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1105 Cornell Lane�� 3z `��reG�y 3z'P Waw �n� �S9D LOT 6 PI CAP IRON S 68'48'33" E 75.00' `O 0?3' LIVE OA 17" THAN TER �f 9" PINE 12` WATER AK 8" PINE I013' PINE 14' 1 1_.rc10* PINE 0.10' PINE 0 J WI I I STORM M.H. I 1., ATLANTIC BEACH VILLA UNIT No. 2 Ira LOT 7 id i LOT 8 � IU I" W 'IEL I 1 S68'43'49"EFENcE75.00' FIELD —EX. 24" C1C� i M.H. PIPE ,)-t 13' PALM 3P 11.77 — — — — }! 16' .IN :4.29 IN X4.34 STORM M.H. TOP-t%55WA V-4.26 I S.INV32 I I a II I I 12' PINE 15' DRAINAGE EASEMENT 0_ N # 25' LIVE OAK 45' DRAIN GE I ( EASEME T 2 II (UNOBSTRU TED II I I SWMF #1 N ■ all 8 SII I I WINE I1 013' WATER OAK r, ' m. I R 8' PINE 0I �j I I 1 19' PINE x011 �� II II L #� PINE I __J 12' PINE I' ATER AK"IPIN I 1� I #12' PALM #8' WATER OAK 10' PINE — FOUNV 1/2' IRO 13' PALM 10` PINE 16' PINE 21' WATER OAK# W Plr`' �O` CAP 6'W TER OAK 7' WATER OAK C.O. N6874757" 75.00' (FI LD) C.O. 44' 75.00'( F ) U S TOP BACK OF CURB M CURB T EDGE A MENT T 0.76 NV -4.47 a NATER METER (3) WATER METERS S.INv4.49 — — — — 4 w/ PDX & COVER w/ BOX & COVER — — A CORNELL LANE S ---- 50' RIGHT OF WAY s 41— DROP INLET EDGE PAVEMENT To 10.23 EX 12' SAN SANV 5.79 7"Vd... EX. SANITARY M.H. EX. 12'SAN TOP BACK OF CURB S.INV-5.18RIM 11.60 INV. 12'SE - 0.65 EX. 12SANINV. 8' S - 4.32--�—INV. 12' SW - 0.68 _ EX. 12 SANNV. 12' NW 0.68 _CONCRETE WALK L3672 1APPROX. LOCATION OF 944EXIST. SANITARY SEWER CONCRETE WALK BENCHMARK;SET NAIL a DISK, L.B IN SIDEWALK II ELEV. = 11.11 (NGVD) I BUILDING I I /-RIM = 11.60 Designed Released For Construction � Cac ®� Connelly & Wicker Inc. CORNELL ONE Drawn By Consulting Engineers BTP � PREPARED FOR Checked This Drawing Is the property of Connelly & wicker Inc. 1711 South 5th Street CEK and In not to be reproduced or copled In whole ar In Jacksonville Beach, Florida 32250 O.C. per. It Is not to be used an any other pm*t and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT BEK to to be returned on request. C.A. No.: 3650 20' DRAINAGE EASEMENT (UNOBSTRUCTED) S68'41'26"E 7500' (FIELD) 18' PINE V_ NOTE #1: 50' DRAINAGE EASEMENT (UNOBSTRUCTED) LOT 9 R OA FENCE ' TWIN TREE ii SCRUB AK's'" 17 06' WATER OAK 021" #12"PIN FALI I SWMF V2 2� sr NOTE 1 O 0 0 O r C• *Q9 SCRI J l g )L ID N68' 1'15"W 10' UTIL EASEME T 2.70' 83' (FIELD) mm oft 3' 5 5 25. T 5 N O (FIELD) �O 030'R _ S69'13'37"EAm 94.83' 8' OAK LOT 10 SET 1/2' IRON PIPE, CAP LB3672 1i �s 8' RUB 0 �-! s. 10' S UB OAK8' SCRUB �y # 019' THAN S UB OAR ' 8 SCRUB OA 012' SCRUB OAK � }1 ' WA OAK 022' THAN SCRUB OAK .,7 WATER i #7' SCRUB OAK ` Q 6'. SCRUB OAK 07' SCRUB OA ♦� OAK .l�c !�c x-1'6' SCRUB OA K9' SCRUB 0 C. 0. 07' SCRUB OA 13-IWW MMB OX9— 07' SCRUB OAK ♦ ,}� 7 8 SCRUB OAK# + ` > � SCRU OAK 08' SCRUB OAK ♦ 7 SCRUB OA 8` SCRUB OAK 0 # } c 8' SCRUB OA 6 CRUS OAK N 123.91' - - - —_— — - --�_ �— Mm SET 1/2` IRON N68 45 00 W 107.86 (FIELD)r PINE PIPE, CAP L83672 10' PINE # WATER OA # 8' PINE 9' PINE# >! # 9" PINE 7' CHERRY THAN 7' LIVE OAK# TRIPLE 12' LIVE OILI( # 7' PINE %\Oen �, 8' PINE 'j� �l, S' PALM }}�� 0 9' PINE 6' PINE' 0 TRIPLE it' LIVE OAK E EX SANITARY MTWIN 10' SCRUB OAKO Y PINE } # 7 PINE # 6' PINE 6 PINE �— — — — — — — — — -- PILE -(,L- 11) — — — # SITE GEOMETRY AND UTILITY PLAN 1 ') A" ANN ME 0_ SEEK 0� 0_1-0001 ■ WINEE WINE EININ r, ' m. 08* PINE 6' LIVE OA ` 9' PINE 8' PINE '010- PINE — 9" PINE ♦ Project No.: 0301-09 Scale 1"20' RICHARD Cr WELCH, P.E. Date P.E. /40279 JAN. 2003 Drawing Sheet 4 of 8 �� 3z `��reG�y 3z'P Waw �n� �S9D LOT 6 PI CAP IRON S 68'48'33" E 75.00' `O 0?3' LIVE OA 17" THAN TER �f 9" PINE 12` WATER AK 8" PINE I013' PINE 14' 1 1_.rc10* PINE 0.10' PINE 0 J WI I I STORM M.H. I 1., ATLANTIC BEACH VILLA UNIT No. 2 Ira LOT 7 id i LOT 8 � IU I" W 'IEL I 1 S68'43'49"EFENcE75.00' FIELD —EX. 24" C1C� i M.H. PIPE ,)-t 13' PALM 3P 11.77 — — — — }! 16' .IN :4.29 IN X4.34 STORM M.H. TOP-t%55WA V-4.26 I S.INV32 I I a II I I 12' PINE 15' DRAINAGE EASEMENT 0_ N # 25' LIVE OAK 45' DRAIN GE I ( EASEME T 2 II (UNOBSTRU TED II I I SWMF #1 N ■ all 8 SII I I WINE I1 013' WATER OAK r, ' m. I R 8' PINE 0I �j I I 1 19' PINE x011 �� II II L #� PINE I __J 12' PINE I' ATER AK"IPIN I 1� I #12' PALM #8' WATER OAK 10' PINE — FOUNV 1/2' IRO 13' PALM 10` PINE 16' PINE 21' WATER OAK# W Plr`' �O` CAP 6'W TER OAK 7' WATER OAK C.O. N6874757" 75.00' (FI LD) C.O. 44' 75.00'( F ) U S TOP BACK OF CURB M CURB T EDGE A MENT T 0.76 NV -4.47 a NATER METER (3) WATER METERS S.INv4.49 — — — — 4 w/ PDX & COVER w/ BOX & COVER — — A CORNELL LANE S ---- 50' RIGHT OF WAY s 41— DROP INLET EDGE PAVEMENT To 10.23 EX 12' SAN SANV 5.79 7"Vd... EX. SANITARY M.H. EX. 12'SAN TOP BACK OF CURB S.INV-5.18RIM 11.60 INV. 12'SE - 0.65 EX. 12SANINV. 8' S - 4.32--�—INV. 12' SW - 0.68 _ EX. 12 SANNV. 