREMENTS REFER TO PAVINGPLAN FOR LOCATIONS AND FACES TOREADCAP TUBE BEHINDBACDTYPICAL MEDIAN STRIPING DETAILNOT TO SCALE4" SOLID YELLOWSTRIPE (TYP.)4" SOLID YELLOWSTRIPE (TYP.)TYPE II-A-A 4" RAISEDPAVEMENT MARKER30'10'4" O.C.VARIESFIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SIDEWALK, SIGNAGE, ANDC2.02STRIPING DETAILS4"TYPICAL CONTINENTAL CROSSWALK DETAILNOT TO SCALE SAWED DUMMY JOINTJOINT DETAIL NO. 2 SEALFOR LONGITUDINAL AND TRANSVERSECONSTRUCTION BUTT JOINTJOINT DETAIL NO. 1SEAL FOR DOWELED EXPANSION JOINTJOINT DETAIL NO. 3 SEAL FORSAWED DUMMY JOINTTRANSVERSE OR LONGITUDINAL CONSTRUCTION BUTT JOINTSIDEWALK THICKENED EDGE DETAILSTREET HEADER FOR FUTURE PAVEMENTPAVEMENT CUT SECTIONTYPICAL TIE-IN TO EXISTING CONCRETE PAVEMENT DETAILMONOLITHIC CURBINLET BOXOUTTYPICAL PAVEMENT SECTION5" AND 7" PORTLAND CEMENT CONCRETECONCRETE HEADERPLAN OF STEEL LAYOUT2"2"LONGITUDINAL PAVING SECTIONPAVEMENT HEADERDOWEL BASKETDOWELED EXPANSION JOINTCONCRETE BLOCKOUTAT SITE STRUCTURESTYPICAL JOINTING AT ALL ANGLE JOINT TERMINATIONSFIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019PAVING DETAILSC2.03 LONGITUDINAL VIEW - BORE WITH PIPE INSTALLEDDETAILS FOR PIPE INSTALLATION BY BORINGSEWER AT WATER CROSSINGS & TRENCH SPANSIMPERVIOUS BARRIER6"6"REINFORCED CONCRETE PIPE EMBEDMENT DETAILSTYPE "S"STANDARD EMBEDMENT/BACKFILLTYPE "P-S"STANDARD EMBEDMENT/BACKFILLFOR EXISTING AND PROPOSED PAVEMENTCONCRETE BEDDINGWATER AND SEWEREMBEDMENT DETAILWATER LINECONCRETE ENCASEMENTWATER AND SEWERSTANDARD EMBEDMENT FORSEWER LINE NOT IN R.O.W.EMBEDMENT WITHINRIGHT-OF-WAY SEWER LINESTANDARD EMBEDMENT DETAILFOR WATER LINE NOT IN R.O.W.EMBEDMENT DETAILS FOR P.V.C. PIPELONGITUDINAL VIEW - BORE WITH CASING AND PIPE INSTALLEDCASING AND CARRIER - BORING DETAILS6"RESIDENTIAL STREETCOLLECTOR STREETCONCRETE STREETMAJOR ARTERIALS AND THOROUGHFARESTYPICAL STREET-CUT BACKFILL FOR WATER PIPE INSTALLATIONTYPE 1TYPE 2TYPE 4TYPE 3TYPICAL PAVEMENT REPAIR DETAILSFOR SEWER PIPE INSTALLATIONTYPICAL HDPE "ADS" TRENCH CROSS-SECTIONTRENCH INSTALLATION DETAIL1212*FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019EMBEDMENT DETAILSC2.04 APPROVED MATERIALS2-2 1/2" DIA. HOSE NOZZLES WITH NST THREADS AND OPEN COUNTER-CLOCK WISE.M & H VALVE, MUELLER, INC. AND CLOW VALVE, INC.SHALL BE MANUFACTURED BY THE FOLLOWING MANUFACTURERS OR APPROVED EQUALS.THE BURY DEPTH SHALL BE DETERMINED BY ENGINEERS. HYDRANTS TO BE FURNISHEDMANUFACTURER IS ACCEPTABLE AS AN APPROVED EQUAL.THE CONTRACTOR. THE CITY WILL DETERMINE IF AN EQUIVALENT PRODUCTMANUFACTURERS ARE LISTED AS FOLLOWS:M.J. FITTINGS SHALL BE LISTED BY THE ENGINEER. APPROVED VALVEMANUFACTURED BY THE FOLLOWING MANUFACTURERS OR APPROVED EQUIVALENTS.FUSED BONDED COATING 10-12 MILS THICK WITH A STAINLESS STEEL STRAP.TUBING S.D.R. 9 - 200 PSI RATING.STEEL TUBE LINER OR STIFFENER WHEN USED ON POLYETHYLENE TUBING.1.1.1.2.1.1.2.1.FIRE HYDRANTS SHALL HAVE 5 1/4" MAIN VALVE, 4 1/2" DIA. PUMPER NOZZLE ANDFIRE HYDRANTPRIOR CITY APPROVAL MUST BE OBTAINED BEFORE VALVES ARE ORDERED BYMUELLER, INC., M & H VALVE AND CLOW VALVE, INC.RESILIENT WEDGE TYPE VALVE WITH CONNECTION CONFIGURATION, i.e. FLGD, ORGATE VALVES - 4" THRU 12"SMITH-BLAIR, INC.ROMAC INDUSTRIES, INC. ANDSERVICE SADDLES SHALL BE DUCTILE IRON ASTM 653, COATED WITH A NYLONSERVICE TAPPING SADDLESONE INCH TYPE K SOFT COPPERMETER SERVICE LINE WILL BE ONE-INCH SIZE AND BE POLYETHYLENE TUBINGMETER SERVICE LINE MATERIALALL COMPRESSION TYPE TUBING CONNECTORS WILL BE USED WITH STAINLESSOR APPROVED EQUIVALENTFORD TYPE BA43-444W-GMUELLER B-24258,ONE-INCH ANGLE STOP.CURB STOP (VALVE)OR APPROVED EQUIVALENTFORD fB1000MUELLER B25008,TWO INCH CORPORATION STOPOR APPROVED EQUIVALENTFORD TYPE f1000MUELLER H-15008,ONE INCH STOP AWWA TAPER (C.C.) THREAD.CORPORATION STOPBRASSFOR WATER DISTRIBUTION SYSTEM3. APPROVED RETAINER GLANDS.2. 4000 LBS. 6 SACK CONCRETE WITH A QUICK SET AGENT.LINE, SOME TYPE OF RESTRAINING DEVICE WILL BE USED. THESE DEVICES CAN BE:THIS SHOULD ENABLE SHUT DOWN OF EXISTING MAIN FOR A MINIMUM TIME.1. TEMPORARY BLOCK WITH TIMBER.GENERAL NOTE:WHEN A CONTRACTOR MAKES A CONNECTION BETWEEN A NEW LINE AND THE EXISTING CITYALL FIRE HYDRANTS SHALL BE FURNISHED WITH A STANDARD 4-1/2" x 5" STORZ CONNECTION2.NOTE:ALL FITTINGS TO BE DUCTILE IRON MECHANICALJOINT W/ MEGA LUGS. THE BID ITEM FOR D.I.M.J.FITTINGS WILL INCLUDE ALL NECESSARY BLOCKING.PLAN VIEWCONCRETE BASETHRUST BLOCKFIRE HYDRANTLOCATION ASVARIESDIRECTED BY CITYM.J.6" LINE6" GATE VALVE WITH BLOCKINGMAIN WITH BLOCKINGFLANGED TEETRENCHLONGER BY 6" INTERVALS BURY 4'-0" MINIMUM VARIES44"+/- 18" 6"NATURAL GROUND6" GATE VALVE WITH ADJUSTABLE VALVE BOXCONCRETE BLOCKBLOCKINGFLANGED TEE WITH BLOCKINGSTANDARD FIRE HYDRANT ASSEMBLY DETAIL(BASE 16" SQUARE x 6" THICK)NATURAL GROUNDTHRUSTBLOCKCONCRETECONCRETE HYDRANT BASENOT TO SCALESTANDARD HYDRA-STORZ CONNECTIONFOR 5" FIRE HOSE WITH STAINLESS STEELBUTTERFLY FLAPS OR APPROVED EQUAL(FACING STREET OR FIRE LANE)HYDRA-STORZ IS NOT TO BE PAINTED2-2 1/2" DIA. OPENINGSNATIONAL STANDARDTHREADFIRE HYDRANT SHALL BE PAINTED BY THE CONTRACTOR. THE CONTRACTOR WILLPAINT THE FIRE HYDRANT UPON COMPLETION OF INSTALLATION.1-1/2" PENTAGON OPERATING NUTOPENS COUNTER CLOCKWISENOTE: ALL METAL FITTINGS, VALVES FIREHYDRANTS, ETC. MUST BE WRAPPED ANDTAPED WITH POLYETHYLENE BEFORECONCRETE BLOCKING IS INSTALLED.NOTE: BLUE REFLECTIVE MARKERREQUIRED IN CENTERLINE OF PAVEMENT ATFIRE HYDRANT LOCATION.CRUSHED STONE ORGRAVEL (1" x 2" INSIZE) MIN. 2 CUBICFEETM.J. FITTINGS WITHANCHOR COUPLINGNOTE:(MARKING) BLUE MARKER SHALL BE PLACED AS CLOSE TO THE CENTERLINEOF THE ROAD AS POSSIBLE. IF THE HYDRANT IS LOCATED AT ANINTERSECTION, THE MARKER SHALL BE PLACED AS NEAR TO THE CENTERPOINT OF THE INTERSECTION AS POSSIBLE. THE MARKER SHALL BEOCTAGON OR HEXAGON SHAPED SO AS TO BE VISIBLE FROM ALL SIDES OFAN INTERSECTION. (CHECK WITH THE FIRE SERVICE IF THERE ARE ANYQUESTIONS)NOTE:(PAINTING) THE BONNET OR TOP OF THE HYDRANT SHALL BE PAINTED WITHA BASE COAT OF ALUMINUM OXIDE BASE WHITE OR SILVER PAINT ANDCOATED WITH A REFLECTIVE WHITE PAINT SUCH AS SCOTCHLITEREFLECTIVE LIQUID #43252 OR EQUIVALENT. THE BARREL OF THE HYDRANTSHALL BE PAINTED BRIGHT RED WITH A GOOD GRADE OF INDUSTRIAL PAINT.NO OBSTRUCTION OF ANY TYPE WILL BE ALLOWED WITHIN THREE FEET OFTHE HYDRANT IN ANY DIRECTION. THE HYDRANT WILL BE TESTED BY THEFIRE DEPT. AND THE CAPS SHALL BE PAINTED THE NFPA COLOR WHICH THETEST INDICATES. THIS WILL BE DONE BY THE FIRE SERVICE.NOT TO SCALECONCRETE CRADLEAT VERTICAL BENDSTYPICAL"D"TO UNDISTURBED SOIL"D" + 6" MINIMUM OR1,500 psi CONCRETESEE PLANVARIES"D""L"SANDSAND2'-0"SEE PLANVARIESCMAIN"D"NOTE: RETAINER GLANDS SHALL BE USED ONBLOCKING DETAILSALL FITTINGS 45° OR GREATER.BLOCKING TABLENOTE: CALCULATIONS IN MINIMUM AREA COLUMN ARE IN SQUARE FEET. CALCULATIONS IN MAXIMUM VOLUME COLUMN ARE IN CUBIC YARDS.DIMENSION "X" TO BE A MINIMUM OF 1', BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL. BE CLASS "B" (4 SACKS) (2000 psi)NOTE: CONCRETE FOR THRUST BLOCKS SHALL1500 psi CONCRETETHRUST BLOCKINGCONCRETE"A"PLUG"A""X"TEE"X"BEND"X ""E"-11^ 15' BENDS"D"-22^30' BENDS"C"-45^ BENDS"B"-90^ BENDSNOT TO SCALETYPICAL VALVE SETTINGAND VALVE BOXRESILIENT SEAT VALVE TO BE APPROVEDASSEMBLED CAST IRON ADJUSTABLESCREW VALVE BOX4" CONC. SLABBY CITY BEFORE PURCHASE MAINCONCRETE BLOCKGROUND LINE6' Max.YARDS AND NON-TRAFFIC AREASRESILIENT SEAT VALVENECESSARY EXTENSIONSVALVE BOX WITH6" CONC.SUBGRADE6' Max.PAVEMENTLIDSLABROADWAYS AND SURFACED AREASNOT TO SCALENOTE: IN THE EVENT THE TOP OF THE OPERATING NUT ISMORE THAN THREE FEET (3') DEEP FROM THE EXISTINGGROUND ELEVATION, VALVE STEM AND VALVE BOXEXTENSIONS SHALL BE FURNISHED BY THE CONTRACTOR TOBRING THE OPERATING NUT TO WITHIN THREE FEET (3') OFTHE EXISTING GROUND LEVEL. DUCTILE IRON PIPE CAN BEUSED FOR VALVES DEEPER THAN SIX FEET (6'). HOWEVER, INALL CASES THE TOP SIX FEET SHALL BE AN ADJUSTABLEVALVE BOX.FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019WATER DETAILSC2.05 CLASS "D" CONCRETEIF TEE USED, 1/8 BENDNOTE:SEWER MAINCLASS "D" CONCRETESEWER MAINCLASS "D" CONCRETE1/8 BENDSLOPE 1/4"/1'STANDARD SERVICE CONNECTIONTEE OR T-WYE1/8 BENDTEET-WYEPLUGEDGE OF PAVEMENT4" SEWERPLANELEVATIONVINYL TAPE5'-0" MIN.OF VINYL TAPE ATTACHED2" x 4" RED & WHITE STAKE18"12"TO BE PLACED AT PL WITH ENDPROPERTY LINETAPEPLUGEDGE OF PAVEMENT OR BACK OF CURB REQUIRED (SEE ELEVATION)4" SEWERPROPERTY LINECURB & GUTTER: TYPE "B" EMBEDMENT SHALL BE USED FOR SERVICE TRENCHEDSEWER SERVICES WILL BE BACKFILLED WITH 2:27 CONCRETE WHERE CROSSING UNDERCLASS 'D' CONCRETEWYE WITH 1/8 BENDCOMBINATION TEE WYE OR1/8 BEND1/8 BENDDEEP SERVICE CONNECTION(WHERE SEWER MAIN EXCEEDS 8' FLOW LINE DEPTH)WITHIN THE STREET.NOTE:SEWER MAINPLUG4" SEWERCONCRETECLASS 'D'MIN. SLOPE 1/4"/1'VINYL TAPE5'-0" MIN.OF VINYL TAPE ATTACHEDTO BE PLACED AT PL WITH END2" x 4" RED & WHITE STAKE18"12"PROPERTY LINE2. SEWER LINES 15 FEET DEEP OR GREATER SHALL BE PVC SDR 26 MINIMUM VERTICAL BEND SHALL BE ELIMINATED. THE BORE PORTION OF THE ROADWAY CROSSING SHALL BE GRADED ON 2.00% (MIN.) ASCENDING GRADE.1. WHEN 4" SEWER SERVICE LINE ROADWAY CROSSINGS ARE MADE BY BORING THE UPPER3. CURB SHALL BE STAMPED WITH A 'W' OR 'S' ( 2" MIN.) AT WATER AND SEWER SERVICE LOCATIONS.4. USE SAME DETAIL FOR ALL SIZE SERVICE. VARY LOCATIONS SHOWN TO FIT FIELD CONDITIONS.TO CONFORM TO ACTUAL FIELD CONDITIONS.6. CONCRETE UNDER CURB IS REQUIRED WHERE SERVICE IS INSTALLED BY OPEN CUT UNDER5. IN AREAS WHERE CONSTRUCTION CONDITIONS VARY FROM THOSE SHOWN, ADJUST LOCATIONS7. SEWER SERVICE TO BE EXTENDED TO EASEMENT LINE IF EASEMENT IS PRESENT ADJACENT TONOTES:EXISTING CURB.PROPERTY LINE.VARIABLE DEPTH (OR EQUAL) AT ALL CLEANOUTS6" PVC CLEANOUT STACKCLEAN-OUTPLUG45^TRINITY VALLEY NO.684CLEANOUT COVEROR EQUIVALENTFOR CLEANOUT REFERS TO THENOTE: STATION CALLED OUT ON PLANS2' WIDE BY 3' LONG CLASS B (2500)SET CLEANOUT BOOT CASTING INGROUND LINESTATION OF THE WYE.CONCRETE WITH 3/8" REINFORCINGBARS ON 6" CENTERS BOTH WAYS.(USE 4'x4' BOXOUT IN CONCRETEPAVEMENT)6"3'-0"TOP SHALL MATCHPAVEMENT GRADE ANDSLOPE IN STREETS.6" PLUG CHERNE MODEL 260-271ECCENTRIC CONENOTE: MAXIMUM OF 18" FOR GRADE RINGS FOR GRADE ADJUSTMENT.CONCENTRIC CONEGRADE RINGSPLANSECTION32 "5"VARIESAND PLACED AS ILLUSTRATED( TWO REQD. ) LAP 10"W4.7 STEEL BARS DEFORMEDCONCENTRIC FLATTOP FOR ECCENTRIC OPENINGNo.5 BAR AT PERIMETER-LAP 10"8"REBAR PLACEMENTNo.4 BARS AT 8" ON CENTER BOTH WAYSNo.5 BARS AT 6" ON CENTER BOTH WAYSFOR SEWER MANHOLEVARIES9"72" FOR 5' ID M.H.86" FOR 6' ID M.H.58" FOR 4' ID M.H.REINFORCEMENT BARS TO BE GRADE 60DESIGN FOR H-20 LOADINGCONCRETE TO BE 5000 psiNOTE:32"32"32"SEWER MAINWEIR(SEE DETAIL)3/8" DIAMETER STAINLESS ANCHORBOLTS WITH 1 1/2" STAINLESSREMOVE PORTION OF DROPPIPE TO CONNECT AS SHOWNWEIR DETAILNOTE: MANHOLE RING AND COVER DETAILSELEVATIONDROP MANHOLEPROVIDE 0.1 Ft. DROP ACROSS MANHOLEGROUTED TO MANHOLE WALLP.V.C. 90^ BENDGROUTPLANGROUTPLACEMENTONLY AT LOCATIONS APPROVED BY CITYSTEEL PIPE STRAPS DRILLED AND SEE PRE-CAST MANHOLE DETAIL FORLIFTING DEVICE TO BE PROVIDEDFOR EACH SECTIONFLEXIBLE PIPE TO MANHOLE CONNECTORSHALL BE PROVIDED AT ALL OPENINGS.PSX-POSITIVE SEAL AS MANUFACTUREDHEWITT, TX, or equalCONCRETE PRODUCTS INC.BY PRESS SEAL GASKET CORP.,FORT WAYNE, INDIANA, or equal3'-0" VARIABLE DEPTH STANDARD MANHOLE DEPTH = 6'-0"MORTAR58"6"5"PLACE GROUTFOR PROPERINVERT FLOW0.1 FALL ACROSSS.S.M.H.CONCRETE GRADE RINGS5"6"8"AT EACH JOINT"O" RING TO BE PROVIDEDELEVATION4'-0"PRE-CASTILLUSTRATION TYPICAL FOR 4' DIA. MANHOLE - ADJUST DIMENSIONS AS NECESSARY FOR LARGER MANHOLESMANHOLES WILL CONFORM TO ASTM SPEC. C-478CONCRETE TO BE Min. 4,000 psi.32"PRE-CAST REINFORCEDNOTE: PRE-CAST MANHOLES WILL HAVE 0.1 DROP ACROSS MANHOLECONCRETE PAVEMENT:DOWEL MIN. LENGTH 18"REINFORCING - No.4 BARS ON 6" CENTERS BOTH WAYS.7" MIN. THICKNESS OR MATCH PAVEMENTCONCRETE SHALL BE 4000 PSI3/4' DOWELS AT 12" OC INTO CONCRETE PAVEMENTEXPANSION JOINTS REQUIREDBOXOUT REQUIRED IN ASPHALT OR CONCRETE PAVEMENTMANHOLE BOXOUT DETAIL4'-0"CLASS "A" CONCRETE(4000 PSI)EXPANSION JOINT24"32"9"9"4'-0"PLANELEVATION6" MIN.6" MIN.12" MIN.32"4'-0"6'-0" MIN.2'-0"VARIABLE DEPTHSTANDARD MANHOLE DEPTH = 6'-0"PERMISSION OF CITY DIRECTOR OF PUBLIC WORKS. 2. CAST IN PLACE MANHOLES WILL HAVE 0.1 DROP ACROSS MANHOLEMORTARCAST-IN-PLACE 3. MANHOLES WILL CONFORM TO ASTM SPEC. C-478FLOW COVER TO BE APPROVED BYTHE CITY PRIOR TO PURCHASECONCRETE AS SPECIFIEDMONOLITHICALLY PLACEDREINFORCED CONCRETE GRADE RINGSCAST IRON MANHOLE RING ANDNOTE: MANHOLE RING AND COVER DETAILSGENERAL NOTES: 1. CAST IN PLACE MANHOLES MAY BE USED ONLY WITH WRITTEN SEE PRE-CAST MANHOLE DETAIL FOR(PAMREX 32" CDPA80EHSSE ORAPPROVED EQUAL)(PAMREX 32" CDPA80EHSSE ORAPPROVED EQUAL)CAST IRON COVER TO BE APPROVEDBY THE CITY PRIOR TO PURCHASEMANHOLE COVERREWESYRATINASMANHOLE FRAME AND 32" DIA.COVER TO BE APPROVED BY THECITY PRIOR TO PURCHASE.A WATERTIGHT RING & SEALED COVERSHALL BE USED IN AREAS SUBJECTTO WATER INTRUSION.(PAMREX 32" CDPA80EHSSE ORAPPROVED EQUAL)(PAMREX 32" CDPA80EHSSE ORAPPROVED EQUAL)FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SANITARY SEWER DETAILSC2.06 +-+-13"-+-+6"6"SEE DETAIL12" IN WALLSVARIABLE IN DECK12"SPACINGCENTERS (ALLGRATE OR APPROVED EQUAL.LENGTH = H + 7"C BARS AT 6"CENTERS (VERT.)12" CENTERSB BARS AT12" JOINTSB BARS ATFINISHED GRADEBRICK TO TOP SLABAROUND RING TO BOND6-1/2" X 0'-9" DOWELSINVERT SHAPING3"2"3"2"PLANFOUR WALLS)STAGE IISTAGE I H + 17" H (VARIABLE)VARIES9"TO FINISHED GRADEEXTEND CONCRETE WALLSCONSTRUCTION JOINTCONTRACTOR), USE VULCAN V-5624(TO BE FURNISHED AND INSTALLED BYCAST IRON GRATE INLET, FRAME, AND BOX.4"4"6"6"4"6"8"PIPE O.D. + 12"8"VARIES 2"(IN WALL)A BARSB BARSD BARSC BARS AT 6"6"4"4"4"3"(SAME BOTH WAYS)B BARSA BARS (IN WALL)2"SIZE4'-6"A BAR2 X "H" IN WALLS10 IN BOTTOM836BCD2 X "H" IN WALLS14 IN BOTTOMBARALENGTH#4#4#4#4BARNO. REQUIRED1 @ 2'-0"2'-3""H"+7"5'-0"6'-8"SEE PLAN - PROFILE SHEET N.T.S.APPROVED EQUAL.SOUTHWEST, INC., FT. WORTH, TEXAS, ORGASKETS AS MANUFACTURED BY DELTA-AND GROOVE PIPE USING OMNI-FLEXCONCRETE RUBBER GASKET OR TONGUE12" CENTERSBOTH DIRECTIONSA BARS AT12" CENTERSPIPE O.D. + 12"8"CONSTRUCTION JOINT3"ELEVATION8"VARIES8"2 @ 6'-6"A BARS AT(CONCRETE FILL)5ESEE DETAIL#42 @ 4'-8"NOTE: STORM DRAIN PIPE TO BE REINFORCEDGENERAL NOTES:IN GENERAL, REINFORCING STEEL SHALL BE NO. 4 BARS, ON 12" CENTERS BOTHWAYS FOR GUTTER, BOTTOM SLAB, ENDS, AND FRONT AND BACK WALLS, AND NO.4 BARS ON 6" CENTERS BOTH WAYS FOR TOP SLAB IN BOTH INLETS ANDEXTENSIONS, AND ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUNDMANHOLES AS SHOWN.ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL OFINTERMEDIATE OR HARD GRADE CONFORMING TO ASTM A-15. DEFORMATIONSSHALL CONFORM TO ASTM A-305-56T.ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C.Y. AND A MINIMUMCOMPRESSIVE STRENGTH AT 28 DAYS OF 3500 PSI). ALL EXPOSED CORNERS SHALLBE CHAMFERED 3/4".ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2" TO THE CENTER OFTHE BARS, 8'-0" OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTINGCURB AND GUTTER DOWNSTREAM SHALL BE REMOVED AND REPOUREDINTEGRALLY WITH EACH INLET.ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING.PRE-CAST INLETS ARE ACCEPTABLE. (KNOCK-OUTS ONLY ALLOWED ONCONNECTION SIDE)FIELD BEND OR CUT BARS AS REQUIRED TO ACCOMODATE SEWER PIPE.DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS.6"VARIES6"NOTE:GRATES TYPES AND SIZESSHALL BE INSTALLED ASCALLED OUT IN THE PLANS.FRAME WIDTHAS SHOWNON PLANSTYPICAL CATCH BASINNOT TO SCALEREFER TO GRADING PLANFOR ELEVATIONDOWNSPOUT, REFER TO ROOF PLANNOTES FOR ADDITIONAL INFORMATIONFACE OF WALLTYPE AND SIZE SHALL MATCHDIMENSIONS OF DOWNSPOUT SHOWNIN ARCHITECTURAL PLANS.COORDINATE COLOR WITHOWNER/ARCHITECT.GRADE OR SIDEWALK, REFER TO CIVILSCHEDULE 40 COUPLING FITTING. SIZETO MATCH OUTLET SIZE OF SELECTEDDOWNSPOUT BOOT.SCHEDULE 40 PVC DRAIN LINE. SIZE TOMATCH OUTLET SIZE OF SELECTEDDOWNSPOUT BOOT.UNDERGROUND DRAIN PIPE TO WITHIN5'-0" OF BLDG. PERIMETER - REFER TOCIVIL DOCUMENTSPROVIDE REDUCING STOPPER ASDETAILED.NOT TO SCALESUBGRADE DOWNSPOUT BOOT DETAILOFFSET AS REQUIRED.NOTE:REDUCTION MAY BE CENTERED ORPIPE SPIGOTDOWNSTREAMUPSTREAMPIPE BELLPIPE DIAMETERUPSTREAM AS REQUIRED6", 8" OR 12"REDUCING STOPPERN.T.S.NOTES:THIN WALL KNOCKOUTS WILL ONLY BE ALLOWED AT LOCATIONSWHERE PIPES WILL CONNECT. IF NO PIPE CONNECTION THIN WALLKNOCKOUT SHALL NOT BE ALLOWED8"NOT TO SCALESLOPING ENDWALL1'-6"FED.RD.DIV.NO.STATESHEETSTATEDIST.NO.NO.TEXAS6COUNTY21CONT.SECT.JOBHIGHWAY NO.FILE NO.FEDERAL AID PROJECT NO.4'-0" + O.D. PIPE A***FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019STORM SEWER DETAILSC2.07 TEXAS21GUTTER DEPRESSIONDOWNSTREAM=1" PER FT.1'-0"STANDARD CURB INLET DETAILTOP STEEL #4 BARS ON 6" CENTERSSHAPE TO NORMALNORMAL GUTTER LINECROWN AT QUARTER POINTSECTION B-B1-#6 BAR#4 BARS ON 6"CENTERS BOTH WAYS6" TYPICAL(MIN. 2'-9")VARIABLE DIMENSION 'W'INSIDE DIA. OF PIPE + 1'-0"BOTH DIRECTIONSIN WALLS & BOTTOMRCPSLAB.2"6"DEPRESSEDGUTTER#4 BARS @ 12"LINEON CENTERS,VARIABLE DIMENSION 'H'90^6", TYPICAL6"BOTH WAYS, EXCEPT 1-#6 BAR INOUTSIDE EDGE AND ADDITIONALSTEEL AROUND MANHOLE.6"2'-0"REINFORCING STEEL NOT SHOWNTRANSITION FORGUTTER DEPRESSIONNORMAL 8'-0"TRANSITION FORNORMAL 8'-0"U.S.=3/16" PER FT.NORMAL GUTTER LINEDEPRESSED GUTTER LINEFRONT EDGE OF GUTTERUPSTREAM=1/2" PER FT.NOTE:GUTTERELEVATION1'-6"INVERT SHAPING(CONCRETE FILL)RCPPLANBRCPBD.S.