12' NW 0.68 _CONCRETE WALK L3672 1APPROX. LOCATION OF 944EXIST. SANITARY SEWER CONCRETE WALK BENCHMARK;SET NAIL a DISK, L.B IN SIDEWALK II ELEV. = 11.11 (NGVD) I BUILDING I I /-RIM = 11.60 Designed Released For Construction � Cac ®� Connelly & Wicker Inc. CORNELL ONE Drawn By Consulting Engineers BTP � PREPARED FOR Checked This Drawing Is the property of Connelly & wicker Inc. 1711 South 5th Street CEK and In not to be reproduced or copled In whole ar In Jacksonville Beach, Florida 32250 O.C. per. It Is not to be used an any other pm*t and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT BEK to to be returned on request. C.A. No.: 3650 20' DRAINAGE EASEMENT (UNOBSTRUCTED) S68'41'26"E 7500' (FIELD) 18' PINE V_ NOTE #1: 50' DRAINAGE EASEMENT (UNOBSTRUCTED) LOT 9 R OA FENCE ' TWIN TREE ii SCRUB AK's'" 17 06' WATER OAK 021" #12"PIN FALI I SWMF V2 2� sr NOTE 1 O 0 0 O r C• *Q9 SCRI J l g )L ID N68' 1'15"W 10' UTIL EASEME T 2.70' 83' (FIELD) mm oft 3' 5 5 25. T 5 N O (FIELD) �O 030'R _ S69'13'37"EAm 94.83' 8' OAK LOT 10 SET 1/2' IRON PIPE, CAP LB3672 1i �s 8' RUB 0 �-! s. 10' S UB OAK8' SCRUB �y # 019' THAN S UB OAR ' 8 SCRUB OA 012' SCRUB OAK � }1 ' WA OAK 022' THAN SCRUB OAK .,7 WATER i #7' SCRUB OAK ` Q 6'. SCRUB OAK 07' SCRUB OA ♦� OAK .l�c !�c x-1'6' SCRUB OA K9' SCRUB 0 C. 0. 07' SCRUB OA 13-IWW MMB OX9— 07' SCRUB OAK ♦ ,}� 7 8 SCRUB OAK# + ` > � SCRU OAK 08' SCRUB OAK ♦ 7 SCRUB OA 8` SCRUB OAK 0 # } c 8' SCRUB OA 6 CRUS OAK N 123.91' - - - —_— — - --�_ �— Mm SET 1/2` IRON N68 45 00 W 107.86 (FIELD)r PINE PIPE, CAP L83672 10' PINE # WATER OA # 8' PINE 9' PINE# >! # 9" PINE 7' CHERRY THAN 7' LIVE OAK# TRIPLE 12' LIVE OILI( # 7' PINE %\Oen �, 8' PINE 'j� �l, S' PALM }}�� 0 9' PINE 6' PINE' 0 TRIPLE it' LIVE OAK E EX SANITARY MTWIN 10' SCRUB OAKO Y PINE } # 7 PINE # 6' PINE 6 PINE �— — — — — — — — — -- PILE -(,L- 11) — — — # SITE GEOMETRY AND UTILITY PLAN 1 ') A" ANN ME 0_ SEEK 0� 0_1-0001 ■ WINEE WINE EININ r, ' m. 08* PINE 6' LIVE OA ` 9' PINE 8' PINE '010- PINE — 9" PINE ♦ Project No.: 0301-09 Scale 1"20' RICHARD Cr WELCH, P.E. Date P.E. /40279 JAN. 2003 Drawing Sheet 4 of 8 �� 3z `��reG�y 3z'P Waw �n� �S9D LOT 6 PI CAP IRON S 68'48'33" E 75.00' `O 0?3' LIVE OA 17" THAN TER �f 9" PINE 12` WATER AK 8" PINE I013' PINE 14' 1 1_.rc10* PINE 0.10' PINE 0 J WI I I STORM M.H. I 1., ATLANTIC BEACH VILLA UNIT No. 2 Ira LOT 7 id i LOT 8 � IU I" W 'IEL I 1 S68'43'49"EFENcE75.00' FIELD —EX. 24" C1C� i M.H. PIPE ,)-t 13' PALM 3P 11.77 — — — — }! 16' .IN :4.29 IN X4.34 STORM M.H. TOP-t%55WA V-4.26 I S.INV32 I I a II I I 12' PINE 15' DRAINAGE EASEMENT 0_ N # 25' LIVE OAK 45' DRAIN GE I ( EASEME T 2 II (UNOBSTRU TED II I I SWMF #1 N ■ all 8 SII I I WINE I1 013' WATER OAK r, ' m. I R 8' PINE 0I �j I I 1 19' PINE x011 �� II II L #� PINE I __J 12' PINE I' ATER AK"IPIN I 1� I #12' PALM #8' WATER OAK 10' PINE — FOUNV 1/2' IRO 13' PALM 10` PINE 16' PINE 21' WATER OAK# W Plr`' �O` CAP 6'W TER OAK 7' WATER OAK C.O. N6874757" 75.00' (FI LD) C.O. 44' 75.00'( F ) U S TOP BACK OF CURB M CURB T EDGE A MENT T 0.76 NV -4.47 a NATER METER (3) WATER METERS S.INv4.49 — — — — 4 w/ PDX & COVER w/ BOX & COVER — — A CORNELL LANE S ---- 50' RIGHT OF WAY s 41— DROP INLET EDGE PAVEMENT To 10.23 EX 12' SAN SANV 5.79 7"Vd... EX. SANITARY M.H. EX. 12'SAN TOP BACK OF CURB S.INV-5.18RIM 11.60 INV. 12'SE - 0.65 EX. 12SANINV. 8' S - 4.32--�—INV. 12' SW - 0.68 _ EX. 12 SANNV. 12' NW 0.68 _CONCRETE WALK L3672 1APPROX. LOCATION OF 944EXIST. SANITARY SEWER CONCRETE WALK BENCHMARK;SET NAIL a DISK, L.B IN SIDEWALK II ELEV. = 11.11 (NGVD) I BUILDING I I /-RIM = 11.60 Designed Released For Construction � Cac ®� Connelly & Wicker Inc. CORNELL ONE Drawn By Consulting Engineers BTP � PREPARED FOR Checked This Drawing Is the property of Connelly & wicker Inc. 1711 South 5th Street CEK and In not to be reproduced or copled In whole ar In Jacksonville Beach, Florida 32250 O.C. per. It Is not to be used an any other pm*t and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT BEK to to be returned on request. C.A. No.: 3650 20' DRAINAGE EASEMENT (UNOBSTRUCTED) S68'41'26"E 7500' (FIELD) 18' PINE V_ NOTE #1: 50' DRAINAGE EASEMENT (UNOBSTRUCTED) LOT 9 R OA FENCE ' TWIN TREE ii SCRUB AK's'" 17 06' WATER OAK 021" #12"PIN FALI I SWMF V2 2� sr NOTE 1 O 0 0 O r C• *Q9 SCRI J l g )L ID N68' 1'15"W 10' UTIL EASEME T 2.70' 83' (FIELD) mm oft 3' 5 5 25. T 5 N O (FIELD) �O 030'R _ S69'13'37"EAm 94.83' 8' OAK LOT 10 SET 1/2' IRON PIPE, CAP LB3672 1i �s 8' RUB 0 �-! s. 10' S UB OAK8' SCRUB �y # 019' THAN S UB OAR ' 8 SCRUB OA 012' SCRUB OAK � }1 ' WA OAK 022' THAN SCRUB OAK .,7 WATER i #7' SCRUB OAK ` Q 6'. SCRUB OAK 07' SCRUB OA ♦� OAK .l�c !�c x-1'6' SCRUB OA K9' SCRUB 0 C. 0. 07' SCRUB OA 13-IWW MMB OX9— 07' SCRUB OAK ♦ ,}� 7 8 SCRUB OAK# + ` > � SCRU OAK 08' SCRUB OAK ♦ 7 SCRUB OA 8` SCRUB OAK 0 # } c 8' SCRUB OA 6 CRUS OAK N 123.91' - - - —_— — - --�_ �— Mm SET 1/2` IRON N68 45 00 W 107.86 (FIELD)r PINE PIPE, CAP L83672 10' PINE # WATER OA # 8' PINE 9' PINE# >! # 9" PINE 7' CHERRY THAN 7' LIVE OAK# TRIPLE 12' LIVE OILI( # 7' PINE %\Oen �, 8' PINE 'j� �l, S' PALM }}�� 0 9' PINE 6' PINE' 0 TRIPLE it' LIVE OAK E EX SANITARY MTWIN 10' SCRUB OAKO Y PINE } # 7 PINE # 6' PINE 6 PINE �— — — — — — — — — -- PILE -(,L- 11) — — — # SITE GEOMETRY AND UTILITY PLAN 1 ') A" ANN ME 0_ SEEK 0� 0_1-0001 ■ WINEE WINE EININ r, ' m. 08* PINE 6' LIVE OA ` 9' PINE 8' PINE '010- PINE — 9" PINE ♦ Project No.: 0301-09 Scale 1"20' RICHARD Cr WELCH, P.E. Date P.E. /40279 JAN. 2003 Drawing Sheet 4 of 8 act W m2 Q F -O N Z�6 w:5(9 Y cv U¢0 00 W ° -) li J sqo � IRON P LB3672 S 68'48'33" E 75.00'FIEL m ('6 1 t Gneo�. PCX5 32- LO IN IN I� J sqo � STORM M.H. [� I ATLANTIC BEACH VILLA UNIT No. 2 I� LOT 6 I LOT 7 i LOT 8 20' DRAINAGE EASEMENT (UNOBSTRUCTED) FIELD S68'41'26"Et 75.00' (FIELD) E x 13" PALM 16" PINE -010" PINE 10" PINE 1-1---15' DRAINAGE EASEMENT M }-125" LIVE OAK LU 45 DRAIN GE N "I 0 p 12"PLM 0 �I 0 �i' ZI EASEMENT II (UNOBSTRUCOTED II SWMF #1 I I S 4i SII 013" WATER OAK PINE = I I 19" PINE CL nil � �11z" a1r1E 1 ATER N1" I PIN r 012- PALM 08" WATER OAK 10" PINE 1 .�{ FOE1`1p 1/2" IRO 13" PALM 10" PINE 16" PINE. 21' WATER OAKO r PIPE, NO CAP ..6 W TER OAK 7" WATER OAK _J H C.O. N68'49 57 75.00' (FI LD) C.O. '44' 75.00' (FIELD) fwd —EX. ) - - TOP BACK OF RB .M.--- CURB T 7x T 0.76 / w OG PAVEMENT S.INV+4.49 - �4 WATER METER (3) WATER METERS v W/ Box & COVER w/ Box & COVER ) C o R N E L L L A N E 5 50' RIGIHT OF WAY DROP INLET EDGE PAVEMENT �I TOP+10.23 EX. 12" SAN NANVs4.79 \ EX. SANITARY M.H. .60 EX. 12" SAN TDP BACK OF CURB ,1 S.INV�5.18 = NI V. 1211 SE - 0.65 EX. 12'* LI c \ c^ INV. 8" S = 4.32 EX. 12—SAI I INV. 12" SW = 0.68 INV. 12" NW + 0.68 CO"TE WALK \� � APPROX.. L,, SON OF \ / EXIST, S"Ib,,- SEWER BENCHM"�KI I \ CONCRETE WALK C11� SET NAIL &DISK. L.B. 3672 I � / IN SIDEWALK \ ELEV. = 11.11 (NGVC BUILDING I Dealgned ;oaf"I... 0 Drawn BTP Checked CEK O.C. BEK r- MUM :-- n Released For Construction By This Drawing In the property of Connally do wicker Inc. and Is not to be reproduced or copied In whole or in part. It Is not to be used on any other project and is to be returned on request. T T Connelly & Wicker Inc. CEngineers 1711 South 5th Street Jacksonville Beach, Florida 32250 (904) 249"7995 Fax: (904) 241--1126 C.A. No.: 3650 CORNELL ONE PREPARED FOR BEACHES HABITAT ER OA FENCE 31-C� 17" TIN TREE 11 SC 6" WATER OAK _I N OTE #1: 50' DRAINAGE EASEMENT (UNOBSTRUCTED) LOT 9 �-t21" PIN -- 8" SCRU OAK 7 SWMF 2 NOTE #1 0. } 2.70'7 N68' 1'15"W 10' UTIL Y EASEME T 83' (FIELD) � .�. ' 5 25. 7' 5 y,(FIELD) '30'R S69'1 3'37"E G 94.8-3- 0 0 0 0 r - i SC U9 OAK C.O. LOT 10 LB3672 kO 08' RUB O * OAK8` SCRUB 011IV 6 19" TWIN S U6 0A1C 8xSCRUB OAK \ a 1.112" SCRUB OAK 0 WATE OAK �-22' TWIN SCRUB OAK _}•i7" WATER �7" SCRUB OAK 11 CC ` 01' SCRUB OAK '0 SCRUB OAK 09" SCRUB 0 f-(., •t 7" SCRUB OAK 13 "-TwtR-cCRUB gA.fxC SCRUB OAK -a-077* x `SCRUB OAK g" SCRUB OAK 13- SCRUB OAK 1-f77SCRUB OAK 8" SCRUB OAKAPINE e" SCRUB OAK OAK 123.91....`�.".'�"""�SET 1/2" IRON N68 45 00W 10%86(FIELD) 0PIPE, CAP LB3672 10" PINEJ1- 10" WATER OAK } 8" PINE 9" PINE 9" PINE 7" CHERRY 8" PINE �c TWN VE OAKP TRIPLE 12" LIVE O!� I, 7" PINE yO, � j 5" PALM 9" PINE 6" PINE -0O TRIPLE 11" LIVE OAK �6" PINE: EX. 'SANITARY M.H. -xj'� "-1. 6" PINE TWIN 10" SCRUB OAK u— — 7" PINE PINE PIS — — 6" PINE SITE GEOMETRY AND UTILITY PLAN -• 8" PINE 6" LIVE OAK \ 9" PINE 8" PINE \ — — -5-C10- PINE — 9" PINE \ \ Project No.:I Drawing 0301--09 Scale 1" zz 20' RICHARD C. WELCH, P.E. Date Date Revision By P.E. #40279 JAM. 2003 Sheet 4_ of A mff'�' M/)/ IN IN I� IRON P LB3672 S 68'48'33" E 75.00'FIEL I S68'43' 49"EFENCE75.00' 23" LIVE OAK 17" TWIN TER O KM,H. 24" CONC`PIPE 1 TOP 11.77 - -- _ J G 9" PINE• 12" WATERIDAK N,IN +4,29 E.IN -4.34 STORM M.H. ' TOP+ 55 8" PINE r/ u013" PINE(� S.INV%32 I I12" PINE 14" I a_ 20' DRAINAGE EASEMENT (UNOBSTRUCTED) FIELD S68'41'26"Et 75.00' (FIELD) E x 13" PALM 16" PINE -010" PINE 10" PINE 1-1---15' DRAINAGE EASEMENT M }-125" LIVE OAK LU 45 DRAIN GE N "I 0 p 12"PLM 0 �I 0 �i' ZI EASEMENT II (UNOBSTRUCOTED II SWMF #1 I I S 4i SII 013" WATER OAK PINE = I I 19" PINE CL nil � �11z" a1r1E 1 ATER N1" I PIN r 012- PALM 08" WATER OAK 10" PINE 1 .�{ FOE1`1p 1/2" IRO 13" PALM 10" PINE 16" PINE. 21' WATER OAKO r PIPE, NO CAP ..6 W TER OAK 7" WATER OAK _J H C.O. N68'49 57 75.00' (FI LD) C.O. '44' 75.00' (FIELD) fwd —EX. ) - - TOP BACK OF RB .M.--- CURB T 7x T 0.76 / w OG PAVEMENT S.INV+4.49 - �4 WATER METER (3) WATER METERS v W/ Box & COVER w/ Box & COVER ) C o R N E L L L A N E 5 50' RIGIHT OF WAY DROP INLET EDGE PAVEMENT �I TOP+10.23 EX. 12" SAN NANVs4.79 \ EX. SANITARY M.H. .60 EX. 12" SAN TDP BACK OF CURB ,1 S.INV�5.18 = NI V. 1211 SE - 0.65 EX. 12'* LI c \ c^ INV. 8" S = 4.32 EX. 12—SAI I INV. 12" SW = 0.68 INV. 12" NW + 0.68 CO"TE WALK \� � APPROX.. L,, SON OF \ / EXIST, S"Ib,,- SEWER BENCHM"�KI I \ CONCRETE WALK C11� SET NAIL &DISK. L.B. 3672 I � / IN SIDEWALK \ ELEV. = 11.11 (NGVC BUILDING I Dealgned ;oaf"I... 0 Drawn BTP Checked CEK O.C. BEK r- MUM :-- n Released For Construction By This Drawing In the property of Connally do wicker Inc. and Is not to be reproduced or copied In whole or in part. It Is not to be used on any other project and is to be returned on request. T T Connelly & Wicker Inc. CEngineers 1711 South 5th Street Jacksonville Beach, Florida 32250 (904) 249"7995 Fax: (904) 241--1126 C.A. No.: 3650 CORNELL ONE PREPARED FOR BEACHES HABITAT ER OA FENCE 31-C� 17" TIN TREE 11 SC 6" WATER OAK _I N OTE #1: 50' DRAINAGE EASEMENT (UNOBSTRUCTED) LOT 9 �-t21" PIN -- 8" SCRU OAK 7 SWMF 2 NOTE #1 0. } 2.70'7 N68' 1'15"W 10' UTIL Y EASEME T 83' (FIELD) � .�. ' 5 25. 7' 5 y,(FIELD) '30'R S69'1 3'37"E G 94.8-3- 0 0 0 0 r - i SC U9 OAK C.O. LOT 10 LB3672 kO 08' RUB O * OAK8` SCRUB 011IV 6 19" TWIN S U6 0A1C 8xSCRUB OAK \ a 1.112" SCRUB OAK 0 WATE OAK �-22' TWIN SCRUB OAK _}•i7" WATER �7" SCRUB OAK 11 CC ` 01' SCRUB OAK '0 SCRUB OAK 09" SCRUB 0 f-(., •t 7" SCRUB OAK 13 "-TwtR-cCRUB gA.fxC SCRUB OAK -a-077* x `SCRUB OAK g" SCRUB OAK 13- SCRUB OAK 1-f77SCRUB OAK 8" SCRUB OAKAPINE e" SCRUB OAK OAK 123.91....