=3/8" PER FT.TOP OF CURB10', 15', OR 20', (SEE PLANS)INLET2 MANHOLES REQUIRED6"20' INLET2'-0"MIDBEAM FORB6"BTRANSITION FORNORMAL 4'-0"RCPGUTTER4'-0"NORMAL2'-6"TRANSITION FORFRONT EDGE OF GUTTER6"NOT TO SCALENOTE: TOPS OF CURB INLETSSHALL CONFORM TO THEGRADES SHOWN ON THEGRADING PLAN+-+-13"-+-+6"6"SEE DETAIL12" IN WALLSVARIABLE IN DECK12"SPACINGCENTERS (ALL18" MAX.HEAVY DUTY COVER OR APPROVED EQUAL.LENGTH = H + 7"C BARS AT 6"CENTERS (VERT.)12" CENTERSB BARS AT12" JOINTSB BARS ATPAVING SURFACEBRICK TO TOP SLABAROUND RING TO BOND6-1/2" X 0'-9" DOWELSINVERT SHAPING3"2"3"2"PLANFOUR WALLS)STAGE IISTAGE I H + 17" H (VARIABLE)VARIABLE9"2'-0"OR APPROVED ALTERNATEREINFORCED CONCRETE RINGSCONSTRUCTION JOINTCONTRACTOR), USE E.J.I.W. 1342 W/EXTRA(TO BE FURNISHED AND INSTALLED BYCAST IRON MANHOLE FRAME AND COVER4"4"6"6"4"6"8"PIPE O.D. + 12"8" VARIES 2"E BARS(IN WALL)A BARSB BARSD BARSC BARS AT 6"6"4"4"4"2"2"2"2"2"2"3"(SAME BOTH WAYS)B BARSE4"A BARS (IN WALL)2"SIZE4'-6"A BAR2 X "H" IN WALLS10 IN BOTTOM836BCD2 X "H" IN WALLS14 IN BOTTOMBARALENGTH#4#4#4#4BARNO. REQUIRED1 @ 2'-0"2'-3""H"+7"5'-0"6'-8"19 1/4"20 1/2"STORMSEWER22 7/8"21 7/8"4"26"STORM SEWER LIDSEE PLAN - PROFILE SHEET N.T.S.NOTE:A CHAIN RETENTION DEVICELID TO BE FURNISHED WITHAPPROVED EQUAL.SOUTHWEST, INC., FT. WORTH, TEXAS, ORGASKETS AS MANUFACTURED BY DELTA-AND GROOVE PIPE USING OMNI-FLEXCONCRETE RUBBER GASKET OR TONGUE12" CENTERSBOTH DIRECTIONSA BARS AT12" CENTERSPIPE O.D. + 12"8"CONSTRUCTION JOINT3"ELEVATIONSTORM SEWER MANHOLE DETAILS8"VARIES8"CENTER OF BARS.SEWER PIPE.HAVE BEEN COMPLETED.2 @ 6'-6"ALL CONCRETE SHALL BE CLASS "A" CONCRETE.DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THEFIELD BEND OR CUT BARS AS REQUIRED TO ACCOMMODATENORMALLY GIVEN UNTIL THE SUBGRADE AND BASE COURSESNOTE: A TEMPORARY METAL COVER SHALL BE INSTALLED AFTERSTAGE I IS COMPLETED AND WILL REMAIN IN PLACE UNTILSTAGE II IS BEGUN. STAGE III WILL NOT BE BUILT UNTILAPPROVED BY THE ENGINEER. APPROVAL WILL NOT BEA BARS AT(CONCRETE FILL)5ESEE DETAIL#42 @ 4'-8"NOT TO SCALENOTE: STORM DRAIN PIPE TO BE REINFORCEDFIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019STORM SEWER DETAILSC2.08 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.09 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.10 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.11 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.12 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.13 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.14 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.15 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.16 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.17 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.18 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.19 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.20 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.21 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.22 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.23 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.24 FILTER FABRIC WYE INLET PROTECTIONSTONE OVERFLOW STRUCTURESILT FENCEISOMETRIC PLAN VIEWROCK CHECK DAMCURB INLET PROTECTION DETAILFIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019SEDIMENT CONTROL DETAILSC2.25 2'-0" Min~ 3'-0"MaxEq SpaL2L3P1L5L4P2PIPE RUNNER LAYOUTL1Eq Spa at2'-0"Min~ 2'-6"MaxEq Spa at2'-0"Min~ 2'-6"Max Texas Department of TransportationBridge DivisionSHEET 2 OF 3DISCLAIMER: The use of this standard is governed by the "Texas Engineering PracticeAct". No warranty of any kind is made by TxDOT for any purpose whatsoever.TxDOT assumes no responsibility for the conversion of this standard toother formats or for incorrect results or damages resulting from its use.BBWorkingPoint (Typ)6" Min ~ 1'-6" Max6"CCCCCL PipeRunnersC(Typ)2'-0"Min3'-0"MaxL ToewallAnchor BoltsPIPE RUNNER PLAN_______Wingwall Bracket (Typ)Texas Department of TransportationBridge DivisionSHEET 3 OF 3L Wingwall AnchorBolt (Typ)HIGHWAYJOBSECTCONTROLCOUNTYFEDERAL AID PROJECTSHEETDW:CK:CK:DN:FILE:REVISIONSstpa30se.dgn___GAF_CAT_GAF____________________________________TxDOT_______C TxDOTDISTRICT__________________________HIGHWAYJOBSECTCONTROLCOUNTYFEDERAL AID PROJECTSHEETDW:CK:CK:DN:FILE:REVISIONSstpa30se.dgn___GAF_CAT_GAF____________________________________TxDOT_______C TxDOTDISTRICT__________________________ Note: Left forward culvert skew shown,actual culvert skew may be opposite hand.Eq Spa at 2'-0" Min ~2'-6" MaxDISCLAIMER: The use of this standard is governed by the "Texas Engineering PracticeAct". No warranty of any kind is made by TxDOT for any purpose whatsoever.TxDOT assumes no responsibility for the conversion of this standard toother formats or for incorrect results or damages resulting from its use.Longest WingPipe RunnerShortest WingPipe Runner1111 9"4 "L PipeCCL PipeCC1"ANCHOR PIPE DETAILS9"Trim Pipeas shown3'-0"L †" DiaThrough HolePIPE RUNNER DETAILS8Note: Pipe diameter required forHeadwall pipe runner shall alsobe used for wingwall pipe runner.L †" Dia Through Hole(at upper end of Pipe Runner)L Headwall AnchorBolt (Typ)1112Note that the tabular quantities are givenfor estimating purposes only. It is likelythat these quantities will change due tofield conditions. Therefore, all dimensionsshall be verified by the Contractor in thefield prior to fabrication of the Safety EndTreatment components.13Quantities shown include, if present, theNon-Sliding Pipes.If the outermost Wing Pipe Runner is aNon-Sliding Pipe Runner, the next outermostWing Pipe Runner shall be considered theShortest.5 "2 †"CCCCAnchor ToewallUpper BracketTop ofWingLower BracketSECTION B-BAnchor Pipe (Typ)5 "5 "(Typ)(Typ)+-3" Min9" MinKHSL11'-6" , 9" Min-+98Wing SlabPipeCulvertHeadwallPipe RunnerAnchor Pipe8L †" Dia x 7" ToewallAnchor Bolt w/ Nut & Washer6"(Showing Headwall Pipe Runner. Except for upperbracket, Wingwall Pipe Runners are similar.)L †" Dia x 7"Headwall AnchorBolt w/ Nut& WasherHeadwallPipe Runner9SideSlope3:14:16:1Eq Spa at 2'-0" Min ~2'-6" Max2 "789Pipe Runner LengthPipe Runner Length1 "1 "1"4"3 "1"2 "CL †" Dia HoleTypPL † (Typ)1 "1 "1"5"4 "1"3 "CL †" Dia HoleTypPL † (Typ)1"WINGWALL BRACKET DETAILSUPPER & LOWER BRACKET DETAILSCWingwallBracketPipe O.D. †"Pipe O.D. †"Clip inside corner of Stiffeners †"†"†"Inside Faceof WingwallSIDE VIEWELEVATIONELEVATIONSIDE VIEWELEVATIONSECTION C-CCCTop ofWingwallL WingwallAnchor Bolts3 †"C4 †"†"†"†"†"(Typ)7Wing PipeRunner orNon-SlidingPipe RunnerL †" Dia x 8" Boltw/ Nut, StandardWasher, & 1 ~3" Plate Washer(note boltorientation)ŠL " Dia Holes CL " Dia Holes C(Showing installed bracket.)L " Dia Holes CCL " Dia Holes Š†" Anchor Bolt shall be installedin hole nearest to the headwall.Other bolt hole is intended for useon the opposite hand wingwall. Pipe O.D. †"(Showing installed bracket normal to Wall.Pipe not shown for clarity.)NOTE: Wingwall Bracket shall match the Upper Bracket size.NOTE: Upper and Lower Brackets shall, except for the Brackets used with Non-Sliding Pipe Runners, match the required pipe diameters as shown in the table.++ Pipe O.D. †"++6" Min ~1'-6" Max13Total Lengthof AllPipe RunnersTotal Lengthof AllAnchor Pipes+Total Lengthof WingwallPipe RunnersHeadwallPipe RunnerLength(()))()(+3.000'==No. ofHeadwallPipe RunnersNo. ofWingPipe RunnersNo. ofHeadwallPipe Runners5" STD4" STD3" STDPipeSizePipeO.D.3.500"4.500"5.563"2" STD2.375"PipeI.D.2.067"3.068"4.026"5.047"-No. ofNon-SlidingPipe RunnersSAFETY END TREATMENTWITH FLARED WINGSTYPE I ~ CROSS DRAINAGESAFETY END TREATMENTWITH FLARED WINGSTYPE I ~ CROSS DRAINAGE9"4 "L PipeCCTrim Pipeas shown1"CL †"x 2" SlottedThrough HoleL †" Dia ThroughHole (oriented 90^to Slotted Holes)NON-SLIDING PIPE RUNNER DETAILSNon-Sliding Pipe RunnerSee table for LengthNote: Pipe size shall be same as required for headwall piperunner. Adjust the corresponding Lower Bracket accordingly.9 HeadwallPipe RunnerLength(Ft-In)No. ofWingPipesLongestWingwallPipe RunnerLength(Ft-In)ShortestWingwallPipe RunnerLength(Ft-In)Total Lengthof WingwallPipe Runners(Ft-In)L1(Ft-In)P1(Ft-In)L3OverallDimension(Ft-In)P2(Ft-In)L4OverallDimension(Ft-In)Non-SlidingPipeLength(Ft-In)PipeRunnerSize121312NumberofSpacesin L3NumberofSpacesin L4L2OverallDimension(Ft-In)NumberofHeadwallPipesNo.of L2SpacesNumberofPipeCulvertsSTANDARD PIPE RUNNERAND ANCHOR PIPESIZESTOTAL PIPE LENGTHS FORMULAS:SPECIAL NOTE:Anchor Pipe size shall be the next smallersize than the Pipe Runner size. May_2005______May_2005______SETP-FW-A-30FOR 30 SKEW ARCH PIPE CULVERTSFOR 30 SKEW ARCH PIPE CULVERTSSETP-FW-A-30 DISCLAIMER: The use of this standard is governed by the "Texas Engineering PracticeAct". No warranty of any kind is made by TxDOT for any purpose whatsoever.TxDOT assumes no responsibility for the conversion of this standard toother formats or for incorrect results or damages resulting from its use.Texas Department of TransportationHIGHWAYJOBSECTCONTROLCOUNTYFEDERAL AID PROJECTSHEETDW:CK:CK:DN:FILE:REVISIONSstpa30se.dgn__GAF__CAT___GAF__________________________________BWH________C TxDOTDISTRICT_____________________________Bridge Division3:14:16:1Values for one PipeXWYLValues to beadded for eachaddt'l PipeSIZE OFPIPE ARCHSLOPEDESIGNSpanRiseGKHTABLE OF DIMENSIONSNOT VARIED WITH SLOPEDESIGNSpanRiseSIZE OFPIPE ARCH A # 4 1'-0" ~ B # 3 1'-6" ~ C # 4 1'-0" ~ D # 3 1'-0" ~ E # 5 ~ 4 F # 5 ~ ~ G # 3 ~ 2 S # 4 ~ 6 V # 4 1'-0" ~ W # 5 ~ 4 TABLE OFREINFORCING STEELBarSizeSpaNo.4Reinf(Lbs)Conc(CY)X and WReinf(Lbs)Conc(CY)11May_2005______SAFETY END TREATMENTWITH FLARED WINGSTYPE I ~ CROSS DRAINAGEFOR 30 SKEW ARCH PIPE CULVERTSSETP-FW-A-30SHEET 1 OF 3ArchPipeCulvertDesignArchPipeCulvertDesign 3 4 5 6 7 8 9 3 28" 20" 6'- 3" 207 1.8 72 0.8 4 35" 24" 7'- 3" 251 2.3 98 1.1 5 42" 29" 8'- 6" 309 2.9 126 1.5 6 49" 33" 9'- 6" 355 3.6 145 1.9 7 57" 38" 10'- 9" 423 4.4 178 2.4 8 64" 43" 12'- 0" 492 5.4 221 3.0 9 71" 47" 13'- 0" 549 6.2 255 3.6 3 28" 20" 8'- 4" 266 2.4 81 1.0 4 35" 24" 9'- 8" 328 3.1 112 1.4 5 42" 29" 11'- 4" 390 4.1 139 1.8 6 49" 33" 12'- 8" 469 4.9 170 2.3 7 57" 38" 14'- 4" 547 6.2 204 3.0 8 64" 43" 16'- 0" 650 7.5 256 3.7 9 71" 47" 17'- 4" 723 8.7 295 4.4 3 28" 20" 12'- 6" 397 3.9 100 1.3 4 35" 24" 14'- 6" 480 5.1 132 1.8 5 42" 29" 17'- 0" 596 6.7 172 2.5 6 49" 33" 19'- 0" 717 8.2 212 3.2 7 57" 38" 21'- 6" 853 10.4 264 4.1 8 64" 43" 24'- 0" 1009 12.6 325 5.1 9 71" 47" 26'- 0" 1139 14.7 382 6.1 3 2'- 3" 2 1 2 3" STD 4 2'- 9" 2 1 2 3" STD 5 2'- 0" 3 2 3 3" STD 6 2'- 9" 3 2 3 3" STD 7 2'- 0" 4 3 4 3" STD 8 2'- 6" 4 3 4 4" STD 9 2'- 0" 5 4 5 4" STD 3 2'- 0" 3 2 3 3" STD 4 2'- 9" 3 2 3 3" STD 5 2'- 0" 4 3 4 4" STD 6 2'- 0" 5 4 5 4" STD 7 2'- 0" 6 5 6 4" STD 8 2'- 0" 6 5 6 4" STD 9 3'- 0" 6 5 6 4" STD 3 2'- 0" 5 4 5 4" STD 4 3'- 0" 5 4 5 4" STD 5 2'- 6" 6 5 6 4" STD 6 2'- 3" 7 6 7 4" STD 7 2'- 9" 8 7 8 4" STD 8 2'- 0" 9 8 9 5" STD 9 2'- 0" 10 9 10 5" STDGENERAL NOTES:Bars WsBars SAABars WLs3"(Typ)X/2XW6"Bars V -VS1SXBars A -A1xBars BBars V -VL1LX30°Y8"Bars CBars Fs645°Toe ofSlopeCL Pipeor PipesBars EBars CBars FLBars F ~ 2"2"Spacingat 1'-0"Max(Typ)Bars GGLSpanSpanELEVATIONShowing dimensionsPLANH1'-0"6"4"3"KBars T6"Bars SL1XBARS B & B -B1X1'-2"9" MinBars BBars BxBARS C3"SBARS C3"1'-6"1'-0"6"(2'-0" long)4"SLBARS V & V(2'-0" long)1'-6"4"L45°HKBars GBars ABars BBars CBars SBars V -V1xBars WBars D -D1xBars EBars EBars VBars SBars BBars A -A1x3Const JtBars WBars DConforms to SL:1 slopeperpendicular to Rdwy8"4"1'-6"1'-0"6"6"6"Contractor shallprovide bars asneeded to supportBar W on insideface of wall.4"Min3"2MaxFinished Grade(Roadway Slope)5Y 4"+6"4512 x H 712 x L12 x H 712 x L 1"Min Length = 6" 3" xMax Length = 12 x H 3" x3Provide a 1'-0" footing as shown where requiredto maintain 4" Min cover for pipes.2-+---For vehicle safety, curbs shall project no morethan 3" above finished grade. Curb heightsshall be reduced, if necessary, to meet theserequirements. No changes will be made inquantities and no additional compensation willbe allowed for this work.Quantities shown are for one structure end only(one headwall).1Lengths of wings based on SL:1 Slope along thisline.6SECTION A-ATYPICAL WING ELEVATION3BarsB -BQuantities shown are for metal pipe and willdecrease slightly for concrete pipe installations. 3 28" 20" 1'- 5" 1'- 0" 2'- 8" 4 35" 24" 1'- 8" 1'- 0" 3'- 0" 5 42" 29" 1'-11" 1'- 0" 3'- 5" 6 49" 33" 2'- 2" 1'- 0" 3'- 9" 7 57" 38" 2'- 5" 1'- 0" 4'- 2" 8 64" 43" 2'-10" 1'- 0" 4'- 7" 9 71" 47" 3'- 2" 1'- 0" 4'-11"TABLE OF VARIABLE DIMENSIONSAND QUANTITIES FOR ONE HEADWALL4 Designed according to current AASHTO Standardand Interim Specifications. The Safety End Treatment shown herein areintended for use in those installations whereout of control vehicles are likely to traversethe openings approximately perpendicular tothe pipe runners. The Safety Pipe Runners are designed for atraversing load of 1,800 pounds at yield asrecommended by Research Report 280-1, "SafetyTreatment of Roadside Cross-Drainage Structures",Texas Transportation Institute, March 1981. Reinforcing steel shall be placed with thecenter of the outside layer of bars 2" from thesurface of the concrete. All reinforcing steel shall be Grade 60. All concrete shall be Class "C" and shall havea minimum compressive strength of 3600 psi. All bolts, nuts, washers, brackets, angles andpipe runners are considered parts of the SafetyEnd Treatment for payment. Pipe Runners shall conform to the requirementsof ASTM A53 (Type E or S, Grade B), ASTM A500(Grade B), or API 5LX52. Bolts and nuts shall conform to ASTM A307.Steel plates shall conform to ASTM A36. Allsteel components, except reinforcing, shall begalvanized. Galvanizing damaged during transportor construction shall be repaired in accordancewith the specifications.123456123456123456123456123456123456123456 1 3 5 7 810 2 4 6 81012 2 5 7101215 2 5 8111417 2 6 9121619 3 711141822 3 712162024 1 3 5 7 810 2 4 6 81012 2 5 7101215 2 5 8111417 2 6 9121619 3 711141822 3 712162024 PipeO.D. †"-101010 BOTTOM WIDTH#4 BARS3"#3 L BARS @ 18" C-CCONSTRUCTIONJOINTCONCRETE SHALL BE3600 PSI @ 28 DAYS#4 BARS @18" C-C BOTH WAYS9"9"DEPTH VARIES(SEE PLAN)3"3"WASHED ROCK TO BE COVERED WITH STAKED BURLAP OROTHER SUITABLE MEANS, APPROVED BY THE ENGINEER,TO HOLD IN PLACE WHILE CONCRETE IS BEING PLACED.AS REQUIRED FOR 1 SQ./FT.(1 CU./FT. PER/FT. CONTINUOUS)(12" FOR FOR 2:1 SIDE SLOPE)WASHED ROCK(1 CU./FT. PER./FT. CONTINUOUS)LC6" MIN.2"PROJECTION6" MIN.CUTOFF10' C-C 2" SCHD 40PVC CUT FLUSH ASSHOWN TYPICAL EACH SIDEVARIES12"12"1NO SCALETYPICAL TREE PROTECTION FENCINGHIGH VISIBILITY PLASTIC MESH FENCINGSINGLE TREETREE CLUSTERDRIP LINECRITICAL ROOT ZONE20' (CONCEPTUAL) TOOUTERMOST DRIP LINE20' (CONCEPTUAL) RADIUSFOR CONCENTRIC CIRCLEHIGH VISIBILITY PLASTIC MESH FENCINGDRIP LINETRUNKCRITICAL ROOT ZONE AREANO SCALECRITICAL ROOT ZONE:The area of undisturbed natural soil around a tree defined by a concentric circle witha radius to the distance from the tree trunk to the outermost portion of the drip line.DRIP LINE:A vertical line run through the outermost portion of the canopy of a tree and extendingto the ground.TYPICAL TREE BORING AND TUNNELINGNO SCALETRENCH - 40% ROOT KILLTUNNELING SAVES ROOTSBORING:Boring of utilities under protected trees shall be required in those circumstances where it isnot possible to trench around the critical root zone of protected trees. When required, thelength of the bore shall be the width of the critical root zone at a minimum and shall be aminimum depth of 48 inches.TYPICAL TREE PRUNINGA. Make partial cut from beneath, at a point several inches away from the trunk.B. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely.C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk.ANO SCALEBCTREEPROTECTIONSIGNTREEPROTECTIONSIGNTREEPROTECTIONSIGNPROTECTIVE FENCING:Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4') highand supported at a maximum of ten-foot (10') intervals by approved methods sufficient enough to keep the fenceupright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed tothe fence every twenty (20) feet in such a manner to be clearly visible to the workers on-site.PRIOR TO CONSTRUCTION:The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a constructionsite, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them fromconstruction activity. All protective fencing shall be in place prior to commencement of any site work and remain inplace until all exterior work has been completed.The following activities are prohibited within the limits of the critical root zone of any protectedtree subject to the provisions of the Tree Preservation Ordinance. The following proceduresshall be followed on all types of construction projects (including residential, commercial, andmunicipal / public domain projects).1. Material Storage: No storage or placement of materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the critical root zone of any protected tree.2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree.3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree.4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration of utility service, or routine mowing operations.5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official.6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance.7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors, trenchers, compressors, and hoists, shall be allowed inside the drip-line of any protected tree on any construction site without prior written approval of the Administrative Official.8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure.The following procedures shall be followed on all types of construction projects (including residential,commercial, and municipal / public domain projects).1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the Administrative Official.2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed.3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site.4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other similar metal, wooden material or semi-rigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height.5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods sufficient enough to keep the fence upright and in place for the duration of the construction.6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction.7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work.8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated, and at any other location designated by the Administrative Official.9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits.CANOPY2"X4" LUMBERWIRETYPICAL BARK PROTECTIONNO SCALEIn situations where a protected tree remains in the immediate area of intendedconstruction and the tree may be in danger of being damaged by constructionequipment or other activity, the contractor or subcontractor shall protect thetree with 2"x4" lumber encircled with wire or other means that do not damagethe tree. The intent is to protect the trunk of the tree against incidental contactby large construction equipment.FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019TREE PROTECTION DETAILSC2.26 FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO enton ,Texas 6 2 0 1AUGUST 1, 20193973 W. VICKERY BLVD., SUITE 103FORT WORTH, TX 76107REGISTRATION NO. F-9435PHONE -FAX -MJT NO. -(817) 732-9839(817) 732-9841512-03608-01-2019CITY DETAILSC2.27 SITE PLAN COMPLIANT AND REVIEWED UNDERTHE 2012 INTERNATIONAL BUILDING CODE ANDTHE 2019 DENTON DEVELOPMENT CODES H E E T :D A T E :C O N T E N T S :DESCRIPTIONR E V I S I O N S :No.DATE23 August 19 SITE PLAN COMPLIANT AND REVIEWED UNDERTHE 2012 INTERNATIONAL BUILDING CODE ANDTHE 2019 DENTON DEVELOPMENT CODES H E E T :D A T E :C O N T E N T S :DESCRIPTIONR E V I S I O N S :No.DATE19 August 19 S H E E T :D A T E :C O N T E N T S :DESCRIPTIONR E V I S I O N S :No.DATE23 August 19 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x as 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-0.01GENERAL NOTESLL- XB- W.P.