`�.".'�"""�SET 1/2" IRON N68 45 00W 10%86(FIELD) 0PIPE, CAP LB3672 10" PINEJ1- 10" WATER OAK } 8" PINE 9" PINE 9" PINE 7" CHERRY 8" PINE �c TWN VE OAKP TRIPLE 12" LIVE O!� I, 7" PINE yO, � j 5" PALM 9" PINE 6" PINE -0O TRIPLE 11" LIVE OAK �6" PINE: EX. 'SANITARY M.H. -xj'� "-1. 6" PINE TWIN 10" SCRUB OAK u— — 7" PINE PINE PIS — — 6" PINE SITE GEOMETRY AND UTILITY PLAN -• 8" PINE 6" LIVE OAK \ 9" PINE 8" PINE \ — — -5-C10- PINE — 9" PINE \ \ Project No.:I Drawing 0301--09 Scale 1" zz 20' RICHARD C. WELCH, P.E. 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UPLIFT (LOS) I CONNECTION ro-465 (I) 5 W/ (4) SdI NC7 -� 0-745 — Ci HS wl 15) loot x I-i/2"/END. 465-930 (2) H5 U1/ (4) 8d/ENO/EAS 945-1000 !2) HS W/ 15) loot x 1-1/2VEND/EA. _ (1) H1H161465 W/ (10)10d x 1-1/2" TO TOP PLS 0-1000 16 0-1000 _ (I) 177512 W/ (l) 10d x 1-1r2"/END STUD WALL SPECIFICATIONS - HT. (FT) STUD SCHEDULE _ 0-7' 2x4 "2 5FF STUDS mO GIS" 7P� 2x4 "2 6PF STUDS m 12" O/C L-0. 2X4 °2 5YP STUDS m 12" O/C 2x6 "2 SPF 5TUD5 m 16" O/C Iia" 2x6 "2 PF STUDS N 16" O/C MSTA24 W/ (9) 10d/ENPA ON STUD (2)2x4 02 SYP r AAGFMP.I V /TYIM A a UFAnrW A m All 1 BLOCKING (TYF-) n " OVE=RHANGS IN EXCESS OF 10" AND UP TO 24" nc,.aVGrS t JIJ.G DBL, TOP PL, WITH (2,445 W/ 68)Sd. OVl;RHANGS PER CALLOUT ON SPH4/6 /8 _LAT HEADER PER STRUCTURAL PLAN !ALL FRAMING MATESIAL TO ala l2I 5PH4/6/8 PLAN) OR TRUSS FOAPA/TECQ�R�1Tl I0" OR LESS USE 2x4 SYP OUTH (1)45 R AT 24" BLOICK SHEATHING EDGES o/c WITH (UN5 W/ laJBd 112 2YP EXGEf= A5 NOTED. 02 5 fil WITHIN 4' OF GABLE TRUSS PF LAYOUT IF fiY5 dZ. MEATI-IINCs IS NAILED }I �t f 1AY BE USED IL.O. r' 2 SYP ONLY CORNER OF INTO 701 fE_A_SBEI`1E3LY 4 FASTEN SHEATHING TO FRAMING AT 3° o/c IF BOTH 51pE5 OF FRAMING IS GARAGE I NEAeE=t� wi ru RdWo ON EDGES, 6' a/c IN FIELD W/ Sd, 5PH4//(o16 Te�)Fm /8 is u2"o/G tt a 1��o/c 8d NA, _ 91 SHEATH G PURLIN BOTTOM CHORD OF ALL LENGTH CONNECTOR 0-7' 11II II 5W8 7P� -AN ALL A CHPORD OF ALL (1) HI6 OR MT512 > 14' IN IHr_ t~VkN1 IHC wNCF2i=I� CONTRACTOR OMITS THE I -I I/8" 2x4 "2 5FF STUDS m 10" o/C 0-T45 (I) H6 UJ/ (51_i_�I-I2/ENDgx -- 0 -I0' -I I/8" 2x4 112. 5PF_�TUD5 to �. (2) MSTA24 W/ 2x4 "2 5YP 5TUD5 m 12" OIC PJ -II' -I I/8" 2x6 02 SPF STUDS m 16" O/C -145-1000 (2) HS W/ (5) 10d x i-1/2"/END/EA. 0-1000 _ (1) HI6%WI05 lU/ (10) 106 x I -I/2" TO TOP PL. PL, 0. 2 - /8 2x6 "2 SPF STUDS-� -1- CORNER OF I -STORY (6) i-1/4" GALV. ROOFING AFA RATED SHEATHING TO TRUSSES WITH 1x4 5YP NG NAILS m EACH SHILE - - (I)C616 O/C w/ (3) 10d 6 SWEATING: REGI -DI WALLS < 15' LONG: NAIL THROUGH A.P.A. RATED SHEATHING HPAHD22 EMBEDDED TRU55 - U.N.O. (9A0d/END/STRAP m 5A END OF HEADER UN.O- I II 4-1/2" EMBED EPDXIED G'ARA'GE (2) *2 SYP TOP fP_. FASTEN W/ (2) MATCH ROOF SHEATHING TRU55-TO-e CONNECTOR 51 E PERPINDICULAR TO TRU-56E-5 m ROWS 10d 12 "a/c (UN.O.) MIN. 24" LA SPH4/6/8 m 32"o/0 09 TRUSS-TO-fP-'rONNECTOR SEE W/ (12)10d IN LAP, WOOD+Tie RODS W/ INTO NO. 2 5YP FRAMING W/ ad AT 3" STRAPS, IT 15 ACCEPTABLE 3"x3"111/8" WASHER m 4"c/o, CONNECTOR 3 8 SWEARWALLS (3)CSI6 II SPF STUDS EMBED EPDXIED ALL STRAPS TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF -- 24" O/G w/ (3) loot NAILS AT STUDS PER PLAN THREAD. O.G. AT ALL EDGES AND INTO EACH PLY TO SUBSTITUTE (U M5T48 5W2 HaLD poWNS FOOTING (SEE TYPICAL WALL SECTION) PER TA51-E EMBED EPDXIED ALL STRAPS 11 II THREAD W/ 3x3xl/8" CONNECTOR. TRUSS OR RAFTER EACH TRUS5 - UN.O. WASHER ' OF EACH DOUBLE INTERIOR PLATE, 12" SERIES FLAT 9TRAP PER WALL SHEATHING SHALL BE 7/16" SHEATHING NEED QNLY h O.C. ELSEWHERE. HPAHD22. FACE MOUNT THE A.P.A. RATED SHEATHING WITH 8d r-QyEL3LOWER tE DF YOP� 211 J'2 SYP p�3L .TOP PL, !SLOPED) 5PF STUDS W - W STRAP TO THE FOUNDATION NAIL5 AT 3" O,G. AT ALL PANEL I I A55EMOLY IFa ALL EXTERIOR WALL SHEATHING 5PH4/6/8 � 32"0/C OR FOR OTHER UPLIFT HARDWARE WITH EITHER (4) 1/2"0 EDGI=6 AND 8" O.G. IN FIELD ALM ARE PROERL Y SHALL BE 1116" A.F.A. RATE[? WOOD4Ties RODS m 4'0/C (2) 2116 '12 SYP TOP ft?. FAB i~N W/ SHEATHING WITH 8d NAILS A7 (7" AND CONNECTIONS, SEE TYPICAL EPDXIED ALL THREADS W/ (TYP-UN.O.). SHEATHING PANELS II II NAILED TOGETHER 1/16" A.P.A, DATED SHEATHING WITH (2) ROWS 10& m i2" O.C. fUNO.J MIN. O.G, AT ALL PANEL EDGES AND w/ 3x3x1/5" WA5HERS. WALL SECTION AND TYPICAL HEADER FRAMING DETAIL. 4 1/4" MIN. EMBEDMENT OR (10) 3/10' 011 13/4" TAPGON SHOULD 13E ORUENTED PERPINpICULAR TO FRAMING II I B) TFaJ$-5 CWE!aL SAPS ARE ATTACH 7O BOTH FE'S adNAILS m 0" o/c ALONG ALL PANEL EDGES AND a" o/c IN FIELD, BLOCK 24" LAP W/ (12)106 IN LAP. 5PH41&19 a" O.G. IN FIELD (TYP-UN-0.). SYP ANCHORS. FASTEN STRAP TO MEMBERS, UN.O. I/2" CsYP ALL EDGE -5 !CONTINUE STUDS 4 SWEATHING 0 32" O/C Q9 WOODITie RODS SD 6' SHEATHING PANELS SHOULD BE I/2"0 x 4-1/2" )~MBEDMENT WEDGE SIL ("2 SILL (TYP) AT DOUBLE INTERIOR STUDS W/ (20A6d. JACKS PER PLAN TRUSSE5/RAF7ERS FOUND TO UNDERSIDE OF OUTLOCKERS) OIG W/ 3113x1/a" WASHERS. ORIENTED PERPINDIGULAR TO ANCHORS QB EPDXIED ALL 51LL5/PLATES/BLOCKING, NAIL II II SHEATHING TOM ORIENTED pERP- FRAMING MEMBERS IF EXTERIOR THREADS a 32"o/c W/ 2X2Xi18" FINISH 15 STUCCO, UN.O. WASHERS OR WOOD1Tte RODS m FWOOD1Tle FIRST PLATE TO SECOND PLATE W/ !2) ROWS 12d COMMONS AT 8" O.C. MIN. 3 KING STUDS EACH I CEILING WEIGHT VARIES t0 FRAMING MEMBERS, UN.O. SYP PT BOTTOM tE w/ 4"o/c. WOOD'Tte RODS m 02 SPHd/6/B m 32" O/C 4B INTERIOR SHEARWALLS ADD RODS m 6' O/C. EITHER 24"o/c SHOT PINS OR 16d SIDE PANEL HEIGHT TO WIDTH REQUIREMENTS HPAHD22 W/ (23)166 70 STUD ASSMEI3LY NG F�EFt: BIDE OF OPENING SIDE of OPENING WHEN USING 2X6 FRAMING, 5 KING STUBS EACH SIDE WHEN U51NG 2 A FRAMING UNA II PURCLIN BOTTOM CHORD OF ALL 7INMIC 5 WITH 1x4 SYP P£R'PINDICULAi2 TO [2Ai=TER-TO-tk CONNECTOK2�.�• LENGTH CONNECTOR 0-7' (t) i-15,HS,WI6, O�2 MT512 '1'- 14 -AN ALL A CHPORD OF ALL (1) HI6 OR MT512 > 14' 5 PLAN FX-IT 2"0119" EMBED Ate. w/2"112"xl/8" WASH CASE HARP NAILS m 18"O/c. ANON BOLT(B) 32" o/c QR I/2"0 WOOD1Tle RODS m OR 5H T PINS O/C W/ EITHER SHOT PINS w 24" O/C w2 6YP PT E30TTOM f2 PER TAIL E/511 R 166 CASE HARD5 m IS" O/C, JACKS 1' AND SHORTER MAY h ert) MIN. w APPROVED TRUSS -TO -IE CONNECTORS T- UPLIFTS 1000 SEE STRUCTURAL0-5'-I PLAN. 6' 1'-91/2" 1 -14 -AN ALL A CHPORD OF ALL 4' - - - It HT, (FT) STUB SCHEDULE X WOOD,Thq ROD TRUaa5E5 m 24" O/C w/ (3) /2" ANCHOR BOLT AS (2" MAX. FROM 106 1NAILb A7 EACH TRUSS - PER TYP, WALL SECTION, JAGK/STUD5) �Ip4HL)22 NOT REar) 4" SLAB W/8"x8" THICK- II II UNC• II II MSTA24 W_ (9) 106 II II NAILS/ENp ro EA 51p1" OF II II EA, STUD ABOVE m THIS LOCATIONIF EKED EDGE DOO II II HEADER 4 JACKS TO CONT. UNDER DOOi� II fl USE (4) 10d IN LIEU OF 02r�ITL WALL LENGTH > =L' II it HEADER r� - -� - , !SEE DETAIL 6/5721 FINISH TRUSS-TO-fE CONNECTION , /.. a ° � RAPE4 TYPICAL WALL 4 "° 4 GRAPE TI �— —� -� ___ ---- _ -- I I—[—I I—L - I I IT CONN£GTIONS: i -PEAK- TO II': 2X4 5TUD5 0WI,4 x WI.4 WWF L CONCRE71; MINIMUM X77 jjTjjj 777 p7 p�_00 F51 COMPRESSIVE ;ll! -Tim ~~-'~»~»»»_- — " ! t I—III—I I I—FINISH OR FliBERMESW_jjj_�_�j TO -STUD, TO 14 s 2x6 SFF*2 GRAOE� ` ° WATERPROOF BARRIER RENGTH 28 DAYS/ ��` t='j—"'j�jTj �7 _� j_�7T _, t --�_ r� r-7L�-7t=1tl 5H, E- FOUNDATION fP 16:2x8 SYP"2 FOOTING TO BEAR ON UNDISTURBED 501E H7T22 W/ 5/5"0 ALL �— FOOTING (SEE TYPICAL WALL SECTION) THREAD (5 I/2" -� I I -I �= NOTE: MASONRY STEMWALL MAY BE USED IN LIEU Or MONOLITHIC FOOTING, INSTALL ANCHOR SOLT,IF USED, WITHIN 8" OF EMBEDMENT) (TYP) � � �= I =�• TtT T - BEARING WALL ENDS AND WITHIN a" OF DOOR OPENINGS IN IBEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR A REINFORCING ANIS DIMEN510NING OF FOOTINGS. N T A ITT NA METAL T N ST1 TYPICAL WALL SECTION sill 51 8 - 5=)ECIAL 5NEARWALL DETAIL sT1 TYPICAL GARAGE DOOR OPENING DETAIL STI ;GABLE END BALLOON FRAMING DETAIL i/2" 1'_/�y111 11211 z 11- 11 1/211 ; 11-011 1/211 - 11-011 1/16" A.P.A. OR TECO RATED APPROVED TRUSS -TO -IE CONNECTORS T- UPLIFTS 1000 SEE STRUCTURAL0-5'-I PLAN. HOLD DOWN m 5NE2 IN ADDITION STUD WALL SPECIFICATIONS 1 -14 -AN ALL A CHPORD OF ALL UPLIFT (1-55) CONNECTION -45- - - - It HT, (FT) STUB SCHEDULE 8�__ 0;4}65 (IT W/ (41 d/END-.-_ I -I I/8" 2x4 "2 5FF STUDS m 10" o/C 0-T45 (I) H6 UJ/ (51_i_�I-I2/ENDgx -- 0 -I0' -I I/8" 2x4 112. 5PF_�TUD5 to 465-930 (2) H5 W/ (4)!4)_66/END/E=A. 2x4 "2 5YP 5TUD5 m 12" OIC PJ -II' -I I/8" 2x6 02 SPF STUDS m 16" O/C -145-1000 (2) HS W/ (5) 10d x i-1/2"/END/EA. 0-1000 _ (1) HI6%WI05 lU/ (10) 106 x I -I/2" TO TOP PL. PL, 0. 2 - /8 2x6 "2 SPF STUDS-� -1- 0 -TODD (IJ MT512 W/ (1) 10d x 1-1/2"/END I -STORY 1/16" A.P.A. OR TECO RATED LENGTH PURI BP HOLD DOWN m 5NE2 IN ADDITION SHEATHING ON ROOF DECK 1 -14 -AN ALL A CHPORD OF ALL (1) 1416 OR MTS12 WITH 8d NAIL5 AT 4" O.C. AT SEE PLAN TRUSSES WITH 1X4 ALL SUPPORTED PANEL 5YP HOLD-DOWN. EDGES AND B" O.C. IN FIELD. RE -ENGINEERED ROO PERPINDi I -STORY (6) i-1/4" GALV. ROOFING TRUSS OR RAFTER 6 sl 2 TO 7RU5SE24" NG NAILS m EACH SHILE - - (I)C616 O/C w/ (3) 10d 6 SWEATING: REGI -DI WALLS < 15' LONG: NAILS A7 EACH (BLOCK PANEL EW 15:5) TRU55 - U.N.O. DOUBLE STUD 5 m EACH END OF SHEAR WALLS I 4-1/2" EMBED EPDXIED (2) *2 SYP TOP fP_. FASTEN W/ (2) ALL THREAD 4 3113x1/8" ROWS 10d 12 "a/c (UN.O.) MIN. 24" LA SPH4/6/8 m 32"o/0 09 TRUSS-TO-fP-'rONNECTOR SEE W/ (12)10d IN LAP, WOOD+Tie RODS W/ TRUSS SCHEDULE FOR 3"x3"111/8" WASHER m 4"c/o, CONNECTOR 3 8 SWEARWALLS (3)CSI6 II SPF STUDS RAFTER -TO -I£ CONNECTORS LENGTH CONNECTOR HOLD DOWN m 5NE2 IN ADDITION (1) H5,H8,HI6, 09 MT612 1 -14 (2) H6'9 j$ HV5 oS (1) 1416 OR MTS12 7 14' SEE PLAN SI -W4/6/8 m 32 o/d OR WOODOTie RODS W/ 311113"xi/8" WASHER m 6"a/c "5TR4PPING, fi? CONNECTORS, CLIPS, A09 ANP/0F2 WOOD'TEe ROpS ARE NOT REOV JACKS 1' AND SHORTER MAY A.P.A. OR TECO RATED a INTERIOR BEARING USE (4) 10d IN LIEU OF SHEATHING OVER 5PF STUDS UJAL1_5 5UPPC)RTING TRU55-TO-IE GONNECTION ONLY 1=LooR LOADS. STUD WALLS WITH BRICK VENEER 16WI 4 60 SWEAR WALLS REQUIRE MIN, 48" OVERLAPS W/ MIN. (241.131x3" NAILS m TOP PLATY SPLICES OR (2) 2x4 1'2 SYP OUTLOOKER MSTA24'¢ W/ (9) 10d/END, CENTERED ON EACH SPLICE. r� OVERHANGS < i6" m 24"o/c W/ (U H5 e EAGW HEADIER PER STRUCTURAL K I-. OUTLOOKER TO TOP CHORD OF GABLE TRUSS ® PLAN OR TRUSS LAYOUT 571 571 BLOCK 5NEA7HI11NG EDGES 'OVERHANGS ieo y 24" m 16"O/c W/ (2) H,5 m EAC NAIL THROUGH A.P.A. OR TECO RATED SHEATHING WITHIN 4 HE GAEB1-E TRUSS OUTLOOKER TO TOP CHORD OF GAt3LE TRUES INTO µ0, 2 SPF FRAMING