- WD.- W/- W.L.- W.W.F.- WT.- W.S.- VERT.- U.N.O.- TYP.- TRAN.- T.L.- T.O.W.- T.O.S.C- T.O.S.S.- T.O.P.C.- T.O.P.- T.M.D.- T.O.J.- T.O.F.- T.O.B.- T & B.- T & G.- THK.- T.- TEMP.- TCX- SYMM.- SUPT.- STRUCT'L- STRUCT- STIR.- STIFF.- STL.- STD.- SPEC.- SP.- S.C.- SIM.- SHT.- V- SECT.- SCHED.- S.J.- R.D.- RTU- R.F.- REQ'D.- REM.- REINF.- REF.- RAD.- PROJ.- P/C- PT.- P- P.B.- PERP.- PERIM.- PEN.- O.F.- O.D.- O.H.- OPP.- OPNG.(S)- O.C.- NO.- N.T.S.- N.S.- M.C.- M.- MISC.- MIN.- MEZZ.- MET- MECH'L.- MAX.- MAT'L.- MFR.- L.P.- LLV- LLH- LONG.- L.L.- <=- >=- K.- JST (S)- JT.- INTERM.- INT.- I.F.- I.D.- INFO.- H.L.- HORIZ.- H.P.- HT.- H.S.X-BRACINGWORK POINTWOODWITHWIND LOADWELDED WIRE MESH (FABRIC)WEIGHTWATERSTOPVERTICALUNLESS NOTED OTHERWISETYPICALTRANSVERSETOTAL LOADTOP OF WALLTOP OF STRUCTURAL CONCRETETOP OF STRUCTURAL STEELTOP OF PIER CAPTOP OF PIERTOP OF METAL DECKTOP OF JOISTTOP OF FOOTINGTOP OF BEAMTOP AND BOTTOMTONGUE AND GROOVETHICKTENSIONTEMPERATURETOP CHORD EXTENSIONSYMMETRICALSUPPORTSTRUCTURALSTRUCTURESTIRRUPSSTIFFENERSTEELSTANDARDSPECIFICATIONSSPACESLIP CONNECTIONSIMILARSHEETSHEARSECTIONSCHEDULESAWN JOINTROOF DRAINROOF TOP UNITRIGID FRAMEREQUIREDREMAINDERREINFORCINGREFERRADIUSPROJECTIONPRECAST CONCRETEPOINTPLATEPIPE BRACEPERPENDICULARPERIMETERPENETRATIONOUTSIDE FACEOUTSIDE DIAMETEROPPOSITE HANDOPPOSITEOPENING (S)ON CENTERNUMBERNOT TO SCALENON-SHRINKMOMENT CONNECTIONSMOMENTMISCELLANEOUSMINIMUMMEZZANINEMETALMECHANICALMAXIMUMMATERIALMANUFACTURERLOW POINTLONG LEG VERTICALLONG LEG HORIZONTALLONGITUDINALLIVE LOADLESS THAN OR EQUAL TOLARGER THAN OR EQUAL TOKIPSJOISTSJOINTINTERMEDIATEINTERIORINSIDE FACEINSIDE DIAMETERINFORMATIONHORIZONTAL LOADHORIZONTALHIGH POINTHEIGHTHEADED STUD- GYP. BD.- G.B.- GR.- GEN.- GALV.- GA.- FDN.- FTG.- FL.- FLG.- F.C.- FIN. FL.- FIN.- F.S.- F/F- EXT.- EXIST.- E.J.- EXP.- EQ.- ENGR.- ELEV.- EL.- ELEC'L- E.W.- E.F.- EA.- DRWG.- DN.- DWL(S)- DBL.- DIM.- DIA. OR Ø- D.B.- DIAG.- D.L.- DET.- COORD.- C.J.- CONT.- CONN.(S)- CU- CMU- CONC.- C.- COL.- CL.- C- CNTRD.- C- C/C- CLG.- B.L.- BLDG.- BRDG.- BCX- BOT.- B.W.- BLK'G.- BTWN.- BRG.- BM.- BP- B/B- AHU- A/C- @- ARCH'L- APPROX.- L- &- A.B.- ALT.- ADJ.- ADDN'L.- A.F.F. GYPSUM BOARD GRADE BEAM GRADE GENERAL GALVANIZED GAGE OR GAUGE FOUNDATION FOOTING FLOOR FLANGE FIXED CONNECTION FINISHED FLOOR FINISH (ED) FAR SIDE FACE TO FACE EXTERIOR EXISTING EXPANSION JOINT EXPANSION EQUAL (EQUALLY) ENGINEER ELEVATOR ELEVATION ELECTRICAL EACH WAY EACH FACE EACH DRAWING DOWN DOWELS DOUBLE DIMENSION DIAMETER DIAGONAL BRACE DIAGONAL DEAD LOAD DETAIL COORDINATE CONSTRUCTION JOINT CONTINUOUS CONNECTION (S) CONDENSING UNIT CONCRETE MASONRY UNIT CONCRETE COMPRESSION COLUMN CLEAR CHANNEL CENTERED CENTER LINE CENTER TO CENTER CEILING BUILDING LINE BUILDING BRIDGING BOTTOM CHORD EXTENSION BOTTOM BOTH WAYS BLOCKING BETWEEN BEARING BEAM BASE PLATE BACK TO BACK AIR HANDLING UNIT AIR CONDITIONER AT ARCHITECTURAL APPROXIMATE ANGLE AND ANCHOR BOLT ALTERNATE ADJACENT ADDITIONAL ABOVE FINISH FLOORABBREVIATIONS USED ON STRUCTURAL DRAWINGS GLULAM- GL.- T.O.C.TOP OF CONCRETE- F.V. FIELD VERIFY- CFS COLD FORMED STEEL(CONTINUED) &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-1.01TYPICAL DETAILSFOUNDATIONTYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL8TYPICAL DETAIL6TYPICAL DETAIL9TYPICAL DETAIL3TYPICAL DETAIL4TYPICAL DETAIL5TYPICAL DETAIL11TYPICAL DETAIL7TYPICAL DETAIL10PIERREINFORCEMENTSCHEDULEEND SUPPORTINT. SUPPORTINT. SUPPORTSTIRRUP TYPE 'B'STIRRUP TYPE 'A'CORNERINTERSECTIONPLAN4"PLAN - TOP BAR LENGTHS & PLACEMENTELEVATIONPLAN - BOT. BAR LENGTHS & PLACEMENTELEVATIONBASE PLATE SCHEDULEANCHOR ROD SCHEDULETYPICAL DETAIL12TYPICAL DETAIL13PLANTYPICAL DETAIL14PLAN &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-1.02TYPICAL DETAILSFOUNDATIONSCHEDULES 1/81/811/8TYP.TYP.1/8TYP.11/8TYP.TYP.&FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-1.03TYPICAL DETAILSFRAMINGTYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL3TYPICAL DETAIL4TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-1.04TYPICAL DETAILSFRAMINGTYPICAL DETAIL1LOAD BEARING WALL SCHEDULEHEADER SCHEDULESHEAR WALL SCHEDULEHOLD DOWN SCHEDULETYPICAL DETAIL2TYPICAL DETAIL3TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8TYPICAL DETAIL4 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-1.05TYPICAL DETAILSMASONRYTYPICAL DETAIL1LOOSE STEEL ANGLE LINTEL FOR VENEER MASONRYCMU LINTEL SCHEDULETYPICAL DETAIL2TYPICAL DETAIL3ELEVATION4ELEVATION5SECTION6SECTION7 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x as 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019CMU WALL REINFORCEMENT SCHEDULES-2.01NORTH1FOUNDATION PLANSCALE: 3/16" = 1'-0"FOUNDATION PLAN &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x as 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-2.02NORTH1ROOF FRAMING PLANSCALE: 3/16" = 1'-0"ROOF FRAMING PLAN &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-3.01FOUNDATION DETAILSDETAIL1DETAIL3DETAIL4DETAIL5DETAIL6DETAIL8DETAIL9DETAIL10DETAIL11DETAIL2DETAIL7DETAIL12DETAIL13DETAIL14DETAIL15DETAIL16 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-3.02FOUNDATION DETAILSDETAIL1DETAIL2DETAIL3DETAIL4DETAIL5DETAIL6DETAIL7DETAIL8PLAN DETAIL9DETAIL10PLAN DETAIL11DETAIL12DETAIL13DETAIL14 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-3.03FOUNDATION DETAILSDOWEL SCHEDULEDETAIL1PLAN DETAIL2PLAN DETAIL3DETAIL4DETAIL5DETAIL6DETAIL7DETAIL8 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-4.01FRAMING DETAILSDETAIL1DETAIL3DETAIL4DETAIL5DETAIL6DETAIL8DETAIL9DETAIL10DETAIL11DETAIL2DETAIL7DETAIL12DETAIL13DETAIL14DETAIL15DETAIL16 &FWN AStructural EngineeringFrank W. Neal & Assoc., Inc.1015 W. Broadway Ave.Fort Worth, TX 76104817-332-1944fwna-eng.comTexas Firm Reg. No. F-296FIRE STATION No. 8 THE CITY of DENTON DENTON TEXASS H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te e n t o n ,T e x a s 6 2 0 1 KIRKPATRICK ARCHITECTURE STUDIO01 AUGUST 2019S-4.02FRAMING DETAILSDETAIL1DETAIL3DETAIL2DETAIL4DETAIL6DETAIL5 STATIC PRESSURE SENSORR/A GRILLE OR REGISTER4-WAY THROW (U.N.O.)S/A GRILLE/REGISTER W/ SQUARE NECK.MOTORIZED DAMPERTHERMOSTAT OR TEMP SENSOR)/FIRE/SMOKE DAMPER (WITH SM. DET.)VOLUME DAMPERFIRE DAMPERFLEX CONNECTION. 4-WAY THROW (U.N.O.)S/A GRILLE/REGISTER W/ ROUND NECK &FSDFD90 DEGREE S/A ELBOW DOWN90 DEGREE S/A ELBOW UP90 DEGREE R/A ELBOW UP90 DEGREE R/A ELBOW DOWNSIDEWALL SUPPLY GRILLE ORREGISTER WITH AIR EXTRACTORSPIN-IN TAP WITH DAMPERVANES & SPLITTER DAMPERSQUARE ELBOW WITH DOUBLE TEE WITH SQUARE ELBOWS, TURNINGBRANCH TAKE-OFFWITH VANED EXTRACTORRADIUS ELBOW (R=1.5 MIN.)ACCESS DOORADADSHEET METAL DUCT16"x12"DIRECTION OF FLOWSUPPLY DUCT SECTION UPWYE JUNCTIONBRANCH TAKE-OFFFLEXIBLE DUCT CONN. W/DAMPERSIZE OR SHAPE TRANSITION45 DEGREE ELBOW (R=1.5 MIN.)RADIUS ELBOW (R=1.5 MIN.)ROUND ELBOW UP (R/A SIMILAR)ROUND ELBOW DOWN (R/A SIMILAR)HIDDEN SHEET METAL DUCTINTERNALLY INSULATED SHEET METALDUCTEXHAUST DUCT SECTION DOWNFLOOR CONTROL VALVETEETEE, UPTEE, DOWNSINGLE SWEEP TEECROSSLATERAL45 DEGREE ELBOW90 DEGREE ELBOW90 DEGREE ELBOW UPCAP16X1216"x12"MSPTFSDFDMSPTAFAFAIRFLOW MEASURE STATIONSMOKE DAMPER (WITH SM. DET.)SDSDDUCTWORK LEGENDASHRAE CO700 PPM ---- 15 CFM/PERSON500 PPM ---- 20 CFM/PERSON350 PPM ---- 30 CFM/PERSONCC12C2DIFFERENTIALHVAC & PLUMBING, VALVEVENT THRU ROOFBUTTERFLY VALVESOLENOID VALVEEXPANSION JOINTFLOAT AND THERM. TRAPBUCKET STEAM TRAPFLOOR CLEAN OUTFIRE HOSE CABINETPRESSURE REDUCING VALVEPRESSURE RELIEF VALVECONTROL, 2 WAY VALVECONTROL, 3 WAY VALVESTRAINER & BLOW OFF VALVEPRESSURE GAUGE & COCKUNION OR COMPANION FLANGESPRESSURE & TEMPERATURE TAP (PETES PLUG)MANUAL AIR VENTTEMPERATURE SENSORPRESSURE SENSORTHERMOMETER & WELLHOSE END DRAINAUTOMATIC AIR VENTFLOW METERTSFFLOW SWITCHANCHOR (PIPE)HOSE BIBBBBTHF~F.H.C.D.S.COCOORR.D.V.T.R.HUMIDISTATCLEAN OUTGATE VALVEFLOOR DRAINHUB DRAINDOWN SPOUTROOF DRAINCHECK VALVEGLOBE VALVEBALL VALVEPLUG VALVETHERMOMETERTHERMOSTATOS & Y VALVE& FITTINGS SYMBOLSALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS JOB.BALANCING VALVE (WITH PETE'S PLUG EITHER SIDE)SINGLE W.F. LATERAL STUBDOUBLE W.F. LATERAL STUBDOUBLE W.F. LAT & TRAPFLOOR DRAIN RISER W/TRAPSINGLE W.F. LAT. & TRAPO.D.OVERFLOW ROOF DRAINPIPE GUIDECOMPRESSED AIR TAPMOTORIZED ISOLATION VALVE (2-POSITION-24v)MANUALLY CALIBRATED BALANCING VALVEAUTOMATIC FLOW CONTROL VALVEPIPE SIZE REDUCER (CONCENTRIC)90 DEGREE ELBOW DOWNWALL TURNING VANESHC//HUMIDISTAT/CARBON DIOXIDE SENSORALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS PROJECT.16"x12"ANGLE GATE VALVEANGLE GLOBE VALVEDUCT MOUNTED SMOKE DETECTOR(TUBE SENSING TYPE)PPCOUNTER WEIGHTED BACKDRAFT DAMPERBDBDABOVE ALTERNATING CURRENT AIR CONDITIONER ABOVE FINISHED FLOOR ABOVE GRADE AND GFI AIR HANDLING UNIT ALTERNATE AMPERE APPROXIMATELY ARCHITECTURAL AVERAGE BOILER BAROMETRIC RELIEF DAMPERBRITISH THERMAL UNIT CUBIC FEET PER MINUTE CONSTRUCTION DOCUMENTS CHILLER CHEMICAL CHILLED WATER PUMP CEILING COMPRESSOR COOLING TOWER CONDENSER WATER PUMP DRY BULBDETAIL DIAMETER DIMENSION DESIGN DEVELOPMENT ENTERING DRY BULB ELECTRICAL ELEVATION ENTERING WET BULB ENTERING WATER TEMPERATURE EXHAUST EXISTING DEGREES FAHRENHEIT GROUND FAULT INTERRUPTER GALLONS PER MINUTE FEET PER MINUTE FEET PER SECOND FOOT OR FEET HEAD HEAT PUMP UNITHOUR(S) HEIGHT HEATER HEAT,VENT AND AIR CONDITIONING HOT WATER PUMP HEAT EXCHANGER FREQUENCY (HERTZ) INSIDE DIAMETER OR DIMENSIONINCHES KILOWATT KILOWATT HOUR MAXIMUM LEAVING WATER TEMPERATURE1000 BTU PER HOUR MECHANICAL MANUFACTURER MINIMUM NUMBER NOT APPLICABLE NOISE CRITERIA NECK DIMENSION OPPOSED BLADE DAMPER OUTSIDE DIAMETEROUTSIDE AIR ORIGINAL PHASE POWERED MIXING BOXPLUMBING PRESSURE PANEL REFERENCE RETURN AIR RETURN AIR GRILLE ROOF TOP UNIT STAND ALONE DIGITAL CONTROLLER SENSIBLE SQUARE SUPPLY AIR STATIC PRESSURESINGLE SPEED MOTOR START/STOP/STATUS TEMPERATURE VOLT VARIABLE AIR VALVE VELOCITY WATT WITH WEATHERPROOF WATER PRESSURE DROP WEATHERPROOF GFI TRANSFORMERABV. AC A/C AFF AG AHU ALT.AMP.APPROX.ARCH.AVG.B BRD BTU CFM CD CH.CHEM.CHP CLG.CMPR.CT CWP DBDET.DIA.DIM.DD EDB ELEC.ELEV.EWB EWT EXH.EXIST.DEG. F GFI GPM FPM FPS FT.HD.HPUHR.HT.HTR.HVAC HWP HX HZ.ID IN.KWKWH MAX.LWT MBH MECH.MFR.MIN.NO.N/A NC NK OBD OD OA ORIG. PH. PMBPLBG.PRESS.PNL.RE.RA RAG RTU SDC SENS.SQ. SA SPS/S S/S/S TEMP.V VAV VEL.W W/ WP.WPDWPG XFMR.AFGABOVE FINISHED GRADECKT.CIRCUITDEFL.DEFLECTION MVDMANUAL VOLUME DAMPERWBWET BULBMEP ABBREVIATIONSWITHOUTW/OUNOUNLESS NOTED OTHERWISEUHUNIT HEATERSAG SUPPLY AIR GRILLE LATLEAVING AIR TEMPERATUREHP HORSE POWER FLR.FLOORFAN COIL UNITFCUEFEXHAUST FANCONDENSING UNITCURD.RADIUSHOAHANDS/OFF/AUTO. MOTOR STARTERHTG.HEATINGEAEXHAUST AIRF/AFREE AREA OPENING (SQ. FT.)ABOVE FINISHED CEILINGAFCNOT IN CONSTRUCTIONNICW.G.WATER GUAGETOTAL STATIC PRESSURE (IN. W.G.)T.S.P.MOTOR STARTERSTR.SEERSEASON ENERGY EFFICIENCY RATIOAMB.AMBIENT TEMPERATURE (F. DEGREE)BUILDING MANAGEMENT SYSTEM BMS CUBIC FEET PER HOURCFHDISC.DISCONNECT SWITCHENERGY MGMT. CONTROL SYSTEMEXTERNAL STATIC PRESS. (IN. W.G.)E.S.P.EMCS.P.D.PRESSURE DROP (FT)RPMREVOLUTIONS PER MINUTEFRACTIONAL HORSE POWERFHPCOIL FINS PER INCH.FPIMCAMOCPMINIMUM CURRENT AMPS.MAX. OVER CURRENT PROTECTION BELOW GRADEB.G.AHAPAS HIGH AS POSSIBLEOWNERS AUTHORIZED REPRESENTATIVEOAR PIPE SIZE REDUCER (ECCENTRIC)1.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORMALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLEMECHANICAL SYSTEM AS INDICATED ON THE DRAWINGS, ASSPECIFIED AND AS REQUIRED BY ALL NATIONAL, STATE ANDLOCAL CODES.2.CONTRACT DRAWINGS FOR MECHANICAL WORK (HVAC,PLUMBING, AND FIRE PROTECTION) ARE DIAGRAMMATIC ANDARE INTENDED TO CONVEY SCOPE AND GENERALARRANGEMENT ONLY. IT IS THE CONTRACTORSRESPONSIBILITY FOR INSTALLING ALL MATERIALS PERSMACNA STANDARDS AND THE MANUFACTURER'SSTANDARDS.3. ALL EXISTING SYSTEM INFORMATION AND/OR LOCATIONS ARE PROVIDED BY THE OWNER OR BY A 3RD PARTY.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALLMEP SERVICES ARE LOCATED AS DESIGNED BEFORE BIDDINGTHE PROJECT. IN OCCURRENCES WHERE EXISTING DOESNOT MATCH DESIGNED, IT IS THE CONTRACTORSRESPONSIBILITY TO NOTIFY THE OWNER, ARCHITECT, &ENGINEER BEFORE PROCEEDING. IF ANY DISCREPANCIESARE NOT IDENTIFIED AT BIDDING, THE COST SHALL BEABSORBED BY THE CONTRACTOR AND NOT PASSED ONTOTHE OWNER OR ENGINEER OF RECORD.4.COORDINATE CONSTRUCTION OF ALL MECHANICAL WORKWITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICALWORK, ETC., SHOWN ON THE OTHER CONTRACT DRAWINGS.5.WHEN TWO OR MORE ITEMS OF THE SAME TYPE OFEQUIPMENT ARE REQUIRED, THE PRODUCT OF ONEMANUFACTURE SHALL BE USED.6.ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THELATEST EDITION NATIONAL ELECTRIC CODE AND DIVISION 16(23) OF THE SPECIFICATION.7.ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPERINSTALLATION AND AS SHOWN IN DETAILS FOR PIPING,DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE NOTED)SHALL BE FURNISHED AND INSTALLED BY THE MECHANICALCONTRACTOR.8.MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHALLNOT BE SUPPORTED FROM METAL DECK.9.LOCATION AND SIZES OF ALL FLOOR, WALL, AND ROOFOPENINGS SHALL BE COORDINATED WITH ALL OTHERTRADES.10.PROVIDE REMOTE BALANCING DAMPERS SIMILAR TO 'YOUNGCONCEALED REGULATORS' FOR ALL TAPS MADE ABOVEINACCESSIBLE CEILINGS OR WALLS. FINISH CONCEALMENTCOVERS PER ARCHITECTS RECOMMENDATIONS.11.ALL AHU AND FCU FANS SHALL OPERATE CONTINUOUSLYDURING THE OCCUPIED MODE OF OPERATION WITHASSOCIATED OUTSIDE AIR MOTORIZED DAMPERS IN THE FULLOPEN POSITION (UNLESS NOTED OTHERWISE OR DCVSYSTEM). DAMPER SHALL BE CLOSED WITH THE FANSOPERATIONAL IN THE MORNING WARM UP OR COOL DOWNMODES.12.CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF10'-0" BETWEEN OUTSIDE AIR INTAKE POINTS AND ANYEXHAUST AIR, CONTAMINATED RELIEF AIR OR PLUMBINGVENT TERMINATION POINTS.13.CONDENSATE PIPING DOWN TO A PLUMBING FIXTURE SHALLBE FULLY INSULATED WITHIN WALL. PROVIDE ESCUTCHEONPLATE AT WALL. PIPING SHALL NOT BE ROUTED EXPOSED TOVIEW.14.PRESSURIZED LIQUID, GAS, AIR SYSTEM PIPE ANDELECTRICAL CONDUIT SHALL NOT BE ROUTED BENEATH ANYSUSPENDED EQUIPMENT. FIRE PROTECTION, ELECTRICALAND MECHANICAL CONTRACTORS SHALL COORDINATETRADES.15.ALL REMOTE MOUNTED DISCONNECT SWITCHES FORMECHANICAL EQUIPMENT SHALL HAVE I.D. NAME PLATES.16.PIPING ON ROOF - CONTRACTOR SHALL PROVIDE ROOF PIPESUPPORTS ON 10'-0" CENTERS, EACH CHANGE IN DIRECTION,EACH ROOFTOP UNIT AND EACH PIPE PENETRATIONTHROUGH ROOF. REFER TO MECHANICAL SPECIFICATIONSFOR REQUIRED OFFSETS OR LOOPS FOR PIPE EXPANSION.17. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED SO AS TOPROVIDE MINIMAL DISRUPTION TO THE NEIGHBORINGTENANTS.18. ALL SAW CUTTING SHALL BE PERFORMED AFTER HOURS SOTHAT OPERATION DOES NOT DISTURB NEIGHBORINGTENANTS. THERE SHALL BE NO GAS POWERED EQUIPMENT INTENANT AREAS.1.WITHOUT PRIOR APPROVAL FROM ENGINEER AND OWNER, ALLMECHANICAL EQUIPMENT SHALL NOT BE OPERATED DURINGCONSTRUCTION OF THE BUILDING PER MANUFACTURERRECOMMENDATIONS. MECHANICAL CONTRACTOR IS RESPONSIBLETO PROVIDE TEMPORARY HEATING OR COOLING AS NEEDED TOCLIMATIZE THE BUILDING.2.ALL PIPING AND DUCTS IN FINISHED ROOMS OR SPACES SHALL BECONCEALED WITHIN FURRED CHASES OR ABOVE SUSPENDEDCEILINGS.3.ALL DUCTWORK SIZES ARE PROVIDED IN CLEAR INSIDE AIRSTREAMDIMENSIONS. INCREASE DUCT SIZES TO ACCOMMODATE ANYINTERNAL INSULATION REQUIREMENTS (AS SPECIFIED). PROVIDE AMINIMUM OF 15 LINEAR FT. OF INTERNAL ACOUSTIC LINER ONSUPPLY AND RETURN AIR DUCTWORK FROM ANY FCU, AHU, AC, ORRTU (UNO). PROVIDE 8LF INTERNAL LINER FOR MIXING OR VAVBOXES.4.PROVIDE FLEXIBLE CONNECTIONS ON AT THE INTAKE ANDDISCHARGE OF ALL MOTOR DRIVEN EQUIPMENT.5.PROVIDE VIBRATION ISOLATORS FOR MOTOR-DRIVEN MECHANICALEQUIPMENT.6.ALL FLEXIBLE DUCTWORK SHALL HAVE A MAXIMUM DEVELOPEDLENGTH OF OF (5) FIVE FT.7.