PER SWEAR FASTEN SHEATHING TO FRAMING WALL TABLE. it 12,t'15TA24 W/o"aAVd /END AT 3"/6" OO. W/ 8d NAILS, BUILT-Ui=' OR BOXED COLUMN MAY SWEAR WALL 8d COMMON HOLD DOWN m 5NE2 IN ADDITION NAILING TO TYP. WALL SECTION (A/STi 4 SU,J# SPACING 15/STI). WOOD'TIE ROD MAY BE USED IN LIEU OF ANY SPECIFIED HOLD-DOWN. A.P.A, OR TECO RATED SHEATHING FASTENED TO I -STORY 2 -STORY FRAMING PER SWEAR WALL TABLE (I)C616 SW 6 8 REGI -DI WALLS < 15' LONG: STRAP (BLOCK PANEL EW 15:5) (2) 6PW4/6/8 W/ 1/2110 x DOUBLE STUD 5 m EACH END OF SHEAR WALLS I 4-1/2" EMBED EPDXIED ALL THREAD 4 3113x1/8" HEADER KING STUDS MAY SERVE - WA5HER WITHIN 3" OF A5 DBL STUDS AT THE ENDS OF 5TUD5/5PH4/6/8. ' SWI 3 8 SWEARWALLS (3)CSI6 EMBED EPDXIED ALL STRAPS STUDS PER PLAN THREAD. (2)6PW4/6/8 W/ 1/2"0 x 4-I/4' (21Gb10 5W2 HaLD poWNS FOOTING (SEE TYPICAL WALL SECTION) PER TA51-E 16WI 4 60 SWEAR WALLS REQUIRE MIN, 48" OVERLAPS W/ MIN. (241.131x3" NAILS m TOP PLATY SPLICES OR (2) 2x4 1'2 SYP OUTLOOKER MSTA24'¢ W/ (9) 10d/END, CENTERED ON EACH SPLICE. r� OVERHANGS < i6" m 24"o/c W/ (U H5 e EAGW HEADIER PER STRUCTURAL K I-. OUTLOOKER TO TOP CHORD OF GABLE TRUSS ® PLAN OR TRUSS LAYOUT 571 571 BLOCK 5NEA7HI11NG EDGES 'OVERHANGS ieo y 24" m 16"O/c W/ (2) H,5 m EAC NAIL THROUGH A.P.A. OR TECO RATED SHEATHING WITHIN 4 HE GAEB1-E TRUSS OUTLOOKER TO TOP CHORD OF GAt3LE TRUES INTO µ0, 2 SPF FRAMING PER SWEAR FASTEN SHEATHING TO FRAMING WALL TABLE. it 12,t'15TA24 W/o"aAVd /END AT 3"/6" OO. W/ 8d NAILS, BUILT-Ui=' OR BOXED COLUMN MAY SWEAR WALL 8d COMMON HOLD DOWN m 5NE2 IN ADDITION NAILING TO TYP. WALL SECTION (A/STi 4 SPACING 15/STI). WOOD'TIE ROD MAY BE USED IN LIEU OF ANY SPECIFIED HOLD-DOWN. EDGE FIELD I -STORY 2 -STORY WALLS � 15' LONG: NONE -WALLS (I)C616 SW 6 8 REGI -DI WALLS < 15' LONG: STRAP (2) 6PW4/6/8 W/ 1/2110 x 4-1/2" EMBED EPDXIED ALL THREAD 4 3113x1/8" WA5HER WITHIN 3" OF 5TUD5/5PH4/6/8. ' SWI 3 8 (IJ4TT22 W/ 5/8"0 x 5-1/2" (3)CSI6 EMBED EPDXIED ALL STRAPS THREAD. (2)6PW4/6/8 W/ 1/2"0 x 4-I/4' (21Gb10 5W2 3 a EMBED EPDXIED ALL STRAPS THREAD W/ 3x3xl/8" WASHER ' FROM BE=AM TO POST BE U DIN LIEU OF 4x4 OR 6XCn, CE=NTER STRAP m JOINT UN.O. ON STRUCTURAL (41 .131x3" E O 00s END A.PA. OR TECO RATED PLAN. USE 4ply "2 SYP OR 5ply r2 BPF 2x4 m CH SHEATHING TO MATCH BUILT-UP COLUMN ILA 4x4 NAIL5 OUTLOOKTO TOP B, ROOF SHEATHING PT '7 5YP 4x4 POST USE 5ply 112 5YP QS 5ply "2 SPF 2x6 GABLE TOP CHORD -COLUMNS GREATER BUILT-UP COLUMN IL.O 6x6 THAN 10' QR THOSE 2X [--BRACE ON GABLE VERTICALS AS SUPPORTING SPECIFIED SY TRUSS MANUF, (MIN, 2x4 02 ENGINEERED WOOD> U SPF W/ 6"o% ,131x3" NAILS m MAX 24110/c). PRODUCT: USE Pi' 02 SYP T 116 POST, ON BTSTRUCTURAL,STRUCTURAL,FLAN PLANT r -' — '-' .,- ..- GABLE TRUSS — � — — r r !21 `2 SPF 2x4EA, COMER aj 1�� 5�f 4x4 POST. l3J rl SP1 --,r 211 -B TNG I A Np 7 CLIP END OF LATERAL BRAGS TO eA5LE T M 2x4'6 m CORNERS DIRECTLY A R POINT OF GAB E "X„ BOTTOM CHORD WITH (2) H5 CLIPS. F05T TO SLAB CONNECTICNI BENEATH BEAM WHEN 6x6 15 do B CES (NWAFZ IIN, 8' 4 AT W EA r�ASLla BOttOM CHORD TO TOP fz W/ M6tAl8 WITH ABU44 OR A5U66 W/ I REQ'D• DJACENT TRU5 W/ (3).13N3 " (12) 166 C 1/2"0x4 1/4" EMBED HTTI6 4 5/8"0x5-1/2" MAX "X" FCI 5 ACI Cs STRAP W/ (1) 10d/END m 48"o/c OR ,131x3" TOE EPDXIED ALL THREAAD QgI EMBED EPDXIED < 4/12 FI1C = a'o/c NAILS t0 TOP H'_ m 3"O/c-STAGGERED AS REQ -D. (1) HTTI6 4 5/5"0 x 5-1/2" ALL THREAD a '2 SYP LEDGER FASTENED x 4/12 < 1/12 1 CH = 6'a/c 1110" A.P.A. OR TECO RATED SHEATHING W/ 8d NAILS EMBED EPDXIED ALL - -- EACH QS TO Irb" o/c STUDS w/ .131x3" r` ] 1/12 PITC I = 4'ole m 6" O.C. ALONG ALL PANEL EDGES AND 8" O.C. IN THREAD. �__ ALTERNATIVE A5 GUN NAILS m EA STUD FIELD, BLOCK ALL EDGES !CONTINUE SHEATHING NOTES: SHOWN ON (TRU55-70-LEDGERT, TO MIDPOINT OF GABLE BOTTOM CHORD) 1) 5/1v" HARDI-PANEL IS PERMITTED AS SUBSTI7U710N c e I - STRUCTURAL PLAN. CONNECTOR SPECIFIED FOR RATED SHEATHING ON EXTERIOR ° ° BY TRU55 ENGINEER) -� WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. BEAM ABOVE �L�\� Z2x4 1`2 SYP LATERAL BRACE AT 48"o/c, IF FIRST OUTLOOKER 15 MORE 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY \//\/� � /\//�\�/�\//.• � 1/16" AP.A. OR (3) .131x3 NAlll.S THROUGH BRACE INTO THAN 32", FROM FASCIA, USE IF SHOWN ON THE FRAMING PLAN. REFER 70 DETAIL N!/\\/\y\/\ \ \� I TECO RATED fit= C,ER 4 GONNETION SCHEDULE ( EACH TRUSS }BOTTOM CHORD, EXTEND (2)2x4'9 m FIRST OUTLO R ONLY / / / / % l�Z T�R1156) D/STI, \\��\\ FOOTING (SEE FOUNDATION SHEATHING W/ RVM 0-116,.._..2x6 W/(5) NAILS m 8ACH I7TUD, BRACE TO FOURTH INTERIOR TRJ59. FLAN FOR SIZE)EFI 6'/12"o/c 8d • 111-1241-2xa w/(8) NAILS m EACH STUD, \� NAILING - 4 SIDES MSTAI8 STRAP m . ¢ OPTIONt SECURE BRICK VENEER 3) HT722 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH RV" 1242-1862_2x12 WA 12) NAILS m EACH STUD. ALL EXTERIOR WALL SHEATHING HPAHD22 W/(23)10d I 48"o/c QN ,131x3" TO WOOD FRAME w/ GALV. TIES a °2 5YP BOTTOM P W/ (2) ROWS OF 106 SHALL BE 1/16" A.P.A- RATED T`I'P- PORCH POST 4 ALT- BOXED TOE NAIL5 16"a/c HORIZONTAL 4 32"olc NAIL5 m 12"old, aT46GFRED. SHEATHING WITH ad NAILSAT (o" I R, - VERTICAL O.C,ATALL PANEL EDGESAND 5I4EAR WALL 65SEMBLY DETAIL DEA"f FRAMING DETAIL I COLUMN DETAIL TRU56 LEDGER DETAIL 5Ti GABLE END BRACING DETAIL all O.C. IN FIELD (TYP-UN-OJ. 3/4" T4G PLYWOOD - SHEATHING PANELS SHOULD BE STI�1'-0'1 111�iI-01' I/2" = 1'-011 NAIL SHEATHING TO BOTTOM 5 0"l6"alo lod NAILS 4 GLUE ORIENTED PSRFINEMBER IF EX R TO AND BAND BOARD PER REQ'P W/ LIQUID NAIL OR E=QUAL. FRAMING 16 MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH 15 STUCCO, UN.O. (2) .131x3" NAILf3lfOE-NAIL5 FROM NAEER TO HDR OR JACK ''-STUD, TRU55 TOP CHORD -� STRAP ACROSS JOINTS IN - - USE 4a" STRAPS I.L.O.—'. HAND BOARD W/ !I T"ISTA24 SPECIFIED 40" STRAPS tICODITI£ ROD FROM ABOvE, W/ (9) 10d NAILS / END IF LOOR DEPTH, IP 10" HORIZONTAL 2x4 SPF 02 SECURED TO BEAM VIA HTTI6 W/ !NOT REQ'D WHEN USING HEADER PER BLOCKING EIT N TRU55 (I5)16d NAILS, MIN. NAIL BREATHING TO TOP fE WOOp1T1E RODS) STRUCTURAL EE (41106 m KING WG70p1TIE ROp THROUGH � ° BEAM SECURED VIA WOOp�TIE ROD 4 PER REQ'D SWEAR WALL STUD -TO -HEADER, CONT 2x4 (MAYBE OMITTED IF (1) M5TAI8 15 USED C:ENTERLINEOF BEAM W/ -� (1) HTTI6 W/ (18)16& (MAY BE ROTATED EDGE NAILING PLAN EACH END AND _ FROM 5LOCK-To BLOCK ACROSS EA. TRUSS) 3x3x1/8" WASHER 4 NUT. 180° To CONCEAL FLANGE) ATTACH 2ND FLOOR STUDS TO FLOOR TRU55 OR I -JOISTS II EACH PLY. tool m 6"o/c FROM 1ST FLOOR STUDS OR FLOOR UPPER FLOOR 57Up5 TO LOWER TRUaS-TO-ff' AND 16T FL Wl 4S LENGTH LO IF FLOOR STUDS OR LOWER FLOOR TRU,5 -TO-f CONNECTOR SHEATHA.P.A. OR TECO RATED DONT, 2x4 TO 2x4 It BEAM WITH 40" LENGTH OF 0516 ATTACH FIN OF WINDOW ad NAILS O.C. AT T OF � BLOCKING HORIZONTAL FLOOR DEPTH iE 16") OF C51 (2) 2 5YP TOP f)?. STRAPPING w/!Ii)i0d/END. SCHEEDULE FOR SPACING LU TPF L 2x4 SPF 6 STRAPS m 32" O/C W/ (11) 10 FASTEN W/ (2) ROWS 10d CENTERED ON FLOOR SYSTEM GONMNECTOR (SWEET STI) To PDR / NAILIER I (INTO FEV AND BOTTOM BLOCKING BTILN TF21J5 el/END (CENTERED GNI FLOORSFr 5TUD5 12"old W/ MIN, (12) 10d OB WOOD-TIs RODS m 4'n/G. IN !INTO HEADER). NO SPH'5 I SYSTEM) OR USE Uk7OD°Tie LAP IU.N.0.1 MIN. 24" LAP' 2x4 "2 SPF NAILER II REQUIRED W/ UPLIFTS UP ROOF SHEATHING RODS m 6' O/C (4' O/C m TO 1000"/TRU55, IF TRUSS INTERIOR WALLS) CONTINUE 5FF STUDS ALL. JACKS TO HEADERS )AGK AND KING 57Up5, UPLIFTS EXCEED 10001, QUANTITY/SIZE/GRADE/SPECIES A.F.A. OR TECO RATED MST, -.418 W/(6A0d IN QUANTITY PER CALLOUT EACH TRUSS MUST BE / WOOD 15EAM SHEATHING OVER 5FF 5TUD5 WEAIDER, (6A0d IN JACK. ON STRUCTURAL PLAN. CONTINUOUS 2x4 SPF 42 W/ (3) STi 1,1.11V 0D * T I BEAM CONNECTION AL TE RNAT I vE 5 OF STUD COLUMN SPECIFICATION CONNECTED TO THE ON STRUCTURAL SWEET 151 OR 1f2 5YP PT 507ToM tE w/ 5PH4/6/a m 1/2"0 x 4-1/2" EMBEDMENT WEE)GE II HEADER, SEE 91 131x3" NAIL5 70 EAGW TRUSS 32"o/c OR WOOD Tie RODS, ENGINEERING SHEET, VERTICAL 4 s 6"a/a .131x}8" 11 1 tl 52) THROUGH FLOOR SYSTEM TO m 6'0%. ANCHORS O EPDXIEC) ALL Bow WINDOW II TRUSS TOP CHORD r» -^ NAILS TO INTERMEDIATE i/2 FOUNDATION AND ADD (1) CSlro THREADS m 32"o/c W/ 2112x1/5" OPTION FASTEN ADJACENT BLOCKING. ADD (1) MSTAI8 FER PLY ACROSS FLOOR WASHERS OR WOOD+Tie RODS 10 SYSTEM (OR WOOD'Ve RODS „ 4"old. WOOD•TIe RODS m FAeTEN ADJACENT KINGS KING$ AND JACKS W1 (2) CONT. TO FOUNDATION). I/2"0x1" EMBED A.B. w/2 112"xl/B" INTERIOR SHEARWALLS ADp ANC) JACKS W/ (2) ROWS IE ROWS OF Tod m 8"O C. STRAP / 1) 0d/ENp m E WASHER AT EMBED OR 1/2"0 WO- 11 EITHER 24"ole SWOT PINS D$ Ira& OF'10d m 8"O.G, HEEL/END VERTICAL SPLICE lcoN7. 2x4 MAYBE = _ OF 10d C3J ROWS OF 106 NAILS m RODS m 6'o/c W/ SHOT PINS m 24"O/c WOODITIE ROD ADJACENT ` - 4) QOWSTAGGERED,5I m B" O.C., STAGGERED A5 OF TRUSS s OMITTED IF !I) MSTAI8 15 I)5ED I` • M I` N 3 * SHOWN, £T PLY. FROM 5LOCK-TO BLOCK T I` CASE WARD NAILS m 18"a/c. TO KING STUDS EACH SIDE ACROSS EA. TRUSS) (U ROW OF 10d NAILS m 0" O.C. ° 1/4" OFF 4 OF 2x6, OR 166 CABS WARDS m 18"O/c. II OF OPENING ] ro'-0" 57AG5EREp, WITHIN 3/4" OF °. ,,, OPENINGS GREATER THAN 9/16 A.P.A. OR TECO RATED 4 , STI ' CENTERLINE OF 2x4 d.' 3 3 ALL ,JACKS TO BOTTOM SHEATHING W/ 6"/8"O/c ad NAILS �� r -�- ° ° ° ' fe,o 51HP4/6/8 PER JACK 6' USE 1/2"0 OR 3/8"0 -BLOCK ALL PANEL EPGE6. E ANCWOR5 AT 48' O.G. OR FINISH ° j ? < °4 1/4"0 TAPCON6 AT 32" OC. .1 11/2Io s t GRADEIT" � ° 6 x 6 - W1.4 x WIA WWF �. OR NBERME5H 1' ,I� ° N. WATERPROOF WATERFROoF - -ALL CONCRETE MINIMUM TRU55-TO-R CONNECTOR} DOUBLE~ TOP IE OF WALL 41 BARRIER 2500 P51 COMPRE561VESEE TRUS6 SCHEDULE FOR STRENGTH 28 DAYS., OPTING (SEE TYPE (PTL A 4 B / STI) FOOTING TO BEAR ON UNDISTURBED SOIL TYP FOUNDATION Y,��2 "mNOTE! MASONRY 6TEMWALl. MAY BES USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR BOLTS DETAILS)(IF U5ED) WITHIN 5" DF BEARING WA.L ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING5TUD5 /SWEAR WALL2=9 " aR sYP 2X(P 2li 1 5/8n WALLS, SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING of FOOTINGS. TRADiTIQNAL" METAL G52NN1rGTOWOOL7�Tfo ANGHORIN��Roos 02 SPF OR SYP .2X•4 PLATBUILT-UP COLUMNCOLUMNS NGTa. UP To W-11 I/8" � SNF OR $YP2x8 M BRACING OF TRU55 HEELS B BUILT -UF' COLUMN BUILT-UP COLUMN K571 MULTI -STORY TYPICAL FALL SECTION 571 TYPICAL OPENING FRAMING DETAIL - U.N,O. 571 (0\/ER 1�" TALL) AT BNEAR 4u,4LLCJ PLATE FIGTv.IUP 70 12'-I 1/S' FASTEN 5HEATHNG-TOPLAN -P05Tw/MENad's 0 PLIES. PL.ATr= HILTS. UP TO 20r -7l' � 12" O/C OR GYPSUM -TO -POST W/ MIN 5d'a q 4" O/C COLUMNS ._JAC 1/211 Iz 11-0" 1/211 z 1'-'0'1 1/211 a 11-011 � IONS � STUD CONN tf MULTIPLE PLY P05T CONNECTIONS --- COLUMNS. 57UC7 TRU55 BOTTOM CHORD MAY TOP PLATE MAY 5E A5__92EMI3LIE8 CORI�VE1R POST I=TC. BE BRACED WITH EITHER (1) WOODITIe ROD ADJACENT TO STUD POST IF PORCH BEAM 19 NOTCHED TO ALLOW PORCH 1/211 - - 11 -0u THE 1x4 METHOD OR THE CONVENTIONAL LUMBER (2x8, 2x10, 2x12, ETC), (1) WOODITIE ROD BEAM TO 5E LET IN TO BLOCKING METHOD. EITHER ADJACENT TO EACH eaIDE OF FOOT IF PORCH BEAM 15 WALL PROVIDE-[) THAT (U ROOF SHEATHING SUPPORTED EDGE METHOD 19 ADEQUATE AND ENGINEERED LUMBER (LSL, LVL, PSL, ETC.) 2x4 112 5FF POST 15 ADDED NAILING PER PLAN DOES NOT DEPEND ON THE TO EACH SIDE OF PORCW DETAIL To 5E' FOLLOWED AT ALL The WOOD*Tie Anchoring Rod System consist of vertically Oriented%" diameter, A307 threaded steel rods OVERHANG DIMENSION. 5EE TRUSS ENGINEERING FOR MAX BEAM 70 SUPPORT TOP IE. LOCATIONS WH45RE EXTERIOR WALL secured to the foundation via an embedment of not less than 4-1/4" into 2,500p,51 concrete with an edge o/c SPACING OF 5RACING-5EE PORCH EBEAM MAY BE NOTCHED IN ADDITION, !U WOOD -Tis RUNS BETWEEN& TO PARALLEL TRUSSES, distance of 2" (3" when 2x6 framing is used) and secured with Simpson AT Acrylic -Tie two-part epoxy, or NO, 2 SYP 2x CONT, TO TRUS5 4 H.I B. 91 FOR ADDITIONAL TRU55 AROUND TOP PLATE PROVIDE=D ROD SHOULD 15E INSTALLED 11OP PLATY W/ .131X3" - MATCH BRACING INFORMATION. ROOOF/FLOOR other two-part epoxy with equal or higher allowable tension loads For the identical application two-part epoxy. 11 I/4 MAXATHE TOTAL DEPTH OF THE BEAM 15 55 M A $IDE S PORCH TRUSSES The rods, a single, continuous rod or rod segments coupled together, culminate direct! above the to late EDrsE NAILING SPACING OF B p g Y pp 130TTOM CHORD OF TRUSS (UP TO A 2x12) SHEARWALL 5WEATHING S 9 -IC -T UNLESS NOTED ON THE BEAM AND CU MSTA24 with a 3"x3"x I09a or 1/8" thick steel washer and out where it secures the plates against vertical movement. STRUCTURAL SWEET 91. SHOULD 5E ATTACHED TO (EdITHER 6"o/c OR 3"a/c), v (i) SIDE OF EACH TOP le The nut should be tightened until the washerehows the slightest example of deformation (about 25 Ib*ft of Ix4 SYP CONT BRACINGGENTEREp ON THE JOINT. torque), At exterior walls, one W00D*Tte rad should be installed at each comer post - on the side of the post w/ (2) 10d TO EA TRU55, 2X4 112 SPP with the SHEATH TRU55 CLOSEST TO overlapping upper -most top plate -and at not more than six etori center thereafter. Openings INTERIOR WALL Ell/ 1/16" A.PA. OR DO NOT SPLICE - OVERLAP LEDGER w/ greater than six feet in length should have one WOOD*Tie rod placed at each side of the opening. At interior TECO RATED SHEATHING W/ Bot m 3" JOINTS MIN (2) TRIJ95E6 (4) .131 X 3" walls, one WOOD'"Tie rod should be installed at each comerpost • on the side ofthe post with the O.C. AT ALL EDGES AND 12" OC. IN NAIL POST To TO EACH overlapping upper -most top plate - and at not more than four feet on center thereafter, Additionally, ifne, THE FIELD -BLOCK ALL E=p6l=9 VINYL SPOFFIT PORCH HEADER INTER5ECTING other hold-down is present, a WOOD *Tie rod should be placed at each end of each shear -wall segtuent if the (MATCH NAIL PATTERN SPECIFIED I L 2x4 °2 SYP TOP FE? W/ (1) ROW OF TRU55 end ofthe segment does not coincide with a comer or opening. For two-story walls, walls over III high, or FOR SHTN'G m 5H, BELOW). SWI AND 3/8" APA PORCH BEAM, ,131x3" NAILS m 2" MEMBER - g p g' g , O/C. USE WHEN certain other applications when a single, continuous threaded rod can't be used, a coupler should be used to a/c rod w/ 6" 5EE BOTTOM NAILS m join two or pore pieces of rod together to create a continuos path from top plate to foundation. The coupler SW2 WALLS ONLY. EDGE DP 211 NEED 007 Bw OR 6d STRUCTURAL CHORDS ON EACH should be low -carbon steel with across -sectional area of not less than ,20 square inches, ideally I%` long X FLUSH W/ EOG£ OF TOP f3. 2x FAS SaDFFi7 To 1x4 NAILER w/ !2) 106 V!~R 16 OR got TO 1x4 SHEET 51 FOR DIFFERENT TRUSS DR l 1/I ti", Each rod should be threaded not less than /x into the coupler and the two rods should make contact at 211 L FASC1 DR e EA 16" O/C STUD 1 „ MTL FASG:IA THRU. Irv" MAX NAILER 4 211 MINIMUM SIZE. SEE DETAIL A/a FOR STUD SOFFIT 701 711 FASTEN CHANNEL TO FRAMING, PAOCIA SIZE/SPACIN6 REQUIREMENTS. HEIGHTS ON LEDGER or near the middle of the coupler and be tightened so as to provent the mnvenmcnt of the coupler or either FASCIA w/I 91DING OR MASONARY VENEER w/ OPPOSITE TO threaded rod. APPV'D NET 0.4 APPV'D FASTENERS MAX m 6" a/c. NET O.H. 61DES OF BLOCKING, At exterior walls, APA or TECO rated sheathing, or 5/16" flardi-Panel should be applied to one side of the FA5TENEFRS m WALL. wall. An additional row of 8d nails (6d with Hardi-Panel) should be placed at 6" o1c into the top plate MAX 6" odc. OVERHANG DETAIL FOS l3J .131x3" assembly i SWEARIIALL CSHEATHING 4 y n addition to any other nailing specified for securing the sheathing to the forme. TOENAILS m At exterior wall applications CONNECTORS PER PLAN OVEf3} IANG�OVEF2 16" NET / EACH en 'cations where the WOOD Tie Anchoring Rods are used to a) resist roof uplifts, b) resist PORCH N'G NOTE, STUD POST - Iply 2x4 "2 SPR POST _ / overturning moments, c) resist lateral wind loading (perpendicular to the wall), and