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL REFLECTEDCEILING PLANS FOR THE EXACT LOCATION OF ALL CEILING MOUNTEDM/E/P DEVICES INCLUDING BUT NOT LIMITED TO LIGHTS, DIFFUSERS,GRILLES ETC..8.AIR DEVICE DUCT SIZES SHALL BE THE SAME SIZE AS SHOWN ONTHE DRAWINGS UNLESS NOTED OTHERWISE. REFER TO THESCHEDULES FOR THE CFM RANGES. PROVIDE A TRANSITION FROMTHE NECK SIZE TO THE REQUIRED DUCT SIZE SHOWN.9.CONTRACTOR SHALL VERIFY THE EQUIPMENT CLEARANCEREQUIREMENTS WITH THE MANUFACTURER'S RECOMMENDATIONS.EXACT LOCATION OF SELECTED EQUIPMENT SHALL BECOORDINATED WITH THE STRUCTURE TO PROVIDE RECOMMENDEDCLEARANCES FOR MAINTENANCE.10.PROVIDE FIRE DAMPERS, FIRE/SMOKE DAMPERS AND FIRE STOP ASREQUIRED BY CODE AUTHORITIES FOR DUCT PENETRATIONSTHROUGH FIRE OR SMOKE RATED WALL AND CEILINGS. REFER TOARCHITECTURAL DRAWINGS FOR WALL TYPES.11.LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTEDMAINTENANCE ACCESS FOR ALL UNIT ACCESS PANELS, CONTROLSAND VALVING.12.SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARMCONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. THEMECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTINGTHE SMOKE DETECTOR IN THE DUCTWORK AS SHOWN ON THEDRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'SPRINTED INSTRUCTIONS. DETECTORS SHALL BE PROVIDED IN THESUPPLY AND THE RETURN DUCTWORK (PRIOR TO MIXING WITH THEOUTSIDE AIR) FOR ANY AIR HANDLING UNIT SYSTEM 2000 CFMSUPPLY AIR AND ABOVE. THE DETECTOR SHALL BE HARDWIRED TOTHE UNITS STARTER TO SHUT DOWN THE FAN UPON DETECTION OFPRODUCTS OF COMBUSTION AS WELL AS SEND A SUPERVISORYALARM SIGNAL TO THE FIRE ALARM PANEL (IF PROVIDED - IF NOTPROVIDE VISUAL/ AUDIBLE ALARM IN A SUPERVISORY/ APPROVEDLOCATION). FOR VAV SYSTEMS THE BMS SHALL DISABLEASSOCIATED MIXING BOX FANS UPON DETECTION OF SMOKE ATEITHER OF THE AHU'S SMOKE DETECTORS. ENABLE MIXING BOXFANS UPON SMOKE SIGNAL CLEAR.13.FINISH ALL EXPOSED TO VIEW DUCTWORK AND WALL LOUVERS PERARCHITECTS RECOMMENDATIONS. ALL EXPOSED ROUND DUCTSHALL BE INTERNALLY SEALED AND MANUFACTURED FROM SPIRALWOUND PAINT GRIP STEEL.14.ALL FLOOR BRANCHES OF PIPE RISERS SHALL BE PROVIDED WITHSHUT OFF VALVES AND DRAIN CONNECTION.15.UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS,HUMIDISTAT AND CO2 SENSORS 4'-0" (CENTERLINE) ABOVE FINISHEDFLOOR. NOTIFY THE ARCHITECT/ ENGINEER OF ANY ROOMS WHERETHE ABOVE LOCATION CAN NOT BE MAINTAINED OR WHERE THEREIS A QUESTION ON PROPER LOCATION.16.DUCTWORK AND ITS CONSTRUCTION WILL BE GALVANIZED SHEETMETAL AND CONSTRUCTED ACCORDING TO THE LATEST SMACNASTANDARDS.17.ALL DUCTWORK IS SHOWN IN SCHEMATIC FORM. DUCT RISES ANDDROPS ARE NOT SHOWN. PROVIDE OFFSETS AS REQUIRED TO MEETSPACE REQUIREMENTS AND TO AVOID INTERFERENCE WITH OTHERTRADES. EACH TRADE SHALL BE RESPONSIBLE FOR COORDINATIONWITH OTHER TRADES.18.PIPING IS SHOWN IN SCHEMATIC FORM. ROUTE PIPING AS REQUIREDFOR CLEARANCE WITH STRUCTURAL CONDITIONS. COORDINATEWITH OTHER TRADES AS REQUIRED. PIPING SHALL BE INSTALLEDWITH ADEQUATE SLOPE AS REQUIRED FOR EACH PARTICULARSYSTEM.19.DOUBLE NUT LOCK DOWN FOR MULTI-VANE DAMPERS INSTALLED INHIGH VELOCITY DUCTWORK/SMOKE REMOVAL DUCTWORK.20.ALL RADIUS TURNS SHALL BE SMOOTH WALL WITH A RADIUS OF R =1.5D.GENERAL PLUMBING NOTESGENERAL PROJECT NOTES:GENERAL HVAC NOTES:1.PLUMBING CONTRACTOR IS TO PROVIDE FIRE STOPS AT ALLPIPING FLOOR AND RATED WALL PENETRATIONS PERSPECIFICATIONS.2.COORDINATE ROUTING OF ALL PIPING WITH NEW STRUCTURE,DUCTWORK, EQUIPMENT, ETC. ALL PIPING WORK SHALL BECOORDINATED WITH ALL TRADES INVOLVED. OFFSETS SHALL BEPROVIDED AT NO ADDITIONAL COST TO THE OWNER.3.SLOPE ALL DRAIN PIPING 2-1/2" AND SMALLER @ 1/4"/FT. AND ALLDRAIN PIPING 3" AND LARGER @ 1/8"/FT.4.PROVIDE CLEAN OUTS IN SANITARY AND STORM DRAINAGESYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEARTHE BASE OF STACKS, EVERY 75 FEET IN HORIZONTAL RUNS ANDELSE WHERE AS INDICATED.5.UNLESS OTHERWISE NOTED ALL PIPING SHALL BE NO LESS THAN3/4".6.UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TOUNDERSIDE OF ROOF DECKING, WITH SPACE FOR INSULATIONREQUIRED.7.INSTALL PIPING SO THAT VALVES, STRAINERS, UNIONS, TRAPS,FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS AREACCESSIBLE.8.WHEN DOMESTIC COLD AND HOT WATER PIPING DROPS INTO APIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BEUSED TO THE LAST FIXTURE.9.INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.10.PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPINGSYSTEM BRANCHES IN WHICH BRANCH PIPING SERVES TWO ORMORE FIXTURES.11.UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECEOF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERNATION ANDREPAIRS.12.PROVIDE ALL PLUMBING FIXTURES WITH ACCESSIBLE QUARTERTURN BALL VALVES.13.TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOOR DRAINS ANDFLOOR SINKS UNLESS NOTED OTHERWISE ON DRAWINGS. REFERTO SPECIFICATIONS FOR TRAP PRIMER REQUIREMENTS.14.REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPINGAND PIPE SIZES NOT SHOWN ON FLOOR PLANS.15.TERMINATE GAS VENTS A MINIMUM OF 2'0" ABOVE ROOF WITHRAIN CAP.16.FIRE PROTECTION PER NFPA 13 AND ALL OTHER APPLICABLESECTIONS. FP PIPE SHALL NOT BE ROUTED BENEATH SUSPENDEDMECHANICAL EQUIPMENT.17.EXISTING FIRE PROTECTION SPRINKLER HEADS LOCATED INNON-CEILING AREA SHALL BE UPRIGHT HEADS MODIFY. EXISTINGSECONDARY F.P. PIPING AND SWING ARMS AS REQ'D TO PROVIDEFULL COVERAGE FOR NEW FLOOR PLAN LAYOUT.18.CONTRACTOR SHALL COORDINATE INSTALLATION OF GASSERVICE AND METER WITH GAS COMPANY. CONTRACTOR SHALLPAY ALL FEES, PERMITS AND CHARGES ASSOCIATED WITH THEINSTALLATION OF BOTH THE GAS METER AND SERVICE.19.GAS PIPING ON ROOF - CONTRACTOR SHALL PROVIDE ROOF PIPESUPPORTS ON 10'-0" CENTERS, EACH CHANGE IN DIRECTION,EACH ROOFTOP UNIT AND EACH PIPE PENETRATION THROUGHROOF. REFER TO MECHANICAL SPECIFICATIONS FOR REQUIREDOFFSETS OR LOOPS FOR PIPE EXPANSION.20.GAS PIPING INSIDE BUILDING - ALL MEDIUM & HIGH PRESSUREGAS PIPING INSIDE BUILDING SHALL BE SLEEVED. CONTRACTORSHALL EXTEND BOTH ENDS OF SLEEVE OUTSIDE BUILDING.WHERE GAS SLEEVES TERMINATE INTO WALL BOXES,CONTRACTOR SHALL INSTALL A 2" VENT FROM EACH WALL BOXAND EXTEND VENT UP THROUGH ROOF. CONTRACTOR SHALLPROVIDE GOOSENECK VENTS AT EACH ROOF PENETRATION.21.ALL PIPING (DOM./FP/DRAIN/PRODUCTION) MATERIAL SHALL NOTBE CONSTRUCTED FROM PVC IN THE AREA ABOVE THESCHEDULED CEILING, WHICH IS UTILIZED AS A RETURN AIRPLENUM. ALL WIRE THAT IS NOT IN CONDUIT SHALL BE PLENUMRATED WITHIN THIS AREA.22.MOUNTING HEIGHT ELEVATION OF ALL WALL HUNG OR COUNTERMOUNTED FIXTURES SHALL BE COORDINATED WITH THEARCHITECT PRIOR TO INSTALLATION OF ROUGH-IN WORK.23.INSULATE ALL EXPOSED WATER AND DRAIN LINES ADA/TASACCESSIBLE LAVATORIES AND SINKS WITH MCGUIRE PRO WRAPOR EQUAL. PROVIDE OFFSET DRAIN FITTINGS WHERE REQUIREDTO PROVIDE MINIMUM CLEARANCES.24.FLOOR DRAINS SHALL BE INSTALLED AT LOW POINTS OFUNIFORMLY SLOPED FLOOR. CONTRACTOR SHALL FIELDCOORDINATE WITH STRUCTURAL TO INSURE FLOORS AREUNIFORMLY SLOPED ACROSS THE ENTIRE TOILET ROOMS OROVER AS WIDE AN AREA AS PRACTICAL FOR OPEN AREA FLOORDRAINS. CONVEX FLOOR SLOPE IN THE IMMEDIATE VICINITY OFTHE FLOOR DRAIN IS NOT ACCEPTABLE.25.ALL UNDER FLOOR PIPING TO BE SUSPENDED, REFER TO 03/P4.2DETAIL AND SPECIFICATION SECTION 22 05 29.MOTORIZED CONTROL VALVE (MODULATING-24v)FLOW SWITCHPOST INDICATOR VALVES (PIV)OPEN SCREW AND YOKEVALVE (OS&Y)FIRE DEPARTMENTCONNECTIONUP AND DOWN SPRINKLER ATSAME LOCATIONUP SPRINKLERSYSTEM RISERHOSE VALVE (ANGLE VALVE)RISE UP ON PIPINGDROP IN PIPINGTAMPER SWITCH FOR VALVESPENDANT SPRINKLERUPRIGHT SPRINKLER ORRISE(SPRIG)PENDANT SPRINKLER ONDROPSIDEWALL SPRINKLERAFIRE PROTECTION SYMBOLS(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)OWNER FURNISHED CONTRACTOR INSTALLEDOFCIAIAIAIRFLOW IONIZER STATIONHC//SECTIONDETAIL SYMBOLRISER DIAGRAM SYMBOL(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS)DRAWING SYMBOLSSUBTITLEX 12NOTE BY SYMBOLAIR DISTRIBUTION DEVICEXXXXXXXXXXXXXXXXNUMBERDESCRIPTIONSCALERISER NUMBERPOINTS TO RISER AREADETAIL #DRAWING NO. TO REFER TODRAWING NUMBER WHERESECTION IS LOCATEDSECTION NUMBER--AIR QUANTITYARROWS INDICATETHROW PATTERNG-R-DDESIGNATIONGAS PRESSURE REDUCING VALVEDESCRIPTIONSYMBOLDIRECTION OF FLOWEQUIP. OR FIXTURE DRAIN LINEPRESSURE RELIEF DISCHARGEEXISTING PIPINGEXISTING PIPING TO BE REMOVEDUNDERFLOORCONNECT TO NEW OR EXISTINGSYMBOLDESCRIPTIONSDOD140FMGGRLRSCDPCDPRX X XSANITARY SEWERSUBSOIL DRAIN PIPINGSTORM DRAINOVERFLOW DRAINPLUMBING VENTDOMESTIC COLD WATERDOMESTIC HOT WATER (120 F)DOMESTIC HOT WATER RECIRC.DOMESTIC HOT WATER (140 F)FIRE LINEBRANCH FIRE LINE WITH SPRINKLER HEADSMEDIUM PRESSURE NATURAL GAS LINELOW PRESSURE NATURAL GAS LINEREFRIGERANT LIQUID LINEREFRIGERATED SUCTION LINECONDENSATE DRAIN LINE (HVAC)PUMPED CONDENSATEREFRIGERANT SUCTION & LIQUID LINESREFRIG. SUCTION, LIQUID, HOT GAS LINESRS/LRS/L/H(ALL DESIGNATIONS MAY NOT APPEAR ON DRAWINGS.)PIPING DESIGNATIONSFLOOR CLEAN OUTFCOWALL CLEAN OUTWCOTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019MP0.0LEGEND AND GENERALNOTES - MECHANICAL ANDPLUMBING Texas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019MP0.1PLUMBING SCHEDULES Texas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019MP0.2MECHANICAL SCHEDULES COLORADO BOULEVARDGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS 3"V B.G.SAMPLEWELL4" S.DCODCODCOGREASE INTERCEPTOR. COORDINATE FINAL LOCATION WITHARCHITECT & CIVIL PRIOR TO ORDERING AND INSTALLATION.SEE DETAIL.GAS SERVICETO BUILDING2-1/2" GAS LINE UPTO GAS METERGAS METER SET TO DELIVERAPPROXIMATELY 1132 CFH AT 0.5 PSITDL=250'-0"12GCODCO4" O4" O4" OSAMPLE WELL4" S.2" CW16" FP13SAND/OIL INTERCEPTORCOORDINATE FINAL LOCATIONWITH ARCHITECT & CIVILPRIOR TO ORDERING &INSTALLATION, SEE DETAIL.113"V B.G.INVERT ELEVATION=5'-0" B.F.F .INVERT ELEVATION=5'-0" B.F.F .1DCODCODCOGCO1INVERT ELEVATION=3'-0" B.F.F .FDCINVERT ELEVATION=3'-6" B.F.F .CU-1CU-2CU-3CU-4CU-5CU-6CU-IT-1NOTES BY SYMBOL " x "1.REFER TO CIVIL DRAWINGS FOR CONTINUATION.2.CONTRACTOR SHALL COORDINATE NEW GAS SERVICE AND GASMETER LOCATION REQUIREMENTS WITH THE LOCAL NATURAL GASCOMPANY TO INSURE TIMELY SERVICE WITH THE PROJECTREQUIREMENTS. FIELD VERIFY GAS METER LOCATION PIPEROUTING, SIZE, INSTALLATION, AND SYSTEM PRESSURE WITHLOCAL UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE FOR ALLCOORDINATION EFFORTS WITH THE LOCAL UTILITY COMPANY TOINSURE TIMELY SERVICE WITH THE PROJECT REQUIREMENTS. THEOWNER WILL INCUR THE COSTS TO THE LOCAL UTILITY COMPANYASSOCIATED WITH THE INSTALLATION FORM THE OFF-SITE MAIN UPTO THE METER. THE CONTRACTOR WILL INCUR THE COSTS TO THELOCAL UTILITY COMPANY ASSOCIATED WITH THE INSTALLATIONFROM THE METER UP TO THE BUILDING.CONTRACTOR SHALLINSTALL THE NEW GAS PIPING FROM THE GAS METER TO THEBUILDING. THE GAS SYSTEM SHALL BE PROVIDED WITH THESERVICE PRESSURE NOTED WITH ISOLATION VALVES, TEST PORTS,AND GAS PRESSURE REGULATORS AS REQUIRED TO PROVIDE THEGAS SYSTEM AS INDICATED.3.FIRE DEPARTMENT CONNECTION. PAINT AS DIRECTED BYARCHITECT. GENERAL NOTES1.REFER TO MP0.0 FOR GENERAL MECHANICAL NOTES,ABBREVIATIONS AND SYMBOLS.2.INVERTS 5' OUTSIDE BUILDING ARE BASED ON A FINISHEDFLOOR ELEVATION OF 100.00' AND STARTING THE SANITARYSEWER 18" BELOW SLAB. BOTTOM OF PIPE OR INVERTDIMENSIONS SHALL BE SHOWN ON THE PLUMBING SHOPDRAWINGS.3.ANY PIPE PENETRATIONS THRU BEAMS SHALL BECOORDINATED AND INSTALLED PER STRUCTURALENGINEER'S RECOMMENDATIONS.SITE PLAN - MECHANICAL AND PLUMBING01SCALE: 1/16"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019MP1.0SITE PLAN - MECHANICALAND PLUMBING 234561789101112131415161718192021EF-3L-4KH-1TTTTTT4CU-1CU-2CU-3CU-4CU-5CU-6CU-IT-1TCONO213RH-1FFB-1FFB-2L-3CONO2UH-3UH-2TTTUH-1FFB-3EF-1L-1E70E70E70E50E50E70L-2AHU-6AHU-5AHU-3FCU-IT-1AHU-2AHU-4AHU-1EF-26558951112121216KSF-1B130B85B85B85B85B130B50B25B25B25B25B5010DDDDDDB75CA150A175A275B105B145DA155A100G200G200G200G200B30B30B30B3013B25B25B25A350A250A350A250G75G75G100G100A50CA200A200A130A130CCCHA215B50B75CF7772134514155C176"Ø6"Ø8"Ø6"Ø8"Ø8"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø8"Ø10"Ø10"Ø8"Ø6"Ø6"Ø6"Ø8"Ø8"Ø10"Ø6"Ø6"Ø6"Ø10"Ø6"Ø8"Ø6"Ø6"Ø6"Ø8"Ø12"Ø6"Ø12"Ø12"Ø22"x14"26"x10"8"Ø26"x10"8"Ø6"Ø18"x12"10"Ø26"x10"8"Ø6"Ø8"Ø12"Ø6"Ø12"Ø10"Ø8"Ø8"Ø26"x10"16"x10"10"x10"18"x12"8"Ø12"Ø12"ØBDD8"Ø6"Ø16"x12"14"x12"12"Ø12"Ø8"Ø10"Ø14"x12"12"Ø10"Ø10"Ø6"Ø8"Ø6"Ø6"ØE200E20012"Ø10TOAOA181818181818C1920145'5'-3"6'658"NOTES BY SYMBOL " "GENERAL NOTES1.SEE PLAN SHEET MP0.0 FOR NOTES, SYMBOLS, ANDABBREVIATIONS. REFER TO SPECIFICATIONS FORADDITIONAL PROJECT REQUIREMENTS.2.REFER TO DIVISION 23 BOOK SPECIFICATIONS FOR HVACSPECIFICATIONS.3.PROVIDE ACOUSTIC SEAL AT RETURN AIR TRANSFER,SUPPLY OR OUTSIDE AIR DUCTWORK FOR ALL ACOUSTICWALLS TO DECK.4.CONTRACT DRAWINGS ARE DIAGRAMMATIC. CONTRACTORSHALL INSTALL ALL MECHANICAL MATERIAL PER SMACNASTANDARDS.5.ALL EXPOSED DUCTS THAT ARE TO BE PAINTED SHALL BECONSTRUCTED FROM PAINT GRIP SHEET METAL. FINISHESPER ARCHITECTURAL RECOMMENDATIONS.6.ALL EXPOSED DUCTS ARE TO BE INTERNALLY LINED &INTERNALLY SEALED (OR GASKETED FITTINGS SHALL BEUSED).7.COORDINATE WITH ALL TRADES BEFORE INSTALLING ANYEQUIPMENT OR DUCTWORK.8.ALL SHEET METAL DUCTWORK PENETRATING FIRE RATEDWALLS SHALL BE MINIMUM OF 26 GAUGE. ALL OTHER DUCTSHALL BE CONSTRUCTED AS SPECIFIED IN ACCORDANCEWITH THE LATEST EDITION OF SMACNA "HVAC DUCTCONSTRUCTION STANDARDS."9.PROVIDE RADIUS FITTINGS FOR ALL DUCTWORK , WHERENOT POSSIBLE SINGLE WALL TURNING VANES IN 30 - 45DEG. TURNS IN DUCTWORK. TURNS GREATER THAN 45DEG. SHALL BE DOUBLE WALL.10.REFER TO AIR DEVICE SCHEDULE FOR RUNOUT DUCTSIZED TO DIFFUSERS.11.ALL RUNOUTS TO AIR DEVICES SHALL INCLUDE BALANCINGDAMPERS IN ALL SUPPLY AIR, RETURN AIR, AND EXHAUSTAIR TAPS AND BRANCH DUCTWORK UNLESS OTHERWISENOTED. PROVIDE REMOTE BALANCING DAMPERS FOR ALLTAPS MADE ABOVE INACCESSIBLE CEILINGS.1.THERMOSTAT FOR RADIANT HEATER, RH-1, INSTALLED 48" A.F.F.2.INSTALL CARBON DIOXIDE AND NITROUS OXIDE SENSORS 72" A.F.F.AND INTERLOCK WITH EXHAUST SYSTEM, EF-1 & L-1.3.VEHICLE EXHAUST REMOVAL SYSTEM CONTROL PANEL.4.DRYER EXHAUST DUCT. REFER TO MANUFACTURER'SSPECIFICATIONS FOR ROUTING AND TERMINATION. IF ALLOWED BYMANUFACTURER, COMBINE EXHAUST DUCTS FOR ONE (1) COMMONROOF PENETRATION.5.REFER TO ARCHITECTS ARCHITECTURAL PLANS FOR LOUVERMOUNTING HEIGHT.6.INTERLOCK MOTORIZED EXHAUST LOUVER WITH EXHAUST FAN,EF-1. ACTUATOR SHALL BE MOUNTED WITHIN WALL PENETRATION.PROVIDE EXPANDED METAL SAFETY/SECURITY SCREEN ON INSIDEWALL PENETRATION.7.UNIT HEATER THERMOSTAT. INSTALL 48" A.F.F.8.ROUTE 12"Ø HOOD EXHAUST DUCT TO EXHAUST FAN ON BACK OFROOF RIDGE. INTENT IS TO HIDE KITCHEN EXHAUST FAN, KEF-1,FROM FRONT OF FIRE STATION LINE OF SIGHT. REFER TO KITCHENNOTES BY SYMBOL BELOW FOR EXHAUST DUCT REQUIREMENTS.9.ROUTE 10"Ø EXHAUST DUCT UP TO VENT HOOD, VH-1, ON ROOF.TRANSITION AS NECESSARY IN THE VERTICAL.10.ALL EQUIPMENT AND DUCTWORK SHALL BE MINIMUM 8' A.F.F.11.INSTALL WALL-MOUNT 24"x10" RETURN GRILLE ABOVE CEILING FORDORM,/ALCOVE PLENUM RETURN AIR. PROVIDE ACOUSTIC SEAL ATWALL PENETRATION (TYPICAL).12.ABOVE-CEILING WALL PENETRATION. PROVIDE ACOUSTIC SEAL ATWALL PENETRATION.13.REMOTE ANSUL FIRE SUPPRESSION SYSTEM.14.ROUTE FLUE INTAKE/EXHAUST DUCT UP TOMANUFACTURER-APPROVED CONCENTRIC VENTING KIT. SEE ROOFPLAN FOR COMBINATION TERMINATION LOCATION. TYPICAL ALL GASFIRED EQUIPMENT.15.UNDERCUT DOOR 1" (OR) PROVIDE ACOUSTICALLY LINED RETURNAIR TRANSFER DUCT.16.HARDENED ROOM - REFER TO ARCHITECTURAL PLANS. PROVIDEMETAL BARS AT DUCT PENETRATION INTO HARDENED LID.17.LOUVER AND WALL PENETRATION SHALL BE 48"x32". FAN HOUSINGIS 32"x32". PROVIDE INSULATED STEEL BLOCKING FOR THEREMAINING 8" OF WALL PENETRATION ON BOTH SIDES OF THE FAN.18.INSTALL AHU'S ABOVE TRUSSES WITH THE BUTTON OF THE UNITSAT 11' - 6".19.PROVIDE FEMA 361 RATED STORM LOUVER AT CONCRETE LIDPENETRATION. LOUVER SHALL BE COMPARABLE TO GREENHECKAFL-501.20.DRYER EXHAUST DUCT. REFER TO MANUFACTURER'SSPECIFICATIONS FOR ROUTING AND TERMINATION. KITCHEN NOTES BY SYMBOL: " " 1.REFER TO VENDOR DRAWINGS FOR EXACT CONNECTION SIZE,LOCATION AND AIR FLOWS AT HOOD.2.PROVIDE RADIUS TURNS WITHOUT TURN VANES OR INSIDE MITERSFOR TYPE 1 GREASE EXHAUST DUCT SYSTEM. ALL EXHAUST DUCTSSHALL ALL WELDED BLACK STEEL AND BE SLOPED AT 1/4"/FOOTBACK TO THE HOOD WITHIN A 2 HR FIRE RATED ENCLOSURE; REFERTO DETAIL. PROVIDE 1/4" SCALE DOUBLE LINE DUCT SHOPDRAWINGS IN PLAN VIEW AND IN SECTION FOR ENGINEERS REVIEW.FIRE WRAP SYSTEM CAN BE USED IN LIEU OF GYPSUM ENCLOSUREIF THE SHOP DRAWINGS ARE ACCOMPANIED BY A SIGNED LETTEROF APPROVAL FROM THE AUTHORITY HAVING JURISDICTION.3.PROVIDE RATED ENCLOSURE ACCESS DOOR (WITH SIGN STATING"ACCESS PANEL. DO NOT OBSTRUCT.") FOR GREASE DUCTMAINTENANCE.4.KITCHEN EXHAUST FAN SHALL START & RUN WITH LOCAL WALLSWITCH. INTERCONNECT KITCHEN EXHAUST FAN, KEF-1, WITHASSOC. MAKE-UP AIR FAN, KSF-1, VIA KEF AUX. CONTACTS ATSTARTER.5.CONNECT EXHAUST HOOD WITH REMOTE ANSUL FIRESUPPRESSION SYSTEM.FIRST FLOOR PLAN - DUCTWORK01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019M2.1FIRST FLOOR PLAN -DUCTWORK 2KEF-11VH-1222222222312GENERAL NOTES1.SEE PLAN SHEET MP0.0 FOR NOTES, SYMBOLS, ANDABBREVIATIONS. REFER TO SPECIFICATIONS FORADDITIONAL PROJECT REQUIREMENTS.2.REFER TO MS1.1 DIVISION 23 BOOK SPECIFICATIONS FORHVAC SPECIFICATIONS.3.PROVIDE REGULATORS FOR ALL GAS FIRED ROOFMOUNTED EQUIPMENT.4.INTAKES AND FLUES/EXHAUST SHALL BE LOCATED AMINIMUM OF 10'-0" FROM EACH OTHER.5.CONTRACTOR SHALL ALIGN ROOF DEVICES AS INDICATEDON PLAN.6.ALL ROOFTOP EQUIPMENT TO HAVE A FACTORY APPLIEDELECTROSTATIC POWDER COAT FINISH OR SIMILAR INCUSTOM COLOR TO MATCH METAL ROOF PANELS.7.ALL EQUIPMENT CURBS TO BE CONSTRUCTED FROM SAMEMATERIAL AS METAL ROOF OR OF MATERIAL SUITABLE TORECEIVE A FACTORY APPLIED ELECTROSTATIC POWDERCOAT FINISH IN CUSTOM COLOR TO MATCH METAL ROOFPANELS.NOTES BY SYMBOL " " 1.DRYER EXHAUST TERMINATION POINT. PROVIDEMANUFACTURER-APPROVED EXHAUST CAP AND FOLLOW ALLMANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.2.CONCENTRIC VENTING KIT FOR GAS FIRED EQUIPMENT BELOW.FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FORINSTALLATION.3.MAINTAIN 24" CLEARANCE FROM ADJACENT WALL (TYPICAL).ROOF PLAN - DUCTWORK01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019M2.2ROOF PLAN -DUCTWORK 234561789101112131415161718192021CU-1CU-2CU-3CU-4CU-5CU-6CU-IT-1AHU-6AHU-5AHU-3FCU-IT-1AHU-2AHU-4AHU-113RS/LCDCDRS/LCDRS/LCD422CD 4CDCDNOTES BY SYMBOL " "1.ROUTE FULLY INSULATED Dx LINES WITHIN WALL DOWN TO WALLPENETRATION AT 2 BRICK COURSES ABOVE FINISH SLAB. ATEXTERIOR PENETRATION AT WALL, TURN PIPING DOWN 90 DEGREESTO FINISHED GRADE PRIOR TO CONTINUATION TO UNIT. PROVIDE ASLEEVE AND WEATHER TIGHT SEAL OF Dx LINES AT WALLPENETRATION. DO NOT SEGMENT PIPE INSULATION ATPENETRATION POINT. PROVIDE AIREX INSULATION WRAP AND WALLPENETRATION ASSEMBLY. TYPICAL.2.FULLY INSULATED CONDENSATE DRAIN LINE DOWN WITHIN WALL TOCONNECTION AT SINK TAILPIECE OR MOP SINK. REFER TO DETAIL.3.4" CONCRETE HOUSEKEEPING PAD. PROVIDE A MINIMUM OF 24"EQUIPMENT CLEARANCE BETWEEN AND OUT FROM UNDER ANYEAVE. TYPICAL.4.PROVIDE 45° TOP OF PIPE CONNECTION FOR SLOPED COMMONCONDENSATE DRAINLINE. TYPICAL.GENERAL NOTES1.SEE PLAN SHEET MP0.0 FOR NOTES, SYMBOLS, ANDABBREVIATIONS. REFER TO SPECIFICATIONS FORADDITIONAL PROJECT REQUIREMENTS.2.REFER TO MS1.1 DIVISION 23 BOOK SPECIFICATIONS FORHVAC SPECIFICATIONS.3.SIZE REFRIGERANT LINES PER MANUFACTURERSRECOMMENDATIONS.4.INSTALL REFRIGERATION PIPING PER "PIPING HANDBOOK"AND MANUFACTURER SPECIFICATIONS.5.CALCULATE FOR EXPANSION AND CONTRACTION, INSTALLEXPANSION JOINTS IF NEEDED IN REFRIGERATION PIPING. FIRST FLOOR PLAN - HVAC PIPING01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019M3.1FIRST FLOOR PLAN -HVAC PIPING FROM STRUCTURESAME AS DIFFUSERINLET: 5'-0" MAXFLEXIBLE DUCT SIZELENGTH.12"CEILINGSUPPORT SADDLESADDLESHEET METALCONICAL OUTLETBRANCH DUCTSEE SPECIFICATIONS FORCLAMPS AND SEALANT (TYP.)NOTE:THE USE OF FLEXIBLE AIR DUCT CONNECTORS ARE NOT PERMITTED FOR AREAS WHICH AREEXPOSED TO VIEW.TYPICAL DIFFUSER ORREGISTER IN LAY-IN CLG.THERMAL INSULATIONSEE SPECIFICATIONSSPIRAL WOUNDDUCTWORK (TYP.)INSUL. BACK PLATE(R-5 MINIMUM)12" MIN OFSTRAIGHT FLEX.USE SMOOTH RIGIDELBOWS FOR CHANGEOF DIRECTIONGREATER THAN 45°NOTE:INTERNALLY LINE ALL SUPPLY, RETURN AND (EXHAUST-1000 CFM OR GREATER) DUCTWORK FOR AMINIMUM OF 15 FEET FROM FAN UNIT CONNECTION POINT FOR ACOUSTIC DAMPENING VALUE.CD COOLING COILOPEN VENT 1"ABOVE CONNECTIONTOP OF PIPE.UNIONP-TRAPNOTES;1. D = UNIT TOTAL STATIC PRESSURE.2. DIMENSIONS ARE CENTER PIPE3. CONDENSATE DRAIN LINES SHALL BESIZED AS SHOWN ON THE DRAWINGSBUT NOT LESS THAN THE UNITCONNECTION SIZE.D+1"3"3/4" FULLY INSULATED CONDENSATE DRAIN LINEAS SHOWN ON DRAWINGS OR APPROVEDINDIRECT TERMINATION POINT.Texas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019M4.1DETAILS - MECHANICAL ADAAMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORAFFABOVE FINISHED GRADEAFGAIR HANDLING UNITAHUAICABOVE FINISHED CEILINGAFCAPPROXIMATE OR APPROXIMATELYALTERNATEALTAPPROXAMERICAN WIRE GAGEARCHITECTAUTOMATIC TRANSFER SWITCHAUXILIARYARCHATSAUXAWGBELOW FINISHED CEILINGBFCBELOW FINISHED GRADEBFGBUILDINGBLDGCONDUIT OR TUBINGCCABLE TELEVISIONCATVCIRCUIT BREAKERCBCLOSED-CIRCUIT TELEVISIONCCTVCIRCUITCKTCEILINGCLGCOMMUNICATIONSCOMMDIRECT CURRENTDCCURRENT TRANSFORMER(S)CT(S)DISCONNECTDISCDOUBLE-POLE, DOUBLE THROWDPDTDOUBLE POLE, SINGLE THROWDPSTDRAWING(S)DWG(S)EMPTY CONDUIT OR TUBINGECEGSENGINE-GENERATOR SETEHHELECTRICAL HANDHOLEELEVELEVATIONEMERGEMERGENCYEMHELECTRICAL MANHOLEEMTELECTRICAL METALLIC TUBINGEXISTINGELECTRICAL WATER COOLEREXEWCFUSE(S)FFIRE ALARM ANNUNCIATOR PANELFAAPFIRE ALARM CONTROL PANELFACPFURNISHED BY OWNERFBOFLOORFLFULL LOAD AMPERE(S)FLAFLEXIBLEFLEXFSFULL VOLTAGE, NON-REVERSINGFVNRFULL VOLTAGE, REVERSINGFVRGROUNDGGROUND FAULT CIRCUIT INTERRUPTGFCIHIGH INTENSITY DISCHARGEHIDHAND-OFF-AUTOMATICHOAHORSEPOWERHPHIGH PRESSURE SODIUMHPSHVACHERTZIESHZISOLATED GROUNDIGINTERMEDIATE METALLIC CONDUITIMCJBOXJUNCTION BOXKILOAMPERE(S)KAKWKILOWATTS(S)KWHKILOWATT-HOUR(S)KVKILOVOLT(S)KVAKILOVOLT-AMPERE(S)KVARKILOVOLT-AMPERE(S) REACTIVELPSLOW PRESSURE SODIUMLIGHTINGLTGMETER(S)mMAXIMUMMAXMAIN CIRCUIT BREAKERMCBMOTOR CONTROL CENTERMCCMOTOR CIRCUIT PROTECTORMCPMETAL HALIDEMHMICROPHONEMICMINIMUMMINMAIN LUGS ONLYMLOMILLIMETER(S)mmMANUAL MOTOR STARTERMMSMANUAL TRANSFER SWITCHMTSMEGAVOLT-AMPERE(S)MVAMEGAVOLT-AMPERE(S) REACTIVEMVARMWMEGAWATT(S)NCNORMALLY CLOSEDNATIONAL ELECTRICAL CODENECNEMANATIONAL FIRE PROTECTION ASSOCIATIONNFPANON-FUSIBLE SAFETY SWITCHNFSNOT IN CONTRACTNICNORMALLY OPENNONOT TO SCALENTSOVERHEADOHPPOLE(S)PAPUBLIC ADDRESS SYSTEMPFPOWER FACTORPLPILOT LIGHTPNLPANELBOARDPVCPOLYVINYL CHLORIDERCREMOTE CONTROLRCPREFLECTED CEILING PLANRECRECEPTACLES(S)RGSRIGID GALVANIZED STEELRVSSREDUCED VOLTAGE, SOLID STATESFSQUARE FOOT OR FEETSPDTSINGLE-POLE, DOUBLE-THROWSPSTSINGLE-POLE, SINGLE-THROWSSSTART-STOPSWSWITCHSWBDSWITCHBOARDTATRIP AMPERE(S)TASTEXAS ACCESSIBILITY STANDARDSTELEPHONETELTEMPORARYTEMPTEXAS UTILITIES ELECTRICTUTELEVISIONTVTYPICALTYPUGUNDERGROUNDULUNDERWRITERS LABORATORIES, INC.UPSUNINTERRUPTIBLE POWER SUPPLYVARIABLE FREQUENCY DRIVEVOLT-AMPERE(S)VFDVAVVOLTAGE OR VOLT(S)W/OW/WITHOUTWITHWPWWEATHERPROOFWATT(S)XFMRXPTRANSFORMEREXPLOSION-PROOF#DELTANUMBERWIRE SIZES ARE INDICATED BY AMERICAN WIRE GAGE OR CIRCULAR MILS.SYMBOL NOTES APPLY TO DRAWING ON WHICH AND WHERE SYMBOL APPEARS.LB-3,5 JWPGFIIGn234KPTWPFFFSSSECURITY CAMERADUCT SMOKE DETECTORDNON FUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCH LOW VOLTAGE PANELHIGH VOLTAGE PANELFIRE ALARM SYSTEM HEAT DETECTORHLLLTSSPRINKLER SYSTEM TAMPER SWITCHSPRINKLER SYSTEM FLOW SWITCHFSSPRINKLER SYSTEM PRESSURE SWITCHPS F0PUSHBUTTONDTVELECTRIC DOOR OPENER2SSSSSSSS ALL DIMENSIONS GIVEN SHALL BE INTERPRETED AS DIMENSIONTO THE TOP OF THE ELECTRICAL BOX IN ACCORDANCE WITH ADA.SSSSWP1.DO NOT COMBINE NEUTRALS AND GROUNDS OF SEPARATE BRANCH CIRCUITS.2.DO NOT USE AC CABLE.2.WIRE SHALL BE COPPER THWN - SOLID FOR SIZES 12, 10, 8; STRANDED FOR SIZES 6 AND LARGER.DNIGHT LIGHTNLINDICATES FIXTURE TYPE - SEE LIGHT FIXTURE SCHEDULEINDICATES PANEL CIRCUITLA-1LIGHTING FIXTURESP2-SPEED, CONSEQUENT POLE2SCP2SSW2-SPEED, SEPARATE WINDINGAMPERE(S)ALTERNATING CURRENTAIR-COOLED CONDENSING UNITACCUACAAMPERE INTERRUPTINGCAPACITY(ROOT MEAN SQUARESYMMETRICAL)ILLUMINATING ENGINEERINGSOCIETY OF NORTH AMERICANATIONAL ELECTRICALMANUFACTURER'S ASSOCIATIONFUSIBLE SAFETY SWITCH ORFUSIBLE SWITCHELECTRICAL ABBREVIATIONS(ALL ABBREVIATIONS MAY NOT APPEAR ON DRAWINGS.)ELECTRICAL SYMBOLS LISTWIRING METHOD NOTES:(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)CEILING-MOUNTED SURFACE OR SUSPENDEDSINGLE-FACE EXIT SIGN WITH DIRECTIONALARROW AS INDICATED; SHADED QUADRANTINDICATES FACE OF SIGN.CEILING-MOUNTED SURFACE OR SUSPENDEDDOUBLE-FACE EXIT SIGN WITH DIRECTIONALARROWS AS INDICATED; SHADED QUADRANTINDICATES FACES OF SIGN.WALL-MOUNTED EXIT SIGN WITH DIRECTIONALARROW(S) AS INDICATED; SHADED QUADRANT(S)INDICATE FACE(S) OF SIGN.EMERGENCY LIGHT FIXTUREJUNCTION BOXSINGLE RECEPTACLE; NEMA 5-20R AT 18"ABOVE FINISHED FLOOR UNO.DUPLEX RECEPTACLE; NEMA 5-20R AT 18"ABOVE FINISHED FLOOR UNO.QUADRAPLEX RECEPTACLE; NEMA 5-20R AT 18"ABOVE FINISHED FLOOR UNO.RECEPTACLE W/WEATHERPROOF COVERPLATE;DUPLEX NEMA 5-20R 18" ABOVE FINISHED GRADEOR FLOOR UNO.DUPLEX RECEPTACLE WITH DETENTION PLATEGROUND-FAULT CIRCUIT INTERRUPTERRECEPTACLE; DUPLEX NEMA 5-20R 18" ABOVEFINISHED GRADE OR FLOOR UNO.ISOLATED GROUND RECEPTACLE; DUPLEX NEMA5-20R AT 18" ABOVE FINISHED FLOOR UNORECEPTACLE MOUNTED n INCHES ABOVEFINISHED FLOOR OR GRADE; NEMA 5-20R UNOSPECIAL-PURPOSE RECEPTACLE; SEE SPECIAL-PURPOSE RECEPTACLE, CONNECTION ANDFLOOR BOX SCHEDULE ON DRAWING.HARDWIRE CONNECTION OR PROVISION FORCONNECTION; SEE SPECIAL-PURPOSERECEPTACLE, CONNECTION AND FLOOR BOXSCHEDULE ON DRAWING.MULTIOUTLET ASSEMBLYBBDATA SYSTEM JACK; SINGLE GANG BOX AT 18"AFF WITH 1" CONDUIT TO ABOVE NEARESTACCESSIBLE CEILING; SUBSCRIPTED NUMBERMOUNTING HEIGHT AFFFLOOR-MOUNTED DUPLEX RECEPTACLEAND DATA CONNECTION.TELEPHONE SYSTEM VOICE JACK; SINGLE GANGBOX AT 18" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTEDNUMBER INDICATES MOUNTING HEIGHT AFFCOMBINATION VOICE AND DATA JACK; 1-GANGBOX AT 18" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTEDNUMBER INDICATES MOUNTING HEIGHT AFFDATA SYSTEM FIBER OPTIC JACK; SINGLE GANGBOX AT 18" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTEDNUMBER MOUNTING HEIGHT AFFWALL PHONE. VOICE AND DATA JACK; 1-GANGBOX AT 48" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTEDNUMBER INDICATES MOUNTING HEIGHT AFFOCCUPANCY SENSOR "SWITCH PACK" OR"POWER PACK" REFER TO DETAIL 8 ON SHEET E3TRANSFORMERCIRCUIT BREAKERCOMBINATION DISCONNECT SWITCH/MOTORSTARTER.MOTOR SYMBOL; THE NUMBER INSIDEINDICATES HP.TELEVISION DATA OUTLET; SINGLE GANG 2.5"DEEP BOX AT 72" AFF, UNLESS NOTEDOTHERWISE, (WITH 1" CONDUIT TO ABOVENEAREST CEILING) AND ADJACENT NEMA 5-20RDUPLEX RECEPTACLE.SOUND SYSTEM SPEAKER; CEILING-MOUNTED2-GANG, 4" DEEP BOX WITH 1" CONDUIT TOABOVE NEAREST ACCESSIBLE CEILINGSOUND SYSTEM DEVISE; SEE SOUND SYSTEMDEVICE SCHEDULE ON DRAWINGS.CLOCK SYSTEM SINGLE RECEPTACLE; NEMA5-15R AT 80" ABOVE FINISHED FLOOR UNO.FIRE ALARM SYSTEM BELL/STROBE LIGHT AT80" AFF 1 INDICATES 110 CANDELA INTENSITY.FIRE ALARM SYSTEM HORN/STROBE LIGHT AT 80" AFFOR 6" BFC, WHICHEVER IS LOWER; SUBSCRIPTED 1INDICATES 110 CANDELA INTENSITY.FIRE ALARM SYSTEM BELL AT 90" AFF OR 6"BFC, WHICHEVER IS LOWER.FIRE ALARM SYSTEM HORN AT 90" AFF OR 6"BFC, WHICHEVER IS LOWER.FIRE ALARM SYSTEM STROBE LIGHT AT 80" AFFOR 6" BFC, WHICHEVER IS LOWER;SUBSCRIPTED 1 INDICATES 110 CANDELAINTENSITY.FIRE ALARM SYSTEM SMOKE DETECTOR;SUBSCRIPTED D INDICATES DUCT MOUNTINGAND SUBSCRIPTED U INDICATES UNDER FLOORMOUNTING.FIRE ALARM SYSTEM MANUAL PULL STATIONAT 48" ABOVE FINISHED FLOOR UNO.SINGLE-POLE SWITCH WITH WEATHERPROOF COVERPLATEAT 48" ABOVE FINISHED GRADE OR FLOOR UNOTIME SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.SINGLE-POLE SWITCH AND PILOT LIGHT AT48" ABOVE FINISHED FLOOR UNO.KEY-OPERATED SWITCH AT 48" ABOVEFINISHED FLOOR UNO.FOUR-WAY SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.THREE-WAY SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.TWO-POLE SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.SINGLE-POLE DIMMING SWITCH AT 48" ABOVEFINISHED FLOOR UNO.SINGLE-POLE SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.SINGLE POLE SWITCH AT 48" ABOVE FINISHEDFLOOR WITH SECURITY DETENTION PLATE.ELECTRICAL CONVENTIONS(ALL CONVENTIONS MAY NOT APPEAR ON DRAWINGS.)GENERAL NOTES APPLY TO ELECTRICAL DRAWING SET.DRAWING NOTES APPLY TO DRAWING ON WHICH NOTE APPEARS.PANELBOARD, SWITCHBOARD OR MOTOR CONTROLCENTER DESIGNATION; ARROWHEADS INDICATENUMBER OF BRANCH CIRCUITSBRANCH CIRCUIT HOMERUN TO PANELBOARD, SWITCHBOARDOR MOTOR CONTROL CENTER; ARROWHEADS INDICATENUMBER OF BRANCH CIRCUITSTYPICAL LIGHTING NOTATIONS SHOWN ON LIGHTING PLAN:CENTER LINENUMBER OF POLESRATING OF SWITCHRATING OF FUSES OR NON-FUSIBLENEMA ENCLOSURE TYPE.3P/60A/NF/3RDISCONNECT SWITCH(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)DRAWING SYMBOLSRISER NUMBERPOINTS TO RISER AREANUMBERDESCRIPTIONSCALEDETAIL #DRAWING NO. TO REFER TOSECTION NUMBERDRAWING NUMBER WHERESECTION IS LOCATEDSECTIONXXXXX-XXX-XXPADETAIL SYMBOLSUBTITILERISER DIAGRAMSYMBOLMAXIMUM CURRENT AMPACITYMCAMAXIMUM OVER-CURRENT PROTECTIONMOCPHEATING AND AIR CONDITIONING RATINGHACRHEATING, VENTILATION AND AIRCONDITIONINGREMOTE DOOR UNLOCK PUSH BUTTONTYPICAL POWER NOTATIONS SHOWN ON POWER PLAN:UNOUNLESS NOTED OTHERWISECONTROLLED DOORWCEILING MOUNTED WIRELESS WIFI ANTENNAE/REXISTING TO BE REMOVED AND REINSTALLED AFTER MODIFICATIONRECEPTACLE 208 VOLT.xINDICATES SWITCH ASSOCIATED WITH FIXTURECARD READERCRINTERCOMICOVERHEAD DOOR CONTROLLERTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E0.0LEGEND - ELECTRICAL 1LAPANEL60ASPD2TYPE 2150 KW DIESELGENERATOR3/0 CUCIRCUITS FOR BATTERY CHARGER,CONTROL PANEL, BLOCK HEATER, ETC.BOND NEUTRAL TO GROUNDCONDUCTOR AT GENERATOR343/0 CU LTGLBPANELTIMERSPACE56LMPANELELECTRICAL ROOM 142ELECTRICAL CLOSET 120EXTERIOR2SETS: 4 #250KCM, 1 #2G, 3" C4 #4/0, 1 #4G, 3" C4 #4/0, 1 #4G, 2.5" C 2 #12, 3/4" C FOR VOLTAGE SENSING AS REQUIREDTRANSFORMER2 SETS: 4 #350 KCM, 4"CBY UTILITY COMPANY1" CONDUITFUSED MAIN DISCONNECT, CLASS RK-1 FUSES,SUITABLE FOR SERVICE ENTRANCE600A500AF3P-500A MOLDED CASEELECTRONIC CIRCUIT BREAKERATS4 POLE,600 AMPMAIN PANEL BOARD 120/208V, 3 PH, 600A, 14 KAIC225A225A225ASPACE4#6 1"C.4 #4/0, 1 #4G, 3" CCT CABINETINSTRUMENT RATED METER2SETS: 4 #250KCM, 1 #2G, 4" CONE LINE DIAGRAM01SCALE: NTSTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E0.1ONE LINE DIAGRAM ANDSCHEDULESLIGHT FIXTURE SCHEDULE03SCALE: NTSRATING AND WARNING02SCALE: NTS Texas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E0.2PANEL SCHEDULESPANEL SCHEDULES01SCALE: NTSPOWER TO MECHANICAL SCHEDULES02SCALE: NTS COLORADO BOULEVARDSA1SASA1JJJSBSBSBSBSBSAJ761110412395UGEUGEUGEUGEUGE1213151716814JSA1SA1LA-81LA-83LA-7918LA-84LB-70LB-68SAGENERAL NOTES1.MEET WITH THE ELECTRIC UTILITY COMPANY REPRESENTATIVEPRIOR TO BIDDING THE PROJECT. REVIEW THE SITE PLAN AND THEELECTRICAL RISER DIAGRAM AND VERIFY THE REQUIREMENTS FORPROVIDING ELECTRIC SERVICE TO THE BUILDING. DETERMINEWHAT WORK WILL BE PERFORMED BY THE POWER COMPANY ANDWHAT WORK WILL BE PERFORMED BY THE CONTRACTOR. OBTAINCOPIES OF APPROPRIATE DETAILS, STANDARDS ANDINSTRUCTIONS. UTILITY LOCATIONS SUBJECT TO CHANGE DURINGTHIS COORDINATION. ALL CHANGES MUST BE ACCOUNTED FOR INTHE BID. NO ADDITIONAL FUNDS WILL BE PROVIDED FOR FAILING TOCOORDINATE THIS WORK. REQUEST THE AMOUNT OF ANY UTILITYCHARGES TO BE CHARGED TO THE PROJECT. INCLUDE THESECOSTS IN THE BID.2.PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION, ANDSERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATIONOF ELECTRICAL SERVICE AS DIRECTED BY THE UTILITY COMPANY.3.WORK INCLUDED:A.FURNISH AND INSTALL UNDERGROUND PRIMARY 4" CONDUITSWITH ONE SPARE, FOR THE PRIMARY SERVICE CONDUCTORS.B.FURNISH AND INSTALL CONDUITS, WIRES, TRANSFORMER PADSAND METERING EQUIPMENT TO PROVIDE AN ELECTRICALSERVICE ENTRANCE AS SHOWN ON THE DRAWINGS AND/ORSPECIFIED HEREIN. COORDINATE WORK WITH THE CITYELECTRIC AND COMMUNICATION UTILITY COMPANIES, VERIFYALL REQUIREMENTS, AND INSTALL SERVICE ENTRANCEEQUIPMENT IN EXACT COMPLIANCE WITH UTILITY COMPANYAND LOCAL GOVERNMENTAL AGENCY REQUIREMENTS.C.ARRANGE WITH THE UTILITY COMPANIES TO INSPECT THEWORK.D.INCLUDE IN THE BID, ALL UTILITY COMPANY CHARGES ANDCOSTS RELATED TO THE INSTALLATION OF THE SERVICES(TELEPHONE, CABLE TV, AND ELECTRIC).4.PROVIDE WIRE AND CONDUIT TO SITE LIGHTING.5.PROVIDE PHOTOCELL AND TIMECLOCK(S) CONTROL FOR ALLEXTERIOR AND SITE LIGHT FIXTURES UNLESS NOTED OTHERWISE.6.COORDINATE ALL SITE WORK WITH CIVIL ENGINEER PRIOR TOWORK.7.SEE SPECIFICATIONS FOR WIRE AND CONDUIT REQUIREMENTS.1.PROVIDE WEATHERPROOF J-BOX IN-GRADE WITH PC QUAZITEENCLOSURE TO HOUSE 120V-12V FLAG POLE LIGHTINGTRANSFORMER.2.APPROXIMATE LOCATION OF I.T. ROOM.3.PROVIDE (3) 4" CONDUIT WITH PULLSTRING UNDERGROUND FROMI.T. ROOM TO POINT OF DEMARCATION AND TERMINATE IN PRECASTBOX.4.POINT OF DEMARCATION. PRECAST ENCLOSURE TO BE PROVIDEDAND INSTALLED B OWNER. FOR COORDINATION ANDINFORMATIONAL PURPOSES ONLY. PRECAST ENCLOSE TO BEOLDCASTLE ELECTRIC AND COMMUNICATIONS ENCLOSURE 2436-36.5.GENERATOR SET. GENERATOR AND WEATHER ENCLOSURE BASISOF DESIGN: GENERAC SD150-6.7L-150KW.CONTRACTOR TO INCUR NECESSARY COSTS TO WIDEN AND/ORLENGTHEN CONCRETE PAD FOR REQUIRED CLEARANCES IFREQUIRED BY SUBSTITUTED MANUFACTURER.SCREENING HEIGHT DESIGNED TO BLOCK ENTIRE ASEMBLY,GENERATOR, STORAGE TANK AND WEATHER ENCLOSURE) FROMDIRECT VIEW. CONTRACTOR TO INCUR NECESSARY COST TOINCREASE SCREENING HEIGHT IF REQUIRED BY SUBSTITUTEDMANUFACTURER.PRIOR TO CONSTRUCTION, AS SHOP DRAWING SUBMITTAL,CONTRACTOR TO PROVIDE ENCLOSURE LAYOUT SHOWINGGENERATOR ELECTRICAL STUB UP LOCATIONS, DOOR PANELS ANDALL REQUIRED CODE AND MAINTENANCE CLEARANCES FORAPPROVAL. IN ADDITION, CONTRACTOR TO PROVIDEDOCUMENTATION FROM MANUFACTURER INDICATING APPROVAL OFLAYOUT AND REQUIRED CLEARANCES.6.PROVIDE (1) 2" CONDUIT WITH PULLSTRING FOR FUTURE USE.CONDUIT DEPTH TO BE 24" BELOW THE BOTTOM OF THE DRIVEWAYCONCRETE. CAP THE ENDS OF THE CONDUITS AND PLACE WARNINGTAPE 6" ABOVE THE CONDUIT DURING BACKFILL FOR LOCATION OFTHE CONDUIT IN THE FUTURE.7.PROVIDE (2) 1" CONDUITS WITH PULLSTRING (1 DATA / 1 POWER) TOLOCATION OF KEYPAD/PROXIMITY CENTER FOR SLIDING GATECONTROLS. COORDINATE REQUIREMENTS WITH GATE VENDOR.8.PROVIDE 120V, 1-PHASE CIRCUIT WITH INLINE SURGE SUPRESSORTO GATE CONTROL PANEL.9.PROVIDE VEHICLE INDUCTION LOOP (BELDEN BURY WIRING PARTNO. 582115) IN CONCRETE PAVEMENT. PROVIDE A PRE-FORMED PVCLOOP AND PATHWAY TO THE GATE CONTROL PANEL. COORDINATECONNECTION REQUIREMENTS WITH GATE VENDOR.10.REFER ARCHITECTURAL DRAWINGS FOR DIMENSIONAL LOCATIONOF BOLLARD LIGHTS.11.LOW VOLTAGE PEDESTRIAN GATE CONTROLS. PROVIDEWEATHERPROOF J-BOX AND COORDINATE REQUIREMENTS FORCONDUIT SIZE AND QUANTITY WITH OWNER'S VENDOR. INCLUDEALL COSTS IN BASE BID.12.LOCATION OF PAD MOUNT TRANSFORMER.13.APPROXIMATE LOCATION OF ELECTRICAL ROOM 142.14.APPROXIMATE LOCATION OF ELECTRICAL CLOSET 120.15.UTILITY METER AND MAIN DISCONNECT.16.PROVIDE (3) 4" UNDERGROUND CONDUITS FOR TRANSFORMERSECONDARY (ONE IS SPARE).17.PROVIDE (2) 4" CONDUITS TO ATS IN ELECTRICAL ROOM AND (4) 1"CONDUITS FOR POWER, SENSE WIRE, DATA AND ONE SPARE.18.FLAG POLE, PROVIDE CONDUIT BETWEEN POLE ANDTRANSFORMER. NOTES BY SYMBOL " "LIGHT POLECONNECT GROUNDWIRE TO POLEANCHOR BASECOVERANCHOR BOLTSCONDUIT 30" BELOWGRADE MIN. SEE SPECIFICATIONSNON-SHRINK GROUTGRADING OR PAVING#10 COPPER GROUND6' GROUND RODSUPPLIED BY POLEMANUFACTURERRIGID METAL CONDUIT24" A.F.G.VERIFY POLE BASE HEIGHT WITH STRUCTURAL ANDARCHITECT. DETAIL SHOWN FOR CLARIFICATION OFELECTRICAL REQUIREMENTS.24" BELOWGRADE MIN.90'S AND VERTICAL3/4" STEEL BASE AND1/4" STEEL LEVELINGSITE PLAN - ELECTRICAL01SCALE: 1/16"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E1.0SITE PLAN - ELECTRICALPOLE BASE DETAIL02SCALE:NTS COLORADO BOULEVARDSA1SASBSBSBSBSBSASA1SA1SA1SALINE SHOWN ON THE SOUTH SIDE IS ANARTIFICIAL PROPERTY LINE. ACTUAL PROPERTYLINE IS APPROXIMATELY 260' TO THE SOUTH.0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.91.00.80.60.50.30.20.10.10.10.00.00.00.10.30.40.30.20.10.10.00.00.00.00.00.00.10.10.20.30.50.70.80.70.80.80.80.80.50.40.20.10.00.00.00.00.00.00.00.00.00.00.20.40.40.30.10.10.10.20.20.20.20.20.30.30.30.10.00.0H1H1H1H3H1H1H1H31.51.53.02.71.90.20.40.83.04.12.80.30.20.20.20.51.04.15.43.92.21.30.90.60.40.30.30.30.80.54.24.14.73.52.92.52.21.71.20.80.50.61.20.80.80.71.13.23.33.94.02.90.10.12.43.42.82.11.51.10.80.82.50.50.52.53.03.04.54.10.00.10.10.73.53.83.02.11.71.16.426.90.10.31.12.52.44.55.43.70.10.10.54.84.64.53.148.90.10.61.31.95.15.34.92.20.00.10.32.67.621.20.41.11.83.23.82.51.50.10.20.50.90.91.03.03.22.51.80.37.91.40.81.32.92.52.01.30.10.21.00.70.92.12.52.21.81.30.00.01.92.01.52.12.62.62.62.52.52.31.10.00.022.912.10.81.54.55.44.04.03.63.12.72.83.13.50.80.10.00.03.511.02.31.90.91.22.64.34.86.96.14.43.73.33.13.53.63.30.20.10.00.13.93.02.61.91.61.52.33.44.45.96.04.94.03.63.43.43.84.12.60.30.10.00.00.72.73.32.82.31.81.82.12.84.14.94.54.34.03.63.53.53.63.50.40.20.00.00.11.73.33.53.32.21.91.82.02.74.34.04.54.03.73.43.23.32.90.10.10.00.10.22.33.93.12.52.01.61.31.00.71.14.03.63.82.92.31.90.80.10.10.10.32.43.42.81.91.30.80.50.30.40.41.61.51.00.00.00.10.11.92.11.40.10.00.00.1H3H2H2SITE PLAN - PHOTOMETRICS01SCALE: 1/16"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E1.0PSITE PLAN -PHOTOMETRICS 234561789101112131415161718192021AAAAFAN-1AAAAAAAAAAAAAAAAAAAAAAAAAAAAFAN-1FAN-1FAN-1FAN-1FAN-1JD2DDDDDDDDDDDDDDDDDDDDDDDDD1DDD1DDDDD1DDDD1DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEEH1H1H1H1H1H1H3FFFFFFH3H3MBBBCSWbCSWa3SSSSS4 S3 S2 SD2H3GSDSFAN-1FAN-1FAN-1FAN-1FAN-1JJJJJSSDSDSSSDSDSSSDSDSDSDSDSD2SSSE1SSSE1SSS1 S BJSSSSSFAN-12SS2 BH2SSSDGG4GGG2GG2FAN-2FAN-1D2D2D2D2D2D2D2D2D2D2D2D2D2S 4H3MMMS3 S3S3 S3S3S311156CSWbCSWaCSWbCSWaSWaSWbSWbSWaH213332SSSS3DS3S3S3S3DS3S3S3S S2 22SS2LB-80LB-82LB-84LA-80LA-82LB-74ONLA-84LB-76LB-78LA-84ONLA-84KKSD77 LL88888883KSD 9GENERAL NOTES1.REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OFALL LIGHT FIXTURES.2.REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTINGHEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES, UNLESS NOTEDOTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATEMOUNTING HEIGHTS OF ALL FIXTURES.3.COORDINATE FINAL PLACEMENT OF LIGHT FIXTURES IN ALLMECHANICAL SPACES WITH THE FINAL INSTALLED LOCATIONS OFALL MECHANICAL DUCTWORK AND PIPING.4.PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH CIRCUIT.OCCUPANCY SENSORS SHALL BE CONNECTED AHEAD OF LOCALOVERRIDE SWITCHES.5.ALL EXTERIOR/SITE FIXTURES, EXCLUDING PATIO FIXTURES, SHALLBE CONTROLLED BY AN ASTRONOMICAL TIMECLOCK ANDPHOTOCEL.6.REFER TO DRAWING E2.1B FOR EMERGENCY FIXTURES.NOTES BY SYMBOL " " 1.PROVIDE SWITCH MOUNTED DUAL TECHNOLOGY VACANCY SENSOR.2.PROVIDE SWITCH MOUNTED DUAL TECHNOLOGY OCCUPANCYSENSOR.3.PROVIDE CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCYSENSOR.4.PROVIDE CEILING MOUNTED DUAL TECHNOLOGY VACANCY SENSOR.5.TYPICAL FOR ALL TYPE G FIXTURES IN CORRIDOR 124; REFER TOARCHITECTURAL INTERIOR ELEVATIONS FOR PATHWAY LIGHTLOCATIONS. FIXTURES ARE NOT MANUALLY SWITCHED, THEY AREINTEGRATED WITH TYPE A FIXTURES IN CORRIDOR 124 SO THAT WHENTYPE A FIXTURES ARE ON, TYPE G FIXTURES ARE OFF. SIMILARLY,WHEN TYPE A FIXTURES ARE OFF, TYPE G FIXTURES ARE ON.6.TYPICAL FOR ALL TYPE J FIXTURES IN ALL SLEEP ROOMS: BEDSIDETASK LIGHT HAS BUILT IN ON/OFF SWITCH, NO WALL SWITCHREQUIRED.7.SWITCH TO CONTROL WINDOW SHADES. PROVIDE RECEPTACLEABOVE CEILING. COORDINATE WITH VENDOR.8.LIGHT FIXTURE SHALL SERVE AS "REGULAR" LIGHTS DURING NORMALOPERATION AND SHALL SERVE AS EMERGENCY FIXTURES DURING APOWER FAILURE, WIRE ACCORDINGLY.9.CLARIFICATION: TYPE D FIXTURES ON DIMMER, TYPE G FIXTURES ONSWITCH WITH NO DIMMER.FIRST FLOOR PLAN - LIGHTING01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E2.1AFIRST FLOOR PLAN -LIGHTING X1X1EMX1EMEMEMX1X1EM2EM2EM2EM2X2X1EMEMH2H2EMEMEMX1X3EM3X1X1EM1EM234561789101112131415161718192021CB12D2D2222H3H3H3222EM3GENERAL NOTES1.REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OFALL LIGHT FIXTURES.2.REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTINGHEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES, UNLESS NOTEDOTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATEMOUNTING HEIGHTS OF ALL FIXTURES.3.COORDINATE FINAL PLACEMENT OF LIGHT FIXTURES IN ALLMECHANICAL SPACES WITH THE FINAL INSTALLED LOCATIONS OFALL MECHANICAL DUCTWORK AND PIPING.4.PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH CIRCUIT.NOTES BY SYMBOL " " 1.PROPOSED LOCATION FOR EMERGENCY FIXTURE BATTERY BACKUPBATTERY AND CHARGER. RECEPTACLE FOR CHARGER SHOWN ONDRAWING E3.1.2.LIGHT FIXTURE SHALL SERVE AS "REGULAR" LIGHTS DURING NORMALOPERATION AND SHALL SERVE AS EMERGENCY FIXTURES DURING APOWER FAILURE, WIRE ACCORDINGLY.FIRST FLOOR PLAN - EMERGENCY LIGHTING01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E2.1BFIRST FLOOR PLAN -LIGHTING 234561789101112131415161718192021271414234161918281129303132282328172811161015162233162828201111111111111112816341410124251211213681593637SS1048LA-53LA-49SWaSWbSWb SWa WPGFCI+48"/GFCIJ+84"18+232"J+84"19+48"/GFCIJ+84"+232"1918JJ+60"J+48"30 AMPWPGFCI+108"GFCIJWP/GFCI+48"/GFCI+48"/GFCI+48"+48"/GFCIJ+84"1819+48"J+48"+232"SWbSWbSWbSWa48LA-51+48"J+48"J+48"+48"/GFCI+48"/GFCIJJ+84"+48"+232"+48"/GFCI+48"JTV+96"JJJ+14"+14"+28"+28"+42"+42"+V.I.F."+V.I.F."+90"+90"+28"/USB+28"/USB+62"/USB+79"/USBJJ+30"+60"TV+30"TV+60"+48"/GFCITV+60"+8"/USB+8"/USBJ+108"J+108"USBUSBUSBWP/GFCIWP/GFCITV+108"+48"TV+108"+36"GFCI+36"GFCITV+96"+24"/USB+24"26+48"/GFCI+66"/USB+66"/USB+66"/USB+26"/USB+48"+48"WP/GFCIWP/GFCISWa+44"DW+44"+44"+30"+24"77RANGEJ+44"+26"+44"+70"+30"GFCI+60"J+48"GFCI+48"GFCI+48"GFCI+66"/USB+42"/USB+42"+51"/USB+51"/USB+51"/USB+51"/USB+42"+42"+42"/USB+42"+42"+42"/USB+42"+42"/USB+66"/USB+66"/USB+66"/USB+66"/USB+66"/USB+66"/USB+66"/USB+66"/USB37373737373737ON LB-81ON LB-81ON LB-81ON LB-81ON LA-75ON LA-75LA-54+60"+108"+108"+36"ATSMPB+23"+18"JON LA-77ON LA-75ON LA-29ON LA-25LA-15LA-13LA-17LA-19LA-9LA-3LA-1ON LA-23LA-11LA-7LA-5ON LA-25LA-21LA-27LA-35LA-45/47LA-37LA-33LA-31LA-77LA-39LA-41LA-43LB-13LB-11LB-7LB-5ON LA-23ON LA-75LB-10LB-4LB-12LB-14LB-16LB-26LB-32LB-24LB-22LB-20LB-6LB-8LB-18LB-53LB-69LB-73/75LB-71LB-77/79LB-2LB-49LB-51LB-29LB-47LB-45LB-31ON LB-83LB-19LB-39LB-61LB-59LB-57LB-55LB-63LB-35LB-37LB-33LB-43LB-27LB-41LB-17LB-25LB-23LB-21LB-15LB-3LB-9LB-1ON LB-83ON LB-83+66"/USB3751JLA-5249LA-56LALBLMGND BARGND BAR50LB-28SWaGFCIGFCILB-34GENERAL NOTESNOTES BY SYMBOL " " 1.DEVICES INSTALLED WITHIN MILLWORK. REFER ARCHITECTURALDRAWINGS FOR ORIENTATION OF DEVICES. COORDINATE WITHMILLWORK SUBCONTRACTOR AS REQUIRED.2.RECEPTACLE MOUNTED FLUSH IN PLATFORM RISER.3.ENTERTAINMENT CENTER: PROVIDE QUAD RECEPTACLE, COAXIALCABLE, DATA AND ADDITIONAL 1-1/2" EMPTY CONDUIT FOR FUTUREITEMS. ROUTE EMPTY CONDUIT UP WALL AND STUB OUT 6" ABOVEACCESSIBLE CEILING. MOUNT IN SUITABLE SIZED STEEL BOX. BASISOF DESIGN: ARLINGTON CATALOG #TVBS507. DEVICES TO BELOCATED BEHIND T.V. AND WITHIN MILLWORK. STACK DEVICES SOAS TO ROUTE CONDUIT FROM LOWEST SIMILAR BOXES TO HIGHERBOXES AND THEN TO ACCESSIBLE CEILING.4.PROVIDE J-BOX WITH (1) 1" CONDUIT TO ACCESSIBLE CEILING.5.RECEPTACLE INSTALLED FLUSH IN FALSE FRONT DRAWER FACE.REFER TO ARCHITECTURAL DRAWINGS FOR ORIENTATION OFRECEPTACLE AND COORDINATE WITH MILLWORK SUBCONTRACTORAS REQUIRED.6.IN SINK DISPOSAL: PROVIDE SINGLE POLE SINGLE THROW SWITCHABOVE COUNTER FOR CONTROL OF RECEPTACLE. COORDINATEFINAL LOCATION WITH MILLWORK SUBCONTRACTOR PRIOR TOROUGH-IN.7.RECEPTACLE LOCATED IN KITCHEN ISLAND. ROUTE 1" CONDUIT TONEAREST WALL AND STUB CONDUIT 6" ABOVE ACCESSIBLE CEILING.COORDINATE UNDER SLAB ROUTING TO RACEWAY WITHINMILLWORK. COORDINATE STUB UP LOCATION WITH ISLAND PRIORTO ROUGH-IN.8.RECEPTACLE MOUNTED FLUSH IN KITCHEN ISLAND FORMICROWAVE.9.POWER FOR KITCHEN HOOD CONTROLS.10.PROVIDE SPECIAL PURPOSE 30 AMP OUTLET. PROVIDE #10 WIRE.COORDINATE NEMA CONFIGURATION PRIOR TO ROUGH-IN.11.HARD-WIRED MULTI-OUTLET RACEWAY: LEGRAND WIREMOLD,PLUGMOLD #2000 SERIES, STEEL CONSTRUCTION, GB/USB 9"SPACING ALTERNATING USB OUTLETS, GFCI PROTECTION,STAINLESS STEEL FINISH, 36" LENGTH. REFER ARCHITECTURALDRAWINGS FOR MOUNTING HEIGHT.12.POWER FOR EMERGENCY LIGHT BATTERY CHARGER.13.PROVIDE 4"x4" J-BOX WITH (1) 1" CONDUIT TO ACCESSIBLE CEILINGSPACE FOR FUTURE USE.14.POWER FOR VEHICLE GATE CONTROLLER. COORDINATE WITHOWNER'S VENDOR FOR EXACT LOCATION PRIOR TO ROUGH-IN.15.PROVIDE BACK BOX WITH (1) 1" CONDUIT FOR VEHICLE EXHAUSTREMOVAL CONTROL PANEL. COORDINATE BACK BOX SIZE WITHVENDOR PRIOR TO ROUGH-IN.16.PROVIDE J-BOX WITH BLANK PLATE AND (1) 1" CONDUIT WITH PULLSTRING TO FLUSH MOUNTED PULL BOX ON OPPOSITE SIDE OF WALLAT 10'-6" A.F.F. CONDUIT TO CONTINUE TO MINIMUM CONCEALEDHEIGHT OF 18'-0" A.F.F. AND STUB OUT IN VEHICLE BAYS.17.PROVIDE 30 AMP, 120V RECEPTACLE FOR VEHICLE CHARGING,NEMA TYPE TT-30R. PROVIDE #10 WIRE. COORDINATE EXACTCONFIGURATION WITH FIRE STATION VEHICLE.18.PROVIDE J-BOX FOR VEHICLE EXHAUST REMOVAL SYSTEMEMITTER/TRANSMITTER. ALIGN WITH EMITTER/TRANSMITTER ONOPPOSITE WALL.19.POWER FOR VEHICLE EXHAUST REMOVAL SYSTEMEMITTER/TRANSMITTER TRANSFORMER.20.PROVIDE WALL MOUNT BRACKET/EXTENSION ON ADJACENT WALLFOR EMITTER/TRANSMITTER AS REQUIRED TO ALIGN WITHEMITTER/TRANSMITTER ON OPPOSITE WALL.21.IN I.T. ROOM 115, PROVIDE 3/4" FIRE RATED PLYWOOD FROM 0'-4"A.F.F. TO CEILING ON ALL WALLS.22.PROVIDE (3) 2" CONDUIT WITH PULLSTRING UNDER SLAB FROMELECTRICAL ROOM 142 TO I.T. ROOM 115 AND UP ABOVE CEILING (1LIFE SAFETY / 1 TECHNOLOGY SERVICES / 1 FUTURE). PROVIDE 24" x6" x 6" PULL BOX AT A HEIGHT ADJACENT TO THE BOTTOM OF ROOFSTRUCTURE IN ELECTRICAL ROOM 142.23.PROVIDE (2) 2" CONDUIT WITH PULLSTRING UNDER SLAB FROMELECTRICAL ROOM 142 TO CHASE WALL AT LAUNDRY/EMS 109 ANDUP TO 12" ABOVE ADJACENT CEILING (1 FIRE FIGHTER ALERTING / 1FUTURE) PROVIDE 24" x 6" x 6" PULL BOX AT A HEIGHT ADJACENT TOTHE BOTTOM OF ROOF STRUCTURE IN ELECTRICAL ROOM 142.24.PROVIDE 4" CONDUIT STUB UP FOR INCOMING FIBER CABLE. REFERTO ELECTRICAL SITE PLAN FOR CONTINUATION.25.PROVIDE 4" CONDUIT STUB UP FOR INCOMING TELEVISION ANDCABLE. REFER TO ELECTRICAL SITE PLAN FOR CONTINUATION.26.PROVIDE 4" CONDUIT STUB UP FOR FUTURE USE. REFER TOELECTRICAL SITE PLAN FOR CONTINUATION.1.VERIFY ALL MOUNTING HEIGHTS OF RECEPTACLES ABOVEMILLWORK WITH ARCHITECTURAL PLANS.2.VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTSOF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONSPRIOR TO INSTALLATION OF EQUIPMENT.3.PROVIDE MINIMUM OF (6) 3/4" AND (2) 1-1/2" CONDUITS FROMEACH FLUSH MOUNTED PANEL STUBBED UP INTO ACCESSIBLECEILING SPACE FOR FUTURE.4.CONTRACTOR SHALL PROVIDE A SEPARATE NEUTRALCONDUCTOR FOR EACH BRANCH CIRCUIT.5.REFER TO ALL VENDOR DRAWINGS FOR EXACT JUNCTION BOXREQUIREMENTS AND MOUNTING HEIGHTS.6.ALL POWER WIRING SHALL BE RUN IN CONDUIT. NO EXPOSEDWIRING ALLOWED.7.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALLELECTRICAL DEVICES, WIRING, CONDUIT, ETC. FOR A COMPLETEINSTALLATION. THIS INCLUDES ALL INFRASTRUCTURE FOR LOWVOLTAGE DEVICES INCLUDING JUNCTION, CONDUIT WITHPULL-STRING, ETC. REFER E5.1 AND E5.2 FOR LOW VOLTAGEPLANS.8.PROVIDE GFI RECEPTACLES OR GFCI BREAKERS FOR ALLRECEPTACLES IN KITCHEN AND RESTROOMS.9.MOUNT PANELS LB AND LM IN ELECTRICAL CLOSET 120 ACROSSFROM THE DOUBLE DOOR OPENING TO ENSURE 3' CLEARANCEWHEN DOORS ARE OPEN.10.ALL RECEPTACLES LABELED AS "USB" SHALL HAVE (2) INTEGRALPORTS.11.WHERE RECEPTACLE HEIGHTS ARE INDICATED IN INCHES, THEHEIGHT IS TO THE TOP OF THE RECEPTACLE/DEVICE BOX.12.ALL CONDUIT AND/OR WIRING SHALL BE INSTALLED BETWEENTHE BOTTOM AND TOP CHORD OF JOIST. DO NOT INSTALLCONDUIT WITHIN 3 FEET ON ANY A/C UNIT UNLESS THE CONDUITAND/OR WIRING SERVICES THE A/C UNIT.13.WHERE RECEPTACLES AND TELEPHONE/DATA OUTLETS ARESHOWN GROUPED TOGETHER, CONTRACTOR SHALL MOUNTDEVICES AS CLOSE TOGETHER AS POSSIBLE.27.PROVIDE POWER ABOVE CEILING FOR ELECTRICALLY OPERATEDWINDOW SHADES WITH 1" CONDUIT TO A SINGLE J-BOX FORWINDOW SHADE CONTROLLER. CONTROLLER TO OPERATE ALLSHADES SIMULTANEOUSLY. REFER TO ARCHITECTURAL DRAWINGSFOR LOCATIONS.28.CORD REEL: PROVIDE DEDICATED 20A/1P RECEPTACLE MOUNTEDAT 20'-0" A.F.F. FOR CONNECTION OF CORD REEL. PROVIDE UNISTRUT OR SIMILAR AS REQUIRED BETWEEN TRUSSES FORATTACHMENT. CORD REEL TO HAVE A MINIMUM OF 45' OF 12/3HEAVY DUTY CORD WITH KELLEM GRIP STRAIN RELIEF AT CORDEND CONNECTOR.CORD REEL BASIS OF DESIGN: HUBBELL #HBL45123C20.CORD END CONNECTOR BASIS OF DESIGN: HUBBELL #HBL5369C.PROVIDE 18" CORD "WHIP" WITH #HBL5369C CONNECTOR AND#HBL53CM66C PLUG AT VEHICLE CONNECTION. CONFIRM EXACTLOCATION AND FINAL STOP HEIGHT WITH OWNER AND ARCHITECTPRIOR TO ROUGH-IN.29.INSTALL ALL RECEPTACLES, J-BOXES, SWITCHES, DOOR CONTROLSAND MISCELLANEOUS ELECTRICAL DEVICES AT 48" A.F.F. TO TOP OFBOX UNLESS NOTED OTHERWISE.30.ALL CONDUIT WITHIN VEHICLE BAYS TO BE CONCEALED BELOW18'-0" A.F.F. WITHIN WALLS OR UNDER SLAB.31.ALL ELECTRICAL FEEDERS AND CONDUITS TRAVERSING THEVEHICLE BAYS AND SUPPORT SPACES SHALL BE UNDER SLABUNLESS NOTED OTHERWISE. THE ONLY CONDUIT ALLOWED IN OPENCEILING AREA IS BRANCH CIRCUIT CONDUIT FEEDING CEILINGDEVICES.32.ALL EQUIPMENT AND PIPING WITHIN VEHICLE BAYS AND SUPPORTSPACES TO BE PAINTED. REFER ARCHITECTURAL DRAWINGS FORCOLOR.33.PROVIDE (3) 3" CONDUIT WITH PULLSTRING UNDER SLAB FROMELECTRICAL ROOM 142 TO ELECTRICAL ROOM 120 FOR PANELBOARD FEEDER (2 PANEL / 1 SPARE). PROVIDE 24" x 6" x 6" PULLBOX IN ELECTRICAL ROOM 120.34.PROVIDE POWER AND DATA FOR LANDSCAPE IRRIGATIONCONTROLLER. COORDINATE AND CONFIRM MOUNTING HEIGHTSWITH CITY PARKS AND RECREATION DEPARTMENT PRIOR TOROUGH-IN.35.PROVIDE 2" x 4" J-BOX WITH STAINLESS STEEL FACEPLATE AND 1"CONDUIT TO DOOR OPERATOR FOR DOOR ANTENNA. PROVIDEPATHWAY FOR TWO DOORS FOR EACH J-BOX. INSTALL FLUSH WITHVENEER. REFER TO ARCHITECTURAL DRAWINGS FOR EXACTLOCATION.36.PROVIDE 4" x 4" J-BOX MOUNTED IN STUD WALL WITH 3/4" CONDUITFROM J-BOX TO EXTERIOR FACE OF VENEER FOR LOW VOLTAGELED BUILDING SIGNAGE. LOCATION OF CONDUIT PENETRATION ATEXTERIOR FACE OF VENEER INSTALLED SO AS TO NOT BE SEENFROM THE FRONT OF THE BUILDING, COORDINATE AS REQUIRED.SURFACE MOUNT TRANSFORMERS ON WALL ABOVE CEILING IN DAYROOM 103. CONTROL VIA PHOTOCELL AND TIMECLOCK WITHEXTERIOR LIGHTING.37.PROVIDE WEATHERPROOF GFCI FLUSH MOUNT RECEPTACLE WITHCOVER IN SOFFIT. TYPICAL AT ALL LOCATIONS. PROVIDE (2)SWITCHES IN WATCH 104 TO SWITCH RECEPTACLES, RECEPTACLESON LIVING SIDE AND RECEPTACLES ON BAY/SUPPRT SIDE SHALL BEON SEPARATE SWITCHES (SWa AND SWb).38.VEHICLE BAY DOORS MASTER CONTROL STATION WITH FLUSHMOUNT STAINLESS STEEL FACEPLATE. PROVIDE CUSTOM BACK BOXAS REQUIRED TO HOUSE CONTROLS FOR A FULLY RECESSEDINSTALLED IN WALL. REFER ARCHITECTURAL DRAWINGS FORCONTROL STATION SIZE AND EXACT LOCATION ANF MOUNTINGHEIGHT. CONFIRM DOOR SEQUENCING WITH OWNER PRIOR TOFABRICATION.39.PROVIDE J-BOX WITH 3/4" CONDUIT TO FOUR-FOLD DOOR CONTROLSTATION FOR ELECTRIC EYE SENSOR. ELECTRIC EYE SENSOR TOBE FLUSH MOUNTED WITH EXTERIOR VENEER; INSTALL J-BOXACCORDINGLY. COORDINATE HEIGHT WITH DOOR MANUFACTURERAND ENGINE BUMPER HEIGHT.40.PROVIDE J-BOX WITH 3/4" CONDUIT TO FOUR-FOLD DOOR CONTROLSTATION FOR INTERIOR PRESENCE SENSOR. COORDINATE HEIGHTWITH DOOR MANUFACTURER.41.PROVIDE 3/4" CONDUIT FROM MOTOR TO FOUR-FOLD DOORCONTROL STATION.42.FOUR-FOLD DOOR DISCONNECTS MOUNTED AT 18'-0" A.F.F.COORDINATE LOCATION WITH DOOR MANUFACTURER.43.PROVIDE J-BOX WITH 3/4" CONDUIT TO OVERHEAD SECTIONALDOOR CONTROL STATION FOR ELECTRIC EYE SENSOR.COORDINATE HEIGHT WITH DOOR MANUFACTURER AND ENGINEBUMPER HEIGHT.44.PROVIDE 3/4" CONDUIT FROM MOTOR TO OVERHEAD SECTIONALDOOR CONTROL STATION.45.PROVIDE POWER FOR ROLLING SECURITY GRILLE. PROVIDE 3/4"CONDUIT FROM MOTOR TO CONTROL STATION ON WALL FORCONTROL WIRING.46.OVERHEAD SECTIONAL DOOR DISCONNECTS MOUNTED BELOWMOTOR. MOUNT AS HIGH AS POSSIBLE ON WALL BELOW MOTORWHILE STILL MAINTAINING REQUIRED ACCESS AND CLEARANCESFOR BOTH DISCONNECT AND MOTOR.47.ROLLING SECURITY GRILLE DISCONNECT MOUNTED AT HEIGHTADJACENT TO OVERHEAD SECTIONAL DOOR DISCONNECT.48.PROVIDE GFCI BREAKER.49.POWER FOR FIRE ALARM PANEL (FACP), REFER TO DRAWING E5.1.50.PLACE A 2'X6" COPPER GROUND BAR ABOVE CEILING AND CONNECTTO GROUND BAR IN I.T. ROOM 115. COORDINATE EXACT LOCATIONWITH I.T. DEPARTMENT.51.LOCATION OF GENERATOR ANNUNCIATION PANEL. COORDINATEEXACT LOCATION WITH OWNER/ARCHITECT.353541423940393939404238434344434646434738J+192"JJJJJJJJJJJ+192"LA-8/10/12LA-2/4/6LA-14/16/18LA-20/22/24LA-26/28/30414445FIRST FLOOR PLAN - POWER01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E3.1FIRST FLOOR PLAN -POWERVEHICLE BAY - DOOR POWER02SCALE: 1/8"=1'-0" 234561789101112131415161718192021234LA-61/63/65LA-67/69LA-55/57/596EF-3KH-1CU-1CU-2CU-3CU-4CU-5CU-6CU-IT-1RH-1FFB-1FFB-2UH-3UH-2UH-1FFB-3EF-1AHU-6AHU-5AHU-3FCU-IT-1AHU-2AHU-4AHU-1EF-2LM-18/20LM-22/24LM-26/28LM-10/12LM-14/16LM-2/4LM-6/8LM-7LM-21LM-9LM-11LM-57LM-3LM-1E4.102LA-40/42LA-36ON LA-32LA-44/46ON LA-32EF-38LA-48ON LA-34ON LA-34L-1L-2ON LA-50ON LA-50KSF-1LM-19881.REFER TO THE "POWER TO MECHANICAL EQUIPMENT" SCHEDULEON DRAWING E0.1 FOR BRANCH CIRCUIT REQUIREMENTS OFMECHANICAL EQUIPMENT. VERIFY VOLTAGE, PHASE, MCA ANDMOCP OF EQUIPMENT SUBMITTALS WITH THIS SCHEDULE.2.COORDINATE THE PROVISION OF DISCONNECT SWITCHES ANDMOTOR STARTERS WITH MECHANICAL CONTRACTOR.3.WHERE EQUIPMENT IS SCHEDULED BUT NOT SHOWN ON THESEDRAWINGS, REFER TO THE MECHANICAL DRAWINGS FOR LOCATION.4.COORDINATE WITH MECHANICAL, PLUMBING AND FIRE PROTECTIONTRADES AND IDENTIFY ALL MISCELLANEOUS MECHANICALEQUIPMENT REQUIRING POWER. PROVIDE CONDUIT, WIRE,DISCONNECT SWITCH, OVERCURRENT AND SHORT CIRCUITPROTECTION FOR ALL EQUIPMENT, WHETHER SHOWN OR NOT,INCLUDING MOTORIZED DAMPERS, ELECTRIC HEAT TRACE, POWERFOR ENERGY MANAGEMENT SYSTEM,WATER SOFTENINGEQUIPMENT, WATER TREATMENT SYSTEMS, AIR DRYERS, ELECTRICFLUSH VALVES, ELECTRIC TRAP PRIMERS, WATER CIRCULATIONPUMPS, AND ANY OTHER MISCELLANEOUS EQUIPMENT.1.POWER FOR (2) RECIRCULATION PUMPS RP-1 AND RP-2.2.POWER FOR SCBA COMPRESSOR AND FILL STATION.3.POWER FOR EXTRACTOR/WASHER.4.POWER FOR AIR COMPRESSOR (5HP).5.POWER FOR GAS WATER HEATER.6.VEHICLE EXHAUST REMOVAL SYSTEM CONTROL PANEL. PROVIDECONDUIT BETWEEN CONTROL PANEL AND FAN. COORDINATE WITHVENDOR/CONTRACTOR.7.FCU-IT-1 IS FED FROM CU-IT-1. PROVIDE CONDUIT BETWEENDEVICES.8.PROVIDE UNI-STRUT MOUNT FOR ALL CONDENSING UNITDISCONNECTS ADJACENT TO UNITS. UNI-STRUT AND DISCONNECTTO BE INSTALLED AT A HEIGHT SO AS NOT TO BE SEEN ABOVESCREENING. GENERAL NOTESNOTES BY SYMBOL " "1LA-71LA-735WH-1RP-1RP-2+72"+72"FIRST FLOOR PLAN - POWER TO MECHANICAL01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E4.1FIRST FLOOR PLAN -POWER TO MECHANICALENLARGED PLAN - WH 11902SCALE: 1/4"=1'-0" 12WPGFCIKEF-1LM-13/15/17LB-721.REFER TO THE "POWER TO MECHANICAL EQUIPMENT" SCHEDULEON DRAWING E0.1 FOR BRANCH CIRCUIT REQUIREMENTS OFMECHANICAL EQUIPMENT. VERIFY VOLTAGE, PHASE, MCA ANDMOCP OF EQUIPMENT SUBMITTALS WITH THIS SCHEDULE.2.COORDINATE THE PROVISION OF DISCONNECT SWITCHES ANDMOTOR STARTERS WITH MECHANICAL CONTRACTOR.3.WHERE EQUIPMENT IS SCHEDULED BUT NOT SHOWN ON THESEDRAWINGS, REFER TO THE MECHANICAL DRAWINGS FOR LOCATION.4.COORDINATE WITH MECHANICAL, PLUMBING AND FIRE PROTECTIONTRADES AND IDENTIFY ALL MISCELLANEOUS MECHANICALEQUIPMENT REQUIRING POWER. PROVIDE CONDUIT, WIRE,DISCONNECT SWITCH, OVERCURRENT AND SHORT CIRCUITPROTECTION FOR ALL EQUIPMENT, WHETHER SHOWN OR NOT,INCLUDING MOTORIZED DAMPERS, ELECTRIC HEAT TRACE, POWERFOR ENERGY MANAGEMENT SYSTEM,WATER SOFTENINGEQUIPMENT, WATER TREATMENT SYSTEMS, AIR DRYERS, ELECTRICFLUSH VALVES, ELECTRIC TRAP PRIMERS, WATER CIRCULATIONPUMPS, AND ANY OTHER MISCELLANEOUS EQUIPMENT.1.PROVIDE 2" PVC WEATHERHEAD WITH 2" PVC CONDUIT WITH 12"SWEEPS BACK TO WATCH ROOM 104 ABOVE CEILING. PROVIDE ACONDUIT GROUNDING CLAMP WITH (2) BUSHINGS AT BASE OFWEATHERHEAD. PROVIDE (1) #8 BARE COPPER FROM GROUNDINGCLAMP BACK TO MAIN GROUNDING BUS. EXTEND CONDUIT 24"ABOVE ROOF PENETRATION POINT AND SECURE TO ROOFSTRUCTURE BELOW AS REQUIRED FOR STABILITY. COORDINATEEXACT ROOF PENETRATION POINT WITH OWNER PRIOR TOINSTALLATION.2.PROVIDE UNI-STRUT MOUNT FOR DISCONNECTS AND RECEPTACLEON THE ROOF. COORDINATE HEIGHT OF DISCONNECT RACK WITHARCHITECT SO NOT TO BE SEEN FROM THE FRONT OF THEBUILDING. GENERAL NOTESNOTES BY SYMBOL " "ROOF PLAN - POWER TO MECHANICAL01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E4.2ROOF PLAN -POWER TO MECHANICAL 23456178910111213141516171819202126466425545447514438JWPLJWI-FICRJLFACPLJWI-FILLJWI-FILLLLLJWI-FILICLHSJCRJJLJCRLFSSSSSSJWPJWI-FIHHHLLLLFLICJJWI-FILFCRCRJFAAPJWI-FILLFCRLICCRON LB-30ON LB-30ON LB-30ON LB-30ON LB-30ON LB-30ON LB-30GENERAL NOTESNOTES BY SYMBOL " "1.PREPARE MULLION FOR FUTURE USE AS REQUIRED.2.PROVIDE 4" X 4" WEATHERPROOF J-BOX FOR SECURITY CAMERA.REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT ONWALL. COORDINATE AND CONFIRM EXACT LOCATION WITH I.T.DEPARTMENT PRIOR TO ROUGH-IN.3.CEILING MOUNTED SECURITY CAMERA BY OTHERS. REFER TOARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT ON WALL.COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN.4. PROVIDE 120V, 1-PHASE POWER FOR DOOR HARDWARE.5.PROVIDE 4" X 4" J-BOX ABOVE CEILING SECURED TO ROOF STRUCTURE FOR WI-FI ACCESS POINT. COORDINATE AND CONFIRM EXACT LOCATION WITH I.T. DEPARTMENT PRIOR TOROUGH-IN.6.PROVIDE 4" X 4" J-BOX AT UNDERSIDE OF ROOF STRUCTURE FORWI-FI ACCESS POINT. COORDINATE AND CONFIRM EXACT LOCATIONWITH I.T. DEPARTMENT PRIOR TO ROUGH-IN.7.PREPARE FOR FUTURE USE AS REQUIRED.8.NO WATER LINES, INCLUDING FIRE SPRINKLER TO RUN ACROSS I.T.ROOM 115 ABOVE. FOR FIRE PROTECTION, PROVIDE SIDE WALLSPRINKLER HEADS ONLY. NO CEILING MOUNT SPRINKLER HEADSALLOWED. COORDINATE AS REQUIRED WITH PLUMBING AND FIRESPRINKLER CONTRACTORS.1.VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTSOF ALL EQUIPMENT WITH MANUFACTURER'SRECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT.2.CONTRACTOR SHALL PROVIDE A SEPARATE NEUTRALCONDUCTOR FOR EACH BRANCH CIRCUIT.3.REFER TO ALL VENDOR DRAWINGS FOR EXACT JUNCTION BOXREQUIREMENTS AND MOUNTING HEIGHTS.4. ALL WIRING WITHIN VEHICLE BAYS AND SUPPORT SPACES TOBE RUN IN CONDUIT. NO EXPOSED WIRING ALLOWED.5.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALLELECTRICAL DEVICES, WIRING, CONDUIT, ETC. FOR ACOMPLETE INSTALLATION. THIS INCLUDES ALLINFRASTRUCTURE FOR LOW VOLTAGE DEVICES INCLUDINGJUNCTION BOXES, CONDUIT WITH PULL-STRINGS, ETC. FIRST FLOOR PLAN - A/V, SECURITY AND FIRE DETECTION & ANNUNCIATION01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E5.1FIRST FLOOR PLAN -A/V, SECURITY ANDFIRE DETECTION &ANNUNCIATION 2345617891011121314151617181920211TYP1TYP1TYP2TYP3TYP65S+192SSJGSSS+192JVC+48+192SJVC+48S+192JGSSSSJGSSJVCJGSSSSSJGSSJGSSSJGSSJRR2SJRR2JRR2JRR2JRR2JRR2JRR2+144SJVCSSSSSSSSSSSSSSSATXEXPAMPUPSUPSSSSSPBSTR+80PBPB5JGSSJGSSSSJGSSGSSGSSSTR+80GENERAL NOTESNOTES BY SYMBOL " "1.PROVIDE BACK BOX WITH (1) 1" CONDUIT AND PULLSTRING TOABOVE ACCESSIBLE CEILING FOR FIRE FIGHTER ALERTING SYSTEMSPEAKER. IN AREA WITHOUT A CEILING, PROVIDE UNDER SLABPATHWAY IN CONDUIT TO ABOVE CEILING AT WATCH ROOM 104. INWALL MOUNT CONDITIONS, REFER ARCHITECTURAL DRAWINGS ANDCONFIRM MOUNTING HEIGHTS WITH OWNER AND ARCHITECT PRIORTO ROUGH-IN. COORDINATE ROUGH-IN REQUIREMENTS WITH USDIGITAL DESIGNS INSTALLATION AND WIRING DIAGRAMS.2.PROVIDE J-BOX WITH (1) 1" CONDUIT AND PULLSTRING TO ABOVEACCESSIBLE CEILING FOR FIRE FIGHTER ALERTING SYSTEMSPEAKER VOLUME CONTROL. IN AREAS WITHOUT A CEILING,PROVIDE UNDER SLAB PATHWAY IN CONDUIT TO ABOVE CEILING ATWATCH ROOM 104. COORDINATE ROUGH-IN REQUIREMENTS WITHUS DIGITAL DESIGNS INSTALLATION AND WIRING DIAGRAMS.3. PROVIDE BACK BOX WITH (1) 1" CONDUIT AND PULLSTRING TOABOVE ACCESSIBLE CEILING FOR FIRE FIGHTER ALERTING SYSTEMROOM REMOTE. REFER ARCHITECTURAL DRAWINGS FORMOUNTING HEIGHTS AND CONFIRM WITH OWNER AND ARCHITECTPRIOR TO ROUGH-IN. COORDINATE ROUGH-IN REQUIREMENTS WITHUS DIGITAL DESIGNS INSTALLATION AND WIRING DIAGRAMS.4.PROVIDE BACK BOX WITH (1) 1" CONDUIT AND PULLSTRING TOABOVE ACCESSIBLE CEILING FOR FIRE FIGHTER ALERTING SYSTEMMESSAGE SIGN. IN AREAS WITHOUT A CEILING, PROVIDE UNDERSLAB PATHWAY IN CONDUIT TO ABOVE CEILING AT WATCH ROOM104. REFER ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTSAND CONFIRM WITH OWNER AND ARCHITECT PRIOR TO ROUGH-IN.COORDINATE ROUGH-IN REQUIREMENTS WITH US DIGITAL DESIGNSINSTALLATION AND WIRING DIAGRAMS.5.PROVIDE BACK BOX AS REQUIRED FOR FIRE FIGHTER ALERTINGSYSTEM MESSAGE SIGN. BACK BOX LOCATION DEPENDENT ONCEILING OR WALL MOUNT INSTALLATION. CONFIRM ANDCOORDINATE CEILING OR WALL MOUNT INSTALLATION ANDARTICULATING ARM MOUNTING REQUIREMENTS WITH US DIGITALDESIGN AND OWNER PRIOR TO ROUGH-IN.6.PROVIDE (1) 3" CONDUIT FROM FIRE FIGHTER ALERTING SYSTEMSTATION CONTROLLER TO ABOVE ACCESSIBLE CEILING AT WATCHROOM 104. REFER ARCHITECTURAL DRAWINGS FOR STATIONCONTROLLER INSTALLATION HEIGHT. REFER TO DRAWING E3.1 FORPOWER TO THESE DEVICES.7. PROVIDE BACK BOX WITH (1) 1" CONDUIT AND PULLSTRING TOABOVE ACCESSIBLE CEILING FOR FIRE FIGHTERS ALERTINGSYSTEM PUSH-BUTTON/DOORBELL. COORDINATE ROUGH-INREQUIREMENTS WITH US DIGITAL DESIGNS INSTALLATION ANDWIRING DIAGRAMS.8.PROVIDE BACK BOX WITH (1) 1" CONDUIT AND PULLSTRING TOABOVE ACCESSIBLE CEILING FOR FIRE FIGHTERS ALERTINGSYSTEM STROBE LIGHT. IN SHOP 139, PROVIDE UNDER SLABPATHWAY IN CONDUIT TO ABOVE CEILING AT WATCH ROOM 104.COORDINATE ROUGH-IN REQUIREMENTS WITH US DIGITAL DESIGNSINSTALLATION AND WIRING DIAGRAMS.1.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALLFIRE FIGHTER ALERTING SYSTEM BACK BOXES AND CONDUIT.COORDINATE BACK BOX STYLE FOR EACH TYPE OF DEVICEWITH OWNER'S VENDOR. DEVICES, WIRING, AND INSTALLATIONBY OWNER'S VENDOR.2.REFER ARCHITECTURAL DRAWINGS FOR INSTALLATIONHEIGHTS FOR WALL MOUNTED DEVICES. CONFIRM ALLHEIGHTS WITH OWNER, ARCHITECT AND US DIGITAL DESIGNSPRIOR TO ROUGH-IN. SG2 LED SPEAKER FLUSH MOUNT (KEY NOTE 1)SSPEAKER, FLUSH MOUNT (KEY NOTE 1)SWEATHER-PROOF SPEAKER, WALL MOUNT (KEY NOTE 1)VCVOLUME CONTROL (KEY NOTE 2)G2 ROOM REMOTE 2 (KEY NOTE 3)G2 MESSAGE SIGN (KEY NOTE 4 / KEY NOTE 5 AT SPECIFIC LOCATION)G2 STATION CONTROLLER (KEY NOTE 6)G2 EXPANSION MODULEOEM AMPLIFIERG2 UN-INTERRUPTIBLE POWER SUPPLYRR2GSSATXEXPAMPUPSPUSH BUTTON (KEY NOTE 7)STROBE LIGHT (KEY NOTE 8)G2 OMNIALERT STROBE SPEAKER (KEY NOTE 1)PBSTRSUS DIGITAL DESIGN LEGENDFIRST FLOOR PLAN - ALERTING01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E5.2FIRST FLOOR PLAN -ALERTING MAIN PANEL LAISOLATED GROUNDSTRUCTURAL STEELGROUND RODS E R I E S C O P P E R C A B L E L U G T H O M A S A N D B E T T S # 3 1 0 0 0 S E E G R O U N D I N G R I S E R D I A G R A M G R O U N D C O N D U C T O RWI T H 3 / 8 " H O L E S @ 3 " O . C . 1 / 4 " x 1 " x 4 ' C O P P E R B A R C O N D U I T W I T H G R O U N D I N G B U S H I N G E A C H E N D 7 2 0 0 V O L T I N S U L A T O R S B O L T I N T O W A L L S T A N D O F F S T R A P S , 2 " W x 1 / 4 " G A L V A N I Z E D S T E E L3/0 CU1/0 CU1/0 CUDOMESTICWATER PIPE15 AWGCOPPERLIGHTNING PROTECTIONGROUND LOOPSERVICE ENTRANCE GROUNDBAR IN ELECTRIC ROOMELECTRICAL SYSTEMGROUNDTELEPHONE/DATA SYSTEMGROUND BUS BAR - INTELEPHONE/DATA ROOM 127NOTE: DO NOT COMBINE GROUNDINGSYSTEM CONDUCTORS PRIOR TOMAIN GROUND BUS BARAPPLICATION:PIPINGELECTRICAL WALL BOXCONDUITELECTRICAL IN BLOCK WALLSFLOORCONDUIT CAPPULL STRING WITH LABEL2'-0" RADIUS FACTORY RIGID GAL.CONDUIT ELBOW WITHCORROSION PROTECTIVE TAPE(HALF LAPPED).PVC CONDUIT1" MIN.4" A.F.F.WATER METERCONDUCTORREF. PLANBUILDING REF. PLUMBINGGROUNDING ELECTRODEWATER SERVICE TOBURNDY TYPE "GD"GROUND CONNECTORGROUNDING ELECTRODEPLUMBINGWATER PIPE REF.GROUND CONNECTORBURNDY TYPE "GAR"CADDY NO. 520SUSPENSION BAROR EQUALTEE BARLEDFINISH FLOORRECEPTACLEVERIFY HEIGHT WITHMANUFACTURESPECIFICATIONSPHENOLIC NAMEPLATE WITH 1/4"LETTERS INSCRIBED AS INDICATED.PROVIDE WHITE LABELS WITH BLACKLETTERS FOR NORMAL SYSTEM PANELSAND RED LABELS WITH WHITE LETTERSFOR ESSENTIAL SYSTEM PANELS.PANEL VOLTAGEAND PHASECIRCUIT THAT PANELIS FED FROMPANEL NAMEPANEL 'LA'208/120V/3ØMDP-XTYPICAL FOR ALL PANELBOARDSISC = XX,XXX AMPSR.M.S. SYM.(DATE)MAXIMUM FAULT CURRENT& DATE CALCULATEDTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E6.1DETAILS - ELECTRICAL P6208/120V, 3Ø, 4WFED FROM MDP-XCIRCUIT LX-XX208V, 3ØA/C # A105PANLEBOARD LABEL (TYPICAL)DISCONNECT SWITCH LABEL (TYPICAL)1.ATTACH SECURELY WITH NON-CORRODING STAINLESS STEEL SCREWS, NON-CORRODING POP RIVETSARE ACCEPTABLE, ADHESIVE ATTACHMENT IS NOT ACCEPTABLE.2.LABEL ALL PANELBOARDS, SWITCHBOARDS, SAFETY SWITCHES, AND MOTOR CONTROL CENTERS AS REQUIRED, REFERENCE SPECIFICATION, AND NEC 110.24.NOTES:ISC = XX,XXX AMPSR.M.S. SYM. (DATE)RATED INTERRUPTINGRATING OF EQUIPMENT XX K.A.I.C.MAXIMUM FAULT CURRENT& DATE CALCULATED10. THE TRENCH BED SHALL BE SMOOTH AND12. PROVIDE #4 REINFORCING BAR AT EACH CORNER. PLUGGED AT BOTH ENDS AND CONTAIN A PULL11. AFTER CLEANING, ALL CONDUITS SHALL BE THE BOTTOM ROW OF SPACERS. PROPERLY GRADED FOR THE PLACEMENT OF WIRE. CONCRETE ENVELOPE. BEFORE AND DURING POURING OF THE SHALL BE REMOVED FROM THE TRENCHES9. ALL LOOSE DIRT AND EXTRANEOUS MATERIAL PLANE SHALL BE A MINIMUM OF 2 INCHES. CONDUITS IN THE VERTICAL AND HORIZONTAL TRENCH AND THE SEPARATION BETWEEN SIT 3 INCHES ABOVE THE FLOOR OF THE FEET. THE BOTTOM ROW OF SPACERS SHALL VERTICAL-LOOK SPACERS PLACED EVERY 5 BE USED TO CONSTRUCT THE DUCTBANK WITH8. BUILT-UP METHOD OF CONSTRUCTION SHALL AND BENDS SHALL MEET THE MANUFACTURER'S7. NO FLEXIBLE TYPE DUCT SHALL BE ALLOWED USING A 2 DEGREE TAPERING TOOL.6. ALL NON-FACTORY JOINTS SHALL BE MADE OF ELECTRIC DUCTBANK.5. #4/0 BARE COPPER GROUND WIRE AT BOTTOM REQUIREMENTS. PENETRATION.4. END BELLS ARE REQUIRED AT MANHOLE RED DYE PER CUBIC YARD. WITH 1/2 " MAXIMUM AGGREGATE AND 8 LBS. OF3. CONCRETE SHALL BE 3000 PSI 5 SACK MIX2. USE 4" SCHEDULE 40 PVC DUCT. AND SHALL BE MADE WATERTIGHT.1. DUCTBANK PENETRATION SHALL BE SAW-CUTDUCT BANK NOTES6-DUCT4-DUCTGROUND#4/0BARE3"3"EE3"EE3"3"E3"3"E3"3"3"MAXIMUM OF FOUR FIXTURESAND FOUR 6'-0" FLEXCONDUITS WIRED TO EACHJ-BOX. SUSPEND ORATTACH TO STRUCTUREAS REQUIRED.FLEX CONDUITWHIPS-MAX. 6'-0"TO FIXTURE4S J-BOXLAY-IN GRIDFIRE BOX BY GENERALCONTRACTOR (TO COVERFIXTURES) WHEREREQUIRED BY CODEHANGING WIRES(TYPICAL)FIXTURE ASSCHEDULEDAS SPECIFIEDLIGHTING BOLLARDWITH FIXTURE.MINIMUM 3/4"X24"X2"ANCHOR BOLTS, FURN.CONDUCTOR TO GROUNDLUG ON FIXTURE BASECONNECT #10 GND.PAVINGTIES AT 6" O.C.18" DIAMETER X 24" DEEPCONCRETE FOOTING WITH 4#8 VERTICAL AND #42500 P.S.I CONCRETEACCESS DOOR30"18" DIA.DRAWINGSAS REQUIRED REF. SITECONDUIT AND CONDUCTORS FEEDER CONDUITLOCKNUT (NOT SHOWN)EQUIPMENT GROUNDINGCONDUCTOR INSTALLEDWITH FEEDERGROUNDING BUSHINGINSULATED THROATCABINETGROUND BUS BONDED TOPANELBOARD EQUIPMENTBONDING JUMPER - SAME SIZE ASEQUIPMENT GROUNDING CONDUCTORELEVATOR PIT LIGHTFIXTURE. MOUNT AT7'-0" TO CENTER OF LIGHT.TOP OFCOUNTERBACKSPLASH6"48" 48" 16"RECEPTACLETELE/DATA JACKFIRE ALARM PULLSTATIONLIGHT SWITCH OR DIMMERALIGN WHEN MOUNTEDON SAME WALLFIRE ALARM HORN OR STROBELIGHT, PAINT TO MATCH WALL.80 INCHES (TO BOTTOM OF DEVICE)12" UNLESS CEILING ISHIGHER THAN 12'-0",THEN 24" ABOVE DOOR.RECEPTACLEWALL MOUNTEDTELEPHONETexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019E6.2DETAILS - ELECTRICAL 2345617891011121314151617181920216" SD1INVERTELEVATION =3'-0" B.F.F.6" SD1INVERTELEVATION =3'-0" B.F.F.6" SD1INVERT ELEVATION =3'-0" B.F.F.6" SD1INVERTELEVATION =3'-0" B.F.F.6" SD1INVERTELEVATION =3'-0" B.F.F.INVERTELEVATION =4'-6" B.F.F.SAND/OIL INTERCEPTORCOORDINATE FINALLOCATION WITH ARCHITECT &CIVIL PRIOR TO ORDERING &INSTALLATION, SEE 01/P4.2.4" UP TOTRENCH DRAIN4" S/O4" UP TOTRENCH DRAIN4" S/OGCO4" S/O2233" S.24" S.24" S.GCO54" S.1INVERT ELEVATION =3'-0" B.F.F.6" SD1INVERT ELEVATION =3'-0" B.F.F.6" SD1INVERT ELEVATION =3'-0" B.F.F.6" SD1INVERT ELEVATION =3'-0" B.F.F.6" SD6" SD1INVERT ELEVATION =3'-0" B.F.F.6" SD1INVERT ELEVATION =3'-0" B.F.F.INVERT ELEVATION =5'-0" B.F.F.16" SD1INVERTELEVATION =3'-0" B.F.F.4"91212912712512124" S.8DCOSAMPLE WELL14"DCO4"4"2WCO10111212134"4"3"121224"WCO1213DCODCOSAMPLE WELL4" GW82" UG2" UP1414WCO121310WCO4"122WCO11104134"413122114"9GCO21242123123"1221112410DCODCODCO4" S/093" V1GREASE INTERCEPTOR.COORDINATE FINAL LOCATIONWITH ARCHITECT & CIVIL PRIORTO ORDERING AND INSTALLATION.SEE 10/P4.1.2" UPINVERTELEVATION =5'-0" B.F.F.12151515151515151515151515INVERTELEVATION =3'-0" B.F.F.INVERT ELEVATION =3'-6" B.F.F.INVERT ELEVATION =3'-0" B.F.F.4" S.2" UG2" UG1212616WCO2" UG2" UG2" UGGCO4" S.121217173"1.REFER TO MP0.0 FOR GENERAL PLUMBING NOTES, ABBREVIATIONS,AND SYMBOLS. REFER TO SPECIFICATIONS FOR ADDITIONALPROJECT REQUIREMENTS.2.REFER TO DIVISION 21, 22 BOOK SPECIFICATIONS FOR HVAC /PLUMBING SPECIFICATIONS.3.COORDINATE ALL PIPING AND FIXTURES WITH ALL OTHER TRADESBEFORE WORK BEGIN.4.ELECTRONIC TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOORDRAINS AND FLOOR SINKS UNLESS NOTED OTHERWISE ONDRAWINGS. MAKE PROVISIONS FOR LINES DURING THE UNDERFLOOR CONSTRUCTION.5.ALL SANITARY PIPING 3" AND GREATER SHALL BE SLOPED AT 1/8"PER FOOT WITH SANITARY PIPE 2-1/2" AND SMALLER SLOPED AT 1/4"PER FOOT. PROVIDE 1/4" LF SLOPE FOR GREASY WASTE PIPING.6.ALL PLUMBING ELECTRICAL DEVICES REQUIRING POWER SHALL BECOORDINATED BY THE CONTRACTOR.7.PATCH FLOORS, WALLS, CEILINGS, ETC. TO MATCH EXISTINGCONDITIONS WHERE CUTTING IS REQUIRED.8.VERIFY ALL INVERTS AND FIELD COORDINATE WITH CIVIL BEFOREANY WORK IS TO BEGIN.9.INVERTS 5' OUTSIDE BUILDING ARE BASED ON A FINISHED FLOORELEVATION OF 100.0' AND STARTING THE SANITARY SEWER 18"BELOW SLAB. BOTTOM OF PIPE OR INVERT DIMENSIONS SHALL BESHOWN ON THE PLUMBING SHOP DRAWINGS.10.ALL UNDERFLOOR PIPING TO BE SUSPENDED, REFER TO DETAIL03/P4.2GENERAL NOTESNOTES BY SYMBOL " " 1.REFER TO CIVIL DRAWINGS FOR CONTINUATION.2.3" SANITARY SEWER UP TO FLOOR DRAIN.3.3" SANITARY SEWER UP TO MOP SINK.4.2" SANITARY SEWER UP TO SHOWER.5.3" SANITARY SEWER UP TO FLOOR SINK. (FS-1)6.PROVIDE ISLAND VENTING, REFER TO 12/P4.1 FOR MOREINFORMATION.7.4" SANITARY SEWER UP TO FLOOR SINK (FS-2).8.3" VENT UP IN WALL.9.4" SEWER UP TO GCO.10.SEWER UP TO WCO.11.1-1/2" VENT UP IN WALL.12.2" VENT UP IN WALL.13.4" SEWER UP TO WC-1/1H.14.2" SEWER UP.15.PROVIDE CAST IRON DOWNSPOUT BOOT WITH CLEANOUT AND NEOPRENE GASKET BY J.R. HOE & SONS IN SERIES, STYLE ANDLENGTH COMPATIBLE WITH FIELD CONDITIONS. REFER TOARCHITECTURAL DRAWINGS. TYPICAL ALL LOCATIONS.16.ROUTE VENT IN PONY WALL HORIZONTALLY TO ADJACENT WALLAND UP IN WALL17.FOUNDATION PIERS EXTENDS OUTSIDE FACE OF GRADE BEAMFOUNDATION. COORDINATE AND MODIFY SUBGRADE DOWNSPOUTCONNECTION AND STUB OUT AS REQUIRED TO AVOID CONFLICTSWITH PIERS.UNDERFLOOR PLAN - WASTE AND VENT01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P2.0UNDERFLOOR PLAN -WASTE AND VENT 234561789101112131415161718192021FD-1FD-1FD-1FD-13" VTRS-2MS-1FS-2TD-1TD-1FD-12"1-1/2"2" VTRL-2HWC-1HS-3S-13" VTR3" VTR2"3"3"2"FD-1FD-1FD-1FD-1L-1HL-1L-1WC-1HWC-1WC-1SH-1HSH-1SH-1MS-12"1-1/2"2"2"2"2-1/2"3" VTRL-1HSH-1HWC-1H2"2"2"FD-1FD-1WMB-1WMB-1SS-1EWC-1HSAND/OIL INTERCEPTORCOORDINATE FINALLOCATION WITH ARCHITECT &CIVIL PRIOR TO ORDERING &INSTALLATION, SEE DETAIL.SAMPLE WELLSAMPLE WELLGREASE INTERCEPTOR.COORDINATE FINALLOCATION WITHARCHITECT & CIVILPRIORTO ORDERING ANDINSTALLATION.SEE DETAIL.3" VTRFS-11121222222222224211432222211222222222"3"2"2" VTRFD-122"1.REFER TO MP0.0 FOR GENERAL PLUMBING NOTES, ABBREVIATIONS,AND SYMBOLS.2.REFER TO DIVISION 21, 22 BOOK SPECIFICATIONS FOR HVAC /PLUMBING SPECIFICATIONS.3.COORDINATE ALL PIPING AND FIXTURES WITH ALL OTHER TRADESBEFORE WORK BEGIN.4.ALL PIPING IS CONCEALED UNLESS NOTED OTHERWISE.5.THERE SHALL BE NO PIPING ROUTED OVER ELECTRICAL/IT ROOMS.6.ELECTRONIC TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOORDRAINS AND FLOOR SINKS UNLESS NOTED OTHERWISE ONDRAWINGS.7.PROVIDE SHOCK ABSORBERS IN ACCORDANCE TO INDUSTRYSTANDARDS.8.ALL SANITARY PIPING 3" AND GREATER SHALL BE SLOPED AT 1/8"PER FOOT WITH SANITARY PIPE 2-1/2" AND SMALLER SLOPED AT 1/4"PER FOOT. PROVIDE 1/4" LF SLOPE FOR GREASY WASTE PIPING.9.ALL PLUMBING ELECTRICAL DEVICES REQUIRING POWER SHALL BECOORDINATED BY THE CONTRACTOR.10.REFER TO PLUMBING FIXTURE SCHEDULES FOR PIPE CONNECTIONSIZES.11.PROVIDE 1/4 TURN BALL VALVES FOR ALL PLUMBING FIXTURES.GENERAL NOTES NOTES BY SYMBOL " "1.1-1/2" VENT LINE DOWN IN WALL.2.2" VENT LINE DOWN IN WALL.3.NO WATER LINES, INCLUDING FIRE SPRINKLER TO RUN ACROSS I.T.ROOM 115 ABOVE. FOR FIRE PROTECTION, PROVIDE SIDE WALLSPRINKLER HEADS ONLY. NO CEILING MOUNT SPRINKLER HEADSALLOWED. COORDINATE AS REQUIRED WITH PLUMBING AND FIRESPRINKLER CONTRACTOR.4.3" VENT LINE DOWN IN WALL.FIRST FLOOR PLAN - WASTE AND VENT01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P2.1FIRST FLOOR PLAN -WASTE AND VENT 234561789101112131415161718192021L-2HWC-1HS-3L-1HL-1L-1WC-1HWC-1WC-1SH-1HSH-1SH-1MS-1L-1HSH-1HWC-1HSS-1EWC-1HS-2MS-1HB-1IMB-1IMB-1IMB-1HB-1HB-1S-19728IMB-1105°105°105°105°140° 140°WMB-1WMB-14411IMB-1HB-3HB-22" CW B.G.HB-3HB-12"2"HR-112HR-1121010HB-1156"FP TMV-1WH-13RP-16RP-2131442" VERTICALRPZ3/4"2"2"2"2"2"2"2"2"1"3/4"HWR3/4" HWR3/4"3/4"1"1"1/2"1-1/2"1"1"3/4"3/4"3/4"3/4"1-1/2"1-1/4"1-1/4"1/2"1/2"1415151-1/2"1"3/4"3/4"3/4"44441617181.REFER TO MP0.0 FOR GENERAL PLUMBING NOTES, ABBREVIATIONS,AND SYMBOLS.2.REFER TO DIVISION 21, 22 BOOK SPECIFICATIONS FOR HVAC /PLUMBING SPECIFICATIONS.3.COORDINATE ALL PIPING AND FIXTURES WITH ALL OTHER TRADESBEFORE WORK BEGIN.4.ALL PIPING IS CONCEALED UNLESS NOTED OTHERWISE.5.THERE SHALL BE NO PIPING ROUTED OVER ELECTRICAL/IT ROOMS.6.ELECTRONIC TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOORDRAINS AND FLOOR SINKS UNLESS NOTED OTHERWISE ONDRAWINGS.7.PROVIDE SHOCK ABSORBERS IN ACCORDANCE TO INDUSTRYSTANDARDS.8.ALL SANITARY PIPING 3" AND GREATER SHALL BE SLOPED AT 1/8"PER FOOT WITH SANITARY PIPE 2-1/2" AND SMALLER SLOPED AT 1/4"PER FOOT.9.ALL PLUMBING ELECTRICAL DEVICES REQUIRING POWER SHALL BECOORDINATED BY THE CONTRACTOR.10.REFER TO PLUMBING FIXTURE SCHEDULES FOR PIPE CONNECTIONSIZES.11.PROVIDE 1/4 TURN BALL VALVES FOR ALL PLUMBING FIXTURES.12.FOR HANDICAPPED SHOWERS, INSTALL DIVERTER, VALVE, HANDHELD SHOWER HEAD, METAL HOSE AND SLIDE BAR ADJACENT TO BENCH WHILE SHOWER HEAD IS TO BE LOCATED ON THE OPPOSITE WALL OF THE BENCH. REFER TO ARCHITECTURAL DRAWINGS SPECIFIC LOCATIONS.13.PROVIDE 1-1/2" DOUBLE CHECK FOR HB-2 WATER SUPPLY SYSTEM. DOUBLE CHECK SHALL BE LOCATED IN ACCESSIBLE PLACE AND CONFIRMED BY AHJ PRIOR TO INSTALLATION.14.HOSE BIBS IN BAY AREAS SHALL SHARE A SEPARATE LINE FROM THE REST OF THE SYSTEM AND WILL HAVE A BACKFLOW PREVENTION DEVICE AT THE BRANCH.15.THE FOLLOWING WILL NEED BACKFLOW PREVENTION: COFFEE BREWER, ICE MACHINE AND EXTRACTOR.GENERAL NOTESNOTES BY SYMBOL " " 1.2" CW DOWN TO BELOW GRADE TO VERTICAL RPZ.2.1/2" CW AND 1/2" HW DOWN TO BELOW GRADE TO SERVE ISLANDSINK.3.WH-1 GAS WATER HEATER, REFER TO 14/P4.1 FOR MOREINFORMATION.4.OFFSET PIPING UP AND KEEP TIGHT TO STRUCTURAL ABOVE THEVEHICLE BAYS AND COORDINATE PIPE ROUTING WITH ARCHITECTPRIOR TO INSTALLATION.5.6" FIRE DOWN TO BELOW GRADE FROM VERTICAL FIRE RISER.6.TMV-1, THERMOSTATIC MIXING VALVE. REFER TO 15/P4.1.7.PROVIDE ISLAND VENTING FOR S-1. REFER 12/P4.1.8.ROUTE CW/HW/VENT LINES WITHIN CABINET AGAINST HALF WALLTO S-3 AND DISHWASHER.9.CONNECT DISHWASHER DRAIN LINE TO SINK TAIL PIECE.10.ALL COMPRESSED AIR PIPING, VERTICAL AND HORIZONTAL, TO BERUN WITHIN CMU WALL.11.PROVIDE A 3/4" CW SHUT-OFF VALVE DOWN TO ICE MAKER WITHRPZ AND WATER FILTRATION SYSTEM SECURED TO WALL INHORIZONTAL POSITION (SEE DETAILS). ROUTE DRAIN LINE FROMRPZ AND ICE MACHINE INDIRECTLY TO FS-1 WITH AIR GAP.12.HOSE REEL (HR-1). BOTTOM OF HOSE REEL MOUNTED AT 11'-0"A.F.F. BASIS OF DESIGN: REEL CRAFT #D82075-OLP WITH #600980WALL MOUNTED SPRING BRACKET. PROVIDE 75 FEET - 1/2" DIA.HOSE WITH HOSE BUMPER.13.NO WATER LINES TO RUN ACROSS I.T. ROOM 115 ABOVE.14.3/4" C/HW DOWN IN WALL TO MOP SINK (MS-1).15.REFER TO CIVIL FOR CONTINUATION.16.PROVIDE 1/2" CW WITH SHUT OFF VALVEDOWN TO ICE MAKER CONNECTION.17.PROVIDE 1/2" CW WITH SHUT OFF VALVE DOWNTO COFFEE MAKER CONNECTION. PROVIDE 10MICRON FILTER BELOW COUNTER AND DOUBLECHECK VALVE.18.2" H/CW DOWN TO WASHER EXTRACTOR.FIRST FLOOR PLAN - PRESSURE PIPE01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P3.1FIRST FLOOR PLAN -PRESSURE PIPE 2345617891011121314151617181920212-1/2" GGAS METER SET TO DELIVER1132 CFH AT 0.5 PSITDL=250'-0"1-1/4" GRH-1(150 CFH)1" G121GAS PIPINGVERTICALLY IN WALLGASPIPINGVERTICALLYIN WALL4OFFSET PIPING UP AND KEEP TIGHT TO STRUCTURE ABOVETHE VEHICLE BAYS AND COORDINATE PIPE ROUTING WITHARCHITECT PRIOR TO INSTALLATION635AHU-6(40 CFH)AHU-5(40 CFH)AHU-3(40 CFH)AHU-2(40 CFH)AHU-4(40 CFH)AHU-1(40 CFH)UH-3(55 CFH)UH-2(55 CFH)UH-1(55 CFH)GGGGGGGG G G G 3/4"3/4"1-1/4"2"2"2"1-1/2"1-1/4"3/4"2"2-1/2"1-1/4"1"1"3/4"2-1/2"2-1/2"1"2-1/2"1"1"1.REFER TO MP0.0 FOR GENERAL PLUMBING NOTES, ABBREVIATIONS,AND SYMBOLS.2.REFER TO DIVISION 21, 22 BOOK SPECIFICATIONS FOR HVAC /PLUMBING SPECIFICATIONS.3.COORDINATE ALL PIPING AND FIXTURES WITH ALL OTHER TRADESBEFORE WORK BEGIN.4.ALL PIPING IS CONCEALED UNLESS NOTED OTHERWISE.5.THERE SHALL BE NO PIPING ROUTED OVER ELECTRICAL/IT ROOMS.6.ELECTRONIC TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOORDRAINS AND FLOOR SINKS UNLESS NOTED OTHERWISE ONDRAWINGS.7.PROVIDE SHOCK ABSORBERS IN ACCORDANCE TO INDUSTRYSTANDARDS.8.ALL SANITARY PIPING 3" AND GREATER SHALL BE SLOPED AT 1/8"PER FOOT WITH SANITARY PIPE 2-1/2" AND SMALLER SLOPED AT 1/4"PER FOOT.9.ALL PLUMBING ELECTRICAL DEVICES REQUIRING POWER SHALL BECOORDINATED BY THE CONTRACTOR.10.REFER TO PLUMBING FIXTURE SCHEDULES FOR PIPE CONNECTIONSIZES.11.PROVIDE 1/4 TURN BALL VALVES FOR ALL PLUMBING FIXTURES.GENERAL NOTESNOTES BY SYMBOL " " 1.NORMALLY OPEN GAS SOLENOID VALVES FOR GAS GRILLE AND GASRANGE. PROVIDE AN ELECTRIC SHUT-OFF VALVE. IT SHALL BEINSTALLED TO ONLY CLOSE WHEN THE BUILDINGS FIRE ALARMSACTIVATE. IT SHALL REMAIN OPEN WHEN ALERTING SYSTEMACTIVATES. ASCO MODEL 8042 SERIES, 120V,60Hz.2.1" G STUB UP THROUGH SLAB FOR GAS GRILL (100 CFH). PROVIDEPIPING WITH AN ACCESSIBLE REMOVABLE CAP, PLUG VALVE ANDQUICK CONNECTOR.3.1-1/4" G DOWN TO STOVE (278 CFH). PROVIDE PIPING WITH ANACCESSIBLE QUICK CONNECT AND PLUG VALVE.4.1" G FROM UNDER SLAB UP IN WALL.5.CONTRACTOR SHALL COORDINATE NEW GAS SERVICE AND GASMETER LOCATION REQUIREMENTS WITH THE LOCAL NATURAL GASCOMPANY TO INSURE TIMELY SERVICE WITH THE PROJECTREQUIREMENTS. FIELD VERIFY GAS METER LOCATION PIPEROUTING, SIZE, INSTALLATION, AND SYSTEM PRESSURE WITHLOCAL UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE FOR ALLCOORDINATION EFFORTS WITH THE LOCAL UTILITY COMPANY TOINSURE TIMELY SERVICE WITH THE PROJECT REQUIREMENTS. THEOWNER WILL INCUR THE COSTS TO THE LOCAL UTILITY COMPANYASSOCIATED WITH THE INSTALLATION FORM THE OFF-SITE MAIN UPTO THE METER. THE CONTRACTOR WILL INCUR THE COSTS TO THELOCAL UTILITY COMPANY ASSOCIATED WITH THE INSTALLATIONFROM THE METER UP TO THE BUILDING.CONTRACTOR SHALLINSTALL THE NEW GAS PIPING FROM THE GAS METER TO THE BUILDING. THE GAS SYSTEM SHALL BE PROVIDED WITH THE SERVICE PRESSURE NOTED WITH ISOLATION VALVES, TEST PORTS,AND GAS PRESSURE REGULATORS AS REQUIRED TO PROVIDE THEGAS SYSTEM AS INDICATED.6.1-1/4" G DOWN TO WH-1FIRST FLOOR PLAN - GAS PIPE01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P3.2FIRST FLOOR PLAN -GAS PIPE VARIES CAST IRON, SIZE AS NOTED ON FLOOR PLANSLATERAL SIZE4" MIN. SEWERFLOWFINISH GRADE6" THICK x 21" x 21"ADJUSTABLE TYPE CLEANOUTCLAMP TO 24"X24"WATERPROOFING4" LEAD SHEET ANDFILLMEMBRANEROUND TOPADJUSTABLE CLAMPING COLLARCAULK ALL JOINTSCAST IRON SOIL PIPEFINISHED FLOORFLOORICE MACHINEICE STORAGE BINALL PIPING, VALVES AND FILTER SYSTEMSHALL BE LOCATED BEHIND ICE MACHINEAT AN ACCESSIBLE HEIGHT34"34" LINE TOCONDENSORWATER SYSTEM EQUAL TO 'EVERPURE'MODEL NO. PF-i2000. SYSTEM SHALL HAVEPRE-FILTER AND FINAL FILTER CAPABLEOF REMOVING PARTICLES AS SMALL AS0.5 MICRON IN SIZE.UNION (TYP.)BALL VALVE (TYP.)REDUCED PRESSURE BACKFLOW PREVENTEREQUAL TO WATTS SERIES NO. 009ROUTE BLOWDOWN TO FLOOR SINKBELOW ICE MACHINE. TERMINATE WITHAIR GAP.PRESSURE GAUGE34" PIPING THROUGH WALL WITH ESCUTCHEON.S.S.BALL VALVE (TYP.)CHECK VALVE (TYP.)REDUCED PRESSURE BACKFLOW PREVENTORSIMILAR TO WATTS 909 WITH STRAINERSTRAINERFLOORPRESSURE GAUGEW/COCK & SNUBBER(TYP.)BRACKET TO WALLW/BOLTS OR LAGSCREWS (TYP.)SURROUND INSULATIONINCOMING WATERUNION (TYP.)WATER TO SYSTEMREDUCED COLDWATTS 909 AG48" A.F.F.1" DRAIN LINET&P RELIEF VALVECONTRACTOR SHALL INSTALLNOTEBRONZE CONSTRUCTIONPUMP SHALL HAVE ALLCHECK VALVEIN-LINE CIRCULATION PUMPREDUCED TEE (TYPICAL)1/4" SHUTOFF COCKSTRAINERWATER HEATER INLETPIPING TO CW LINE TO2" DIAL COMPOUND 0-30 HG VACUUM2" DIAL 0-61 PSIGATE OR BALL VALVEPROVIDE CHECK VALVE UPDISCHARGE GAGEUNION TYPE CONNECTION0-61 PSI PRESSUREPIPING FROM SYSTEMGATE OR BALL VALVESTREAM OF CONNECTIONAQUASTAT IN RETURN LINEFOR PUMP CONTROL.10" MIN18" MAX.8" MINLEAD ROOF FLASHINGVENT THRU ROOFROOF DECKTURN DOWN LEAD SLEEVE MIN. 1"LEAD SLEEVEHWGAS SUPPLY LINEBALL VALVECHECK VALVEDRAIN - DISCHARGEAT FLOOR DRAINFLOORGAS COCKWH-1D G TEMP. AND PRESSURERELIEF VALVETEMPERED WATER CIRC. PUMP RP-1CW3/4" HWRUNIONDIRT LEGDRAIN VALVEPVC COMBUSTIONAIR FLUEPVC EXHAUSTFLUEDI-ELECTRIC UNIONEXPANSION TANK EQUAL TO AMTROL4" CONCRETESTAINLESS STEEL DRAIN PANHOUSEKEEPING PADNEUTRALIZER ASSEMBLY - DISCHARGEDRAIN AT FLOOR DRAINMODEL NO. ST-30-C12"36" 4"8"MIN.SANITARYSEWER MAINSAMPLE SITE PLATFORM48"REDUCER SIZE TO BE DETERMINEDACCORDING TO BUILDING SEWER SIZE24"6"ANCHORSCONCRETEMATERIAL SPECIFICATIONS LIST1-8" PVC SEWER PIPE2-PVC REDUCERS-(SIZE VARIES)1-8" PVC SEWER PLUG WITH GASKET2-1/2" THREADED FEMALE ANCHORS1-STANDARD CLEAN-OUT SEWER 30 BCONCRETE6" CONCRETE-MINIMUM 2500 psiNATURALGROUND1-8" X 8" X 8" PVC STRAIGHT TEESAND (PI= 2 MIN TO 6 MAX)MECHANICALLY COMPACTEDTO 90% MODIFIED PROCTOR8" x 8" x 8"STRAIGHT TEESAMPLE PORTVB287SNOTE: THE PLUG ON THE SEWERPIPE MUST BE EASILY REMOVEDTHROUGH THE LID OPENING OF THEBOX ENCLOSURE. BOLTS ARE TO BESCREWED INTO FEMALE ANCHORSTO PROTECT THE THREADSTHE LID TO THE SAMPLEPORT AND THE BOLTSSHOULD BE SECUREDFIRMLY SO AS NOTTO CREATE A HAZARD6"6"2BVWSE7S8RE7"12 1/2"11 9/16"10 5/8"15 1/2"REDUCER SIZE TO BE DETERMINEDACCORDING TO BUILDING SEWER SIZEGMC INSTALLATIONPDI-IAPMO SERIES3000 PSI CONCRETE CAST INPLACE ANTI-BOUYANCY SLABFOR HIGH WATER TABLE CONDITIONSPOUR AROUND BASE OF UNITTO WEIGHT REQUIRED IN TABLE 2.3"Ø TANKVENTS (2)THIS IS A REPRESENTATION OFAN INSTALLED TANKSEE INSTALLATION INSTRUCTIONSFOR COMPLETE DETAILSIF B > 6 FT, FACTORY REINFORCEMENTOF TANK IS REQUIRED** ESTIMATED MINIMUM TO FITVENT ELBOWS UNDER FLOOR SLABBURIALDEPTHBMax.6 ft.Min.withTraffic18"Min. noTraffic **12"36"INLET INVERTTO TANKBOTTOM (H*)GMC 200 PDI-IAPMOSEPARATORMODELWEIGHT OFBUOYANCYSLAB (LBS)2036DRYWEIGHTOF TANK205 lbsEC2EXTENSIONCOLLARC/OC/O24" FRAME AND COVERSECURE IN CONCRETEFLOOR SLAB.USE REINFORCEDCONCRETE RELIEVING SLABDESIGNED BY ENGINEEROUTLETMIN. 6" PEA GRAVEL(OR APPROVED BACKFILLCOMPACTED TO 98% SPD)VENTPEA GRAVEL(OR APPROVEDEQUIVALENTCOMPACTEDTO 98% SPD)GMC UNITINSTALL FLOW CONTROLAT INLET; USE ADAPTORSWHERE REQUIREDØINLETIF VEHICLE TRAFFICLOADING CONDITIONS EXIST,'B'EC2HEIGHTH-18119"MIN12"1400 100120 1040LEONARD-1020 050°C°F60 R40 20 608030LEONARDTHERMOSTATICUS. Patent 770 & 3,061,195 3.152,760NARDVALVECO.1017 LEO TMCRANR.I.STON U.S.A.R TEMPERED FIXTURESTHOT WATERSOURCEBALANCINGVALVECHECKVALVECHECKVALVEISOLATION VALVETEMPEREDWATERRECIRCULATIONPUMP RP-1AQUASTATTEMPEREDRETURN LINEHEAT TRAPCOLD WATER SUPPLYPROCEDURE TO BALANCE CIRCULATION SYSTEM1.MAKE SURE NO WATER IS BEING DRAWN IN THE BUILDING. OPEN BALANCING VALVE APPROX. HALF WAY AND STARTCIRCULATOR.2.OBSERVE TEMPERATURE UNITL IT STABILIZES.3.CLOSE BALANCING VALVE SLIGHTLY IF TEMPERATURE IS TOO HOT, OR OPEN IT SLIGHTLY IF TEMPERATURE IS TOO COLD ANDALLOW TEMPERATURE TO STABILIZE. REPEAT UNITL DESIRED CIRCULATION TEMPERATURE IS SET.NOTE: THE INDICATED PIPING ARRANGEMENT AND BALANCING PROCEDURE IS BASED UPON THE SPECIFIED MIXING VALVE. IF THECONTRACTOR INSTALLS A MIXING VALVE OTHER THAN THE ONE SPECIFIED, THEN THE MIXING VALVE SHALL BE INSTALLED PER THEMANUFACTURER'S RECOMMENDATIONS.THIGH TEMPEREDWATERRECIRCULATIONPUMP RP-2AQUASTATCHECKVALVETEMPERED FIXTURESHIGH TEMPERATURE FIXTURESHIGH TEMPERATURERETURN LINETEMPEREDRETURN LINECIRCULATED FLOWS MORETHAN 10 GPMHIGH WATER CIRC. PUMP RP-23/4" HWRTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P4.1DETAILS - PLUMBING ** ESTIMATED MINIMUM SPACE REQUIREDTO FIT VENT ELBOWS UNDER FLOOR45"INLET INVERTTO TANKBOTTOM (H*)SEPARATORMODELOMC 300DRYWEIGHTOF TANK255 lbsNOTES:REFER TO INSTALLATION PROCEDURE AND INSTALLATION CHECKLIST.1.PROCEPTOR SEPARATORS MUST BE INSTALLED IN ACCORDANCE2.WITH ALL RELEVANT FEDERAL, PROVINCIAL/STATE, AND LOCAL CODESINCLUDING LOCAL PLUMBING CODE.US PATENT # 5,746,912; CDN PATENT # 2,195,8223.* ACTUALHEIGHTMAY VARYBURIALDEPTHBMax.6 FT.Min.withTraffic18"Min. noTraffic**12"CAST-IN-PLACE ANTI-BUOYANCY SLAB FOR HIGH WATER TABLE CONDITIONS3000 psi CONCRETE READY MIX POUR 12 INCHES AROUNDBASE OF UNIT (58 CU FT MINIMUM - BASED ON 130 LBS / CU FT DENSITY)H"H-2"MIN. 12" (300mm)"B" SEE TABLE 1COLLAR (EC2) HEIGHTTRIMMABLE ON SITEIF OVER 6 FT.REQUIRES FACTORYREINFORCEMENTOF TANKSOMC 300INSTALLATION DRAWINGMIN. 6" (150mm) PEA GRAVEL(OR APPROVED BACKFILLCOMPACTED TO 98% SPD)GREEN TURTLEEXTENSIONCOLLAR (EC2)OUTLETC/O (3)Ø24" FRAME AND COVERSECURED IN GROUNDTABLE 2CONNECT TANK TOP VENTSTO VENTING SYSTEM(SEE ALSO NOTE 2)IF VEHICLE TRAFFIC LOADING CONDITIONS EXISTUSE REINFORCED CONCRETE RELIEVING SLABDESIGNED BY ENGINEERSTEELLIFTING LUGSTABLE 1PEA GRAVELTO 3 FT. (900 mm)HORIZONTALLYALL AROUND TANK(OR APPROVEDEQUIVALENTCOMPACTEDTO 98% SPD)INLET32"62"ANTI-BUOYANCY SLAB DIMENSIONS6" ALL AROUND TANKCARTON FORMSSLOPEBOTTOM OF TRENCHCONCRETE FLOORSLAB1/2" ALL-THREAD ROD EXTENSION,CUT 3/4" BELOW FINISH SLAB PRIORTO LEVEL AFTER CONCRETE POUR.CAST IRONPROVIDE TAMPED BEDDING SANDAS REQUIRED TO ACHIEVE PIPESYSTEMS MIN. SLOPE.PROVIDE (2) 18 BEND PIPE FITTINGSWITHIN 6" OF EXT. GRADE BEAM TOALLOW FOR PIPE MOVEMENTFLOW12" MIN.COURSE AGGREGATEASTM C33, 1" MAX. SIZEFINISH GRADECLEAN OUT18"x18"x6" THICK CONCRETE PADDUAL CLEAN OUT FITTINGPROVIDE CLAY PLUG APPROX. 2'-0" FROMBUILDING GRADE BEAM, 6" ABOVE BOTTOMOF GRADE BEAM AND WIDTH OF PLUMBING TRENCHTO PREVENT WATER FROM ENTERING BELOW SLABCONTRACTOR SHALL INSTALL PIPING PERCIVIL AND GEOTECH ENGINEER RECOMMENDATIONS.1.JOB DEBRIS OR MATERIALS NOT SPECIFIED ORDETAILED SHALL NOT BE PLACED IN UTILITYTRENCH2.PIPE HANGER SHALL BE ZINCELECTROPLATED.3.PLACE HANGER EVERY 10'-0" O.C., WITHIN 18"OF HUB AND SPIGOT CONNECTION, CHANGESIN DIRECTION AND AT EVERY P-TRAP.4.PIPE HANGER SUPPORT ANCHORS IN FLOORSLAB SHALL BE INSERTED A MINIMUM OF HALFTHE SLAB THICKNESS.5.ALL BOLTS AND ALL-THREAD ROD SHALL BEDOUBLE BOLTED ON LOAD SIDE.6.PAINT PIPE ALL-THREAD, HANGER, BOLTS, ANDNUTS WITH NON-RUST MASTIC.7.UNDER NO CONDITIONS SHALL ANYHORIZONTAL PIPING BE LOCATED WITHINCARTON FORM DIRECTLY BELOW FLOOR SLAB.8.BEFORE SLAB IS POURED, PIPING SHALL BEFABRICATED IN ITS ENTIRETY. PIPING SHALLBE SET UPON SUITABLE CARTONS FORSUPPORT UNTIL SLAB IS POURED. THEREBYCAUSING LINE TO BE FINALLY SUPPORTEDFROM THE SLAB.9.COMPONENTS OF UNDERSLAB SUPPORTSYSTEM LOCATED WITHIN THE SLAB DO NOTREQUIRE NON-RUST MASTIC.CARTONFORMS1/2" ALL-THREAD RODEXTENSION, CUT 3/4" BELOWFINISH SLAB LEVEL PRIOR TOCONCRETE POUR.CAST IRON SANITARYPIPE WITH CLEVISTYPE HANGER UNIT-ALL GALVANIZEDCONCRETEFLOOR SLABFURNISH ANDINSTALLSUPERVOIDSADDLEPIPE VOIDSYSTEM.4"X4"X1/4" FISH PLATE WITH2 NUTSSUITABLE FILL DO NOTCOMPACT TO HIGHDENSITYMAX SOIL EXPANSIONPVR OF SOILSV-RIGID RETAINERS WITHNON-WOVEN GEO FABRIC ONINTERIOR SIDEMIN. 4" COURSESAND FILL COVERTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P4.2DETAILS - PLUMBING SSSSSSSSSSSSSSBBQCONNECTION(100 CFH)4223(1132 CFH)NEW METERMGGAS REGULATORCONNECT TOEXISTING NATURALGAS LINERH-1(150 CFH)NOTE:REDUCE GAS PRESSURE AT THEEQUIPMENT'S REGULATORS INACCORDANCE WITH EQUIPMENTMANUFACTURER'S SPECIFICATIONS.WH-1(199 CFH)AHU-2(40 CFH)AHU-1(40 CFH)AHU-6(40 CFH)GAS STOVE(278 CFH)AHU-5(40 CFH)AHU-3(80 CFH)AHU-4(40 CFH)2-1/2" G.GAS COCK(TYP.)1-1/4" M.G.1-1/4"G.1" N.G.3/4" N.G.1-1/4" G.3/4" G.3/4" G.3/4" G.1" G.1-1/4"G.3/4" G.1" G.NOTE:PRIOR TO ACCEPTANCE AND INITIAL OPERATION, ALLPIPING INSTALLATIONS SHALL BE VISUALLY INSPECTEDAND PRESSURE TESTED TO DETERMINE THAT THEMATERIALS, DESIGN, FABRICATION AND INSTALLATIONPRACTICES COMPLY WITH THE REQUIREMENTS OFTHIS CODE. IFGC SECTION 406.OUTSIDEINSIDESOLENOIDVALVEUH-1(55 CFH)1"G.UH-2(55 CFH)1"G.UH-3(55 CFH)1"G.2-1/2"G.2-1/2"G.SOLENOIDVALVE1-1/4"G.1-1/2" G.2"G.2"G.2"G.GASPRESSUREREGULATORNOTE:MEDIUM GAS PRESSURE SHALL BEPROVIDED UP TO BUILDING. THENREDUCED TO LOW PRESSURE INBUILDING.Texas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019P4.3RISERS - PLUMBING 2345617891011121314151617181920217F 4316"2561.REFER TO MP0.0 FOR GENERAL PLUMBING NOTES, ABBREVIATIONS,AND SYMBOLS.2.REFER TO DIVISION 15 (21) BOOK SPECIFICATIONS FOR FIREPROTECTION SPECIFICATIONS.3.FIRE PROTECTION CONTRACTOR SHALL PROVIDE WET PIPESPRINKLER AND STAND PIPE SYSTEM FOR THE AREA OF WORK INACCORDANCE WITH NFPA 13 AND THE CITY OF DENTON FIREREQUIREMENTS. CONTRACTOR SHALL COORDINATE HIS WORKWITH ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBINGAND STRUCTURAL DISCIPLINES TO ENSURE THAT A COMPLETELYCOORDINATED INSTALLATION IS ACHIEVED. THESE PLANS SERVEAS A GENERAL GUIDE ONLY AND DO NOT REPRESENT ACTUAL BIDDOCUMENTS.4.THE FIRE SPRINKLER PIPING SHOWN IS INTENDED TO INDICATE THELOCATION OF MAIN SUPPLY PIPING AND STANDPIPES, AS WELL ASTHE AREAS INTENDED FOR FIRE SPRINKLERS. THE INCLUSION OFTHIS INFORMATION SHALL IN NO WAY DIMINISH THERESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLYDESIGNED, SIZED AND INSTALLED FIRE SPRINKLER SYSTEM, ASREQUIRED BY THE PROJECT SPECIFICATIONS AND THE LAWS OFTHE STATE OF TEXAS.5.FIRE SPRINKLER SHOP DRAWINGS SHALL BE COORDINATED WITHALL TRADES AND EXISTING CONDITIONS PRIOR TO SUBMISSION TOFIRE MARSHALL.6.THE OWNER AND FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURSPRIOR TO ANY CONNECTIONS TO THE EXISTING FIRE SYSTEM.7.FIRE PROTECTION DESIGN AND NOMENCLATURE SHALL MATCHEXISTING CITY OF DENTON FACILITY STANDARDS.8.PROVIDE HIGH TEMPERATURE SPRINKLER HEADS AT ELECTRICALAND I.T. ROOMS.9.PROVIDE EXTERIOR WALL MOUNTED SPRINKLER HEADS AT PATIO.7.PROVIDE FULLY CONCEALED SPRINKLER HEADS WITH COVERPLATE AT ALL GYPSUM BOARD AND LAY-IN TILE CEILINGS.8.REFER TO "FIRE FLOW TEST" PDF PROVIDED BY THE CITY OFDENTON FOR TEST RESULTS.1.6" FIRE PROTECTION RISER. PROVIDE CITY APPROVED DOUBLECHECK BACKFLOW PREVENTOR.2.6" FIRE SERVICE. REFER TO CIVIL PLAN FOR CONTINUATION.3.FIRE DEPARTMENT CONNECTION. PAINT AS DIRECTED BYARCHITECT.4.WATER MOTOR GONG. PAINT AS DIRECTED BY ARCHITECT.5.AUTOMATIC FIRE SPRINKLER VALVE ASSEMBLY. REFER TO DETAIL02/ FP2.1.6.NO WATER LINES, INCLUDING FIRE SPRINKLER TO RUN ACROSS I.T.ROOM 115 ABOVE. FOR FIRE PROTECTION, PROVIDE SIDE WALLSPRINKLER HEADS ONLY. NO CEILING MOUNT SPRINKLER HEADSALLOWED. COORDINATE AS REQUIRED WITH PLUMBING AND FIRESPRINKLER CONTRACTOR.7.PROVIDE EXTERIOR WALL MOUNTED SPRINKLER HEADS AT PATIO FIRE PROTECTION AREAHIGH TEMPERATURE FIREPROTECTION AREA"WET SYSTEM"GENERAL NOTESNOTES BY SYMBOL " "DESCRIPTIONRISER TO SPRINKLER SYSTEMWET PIPE ALARM VALVESYSTEM PIPINGRETARD CHAMBERCHECK VALVEUNDERGROUND FIRE MAINMAIN ALARM VALVE DRAINFIRE DEPARTMENT CONNECTIONWATER MOTOR GONGDESCRIPTIONITEMITEM2'-0"GRADE8'-0"SPLASHBLOCK02123456789123456789FIRST FLOOR PLAN - FIRE PROTECTION01SCALE: 1/8"=1'-0"NORTHTexas Registered Firm No. F-74891255 West 15th Street, Suite 300Plano, Texas 75075 469.467.0200Email: mdengca@md-eng.comProject Number: 191124FIRE STATION No. 8 THE CITY of DENTON 3131 COLORADO BLVD.DENTON, TEXAS 76210S H E E T :D A T E :C O N T E N T S :R E V I S I O N S :No.DATEDESCRIPTION100 West Mulberry D 7 9 4 0 / 3 8 7 . 8 9 4 0 / 3 8 3 . 0 2 6 2 fax www.k-a-studio.com l182te KIRKPATRICK ARCHITECTURE STUDIO e n t o n ,T e x a s 6 2 0 1 @PLTDATELONG@PLTTIME@DWGFULLNAMEEXT 01 AUGUST 2019FP2.1FIRST FLOOR PLAN -FIRE PROTECTIONSPRINKLER VALVE ASSEMBLY DETAIL02NOT TO SCALE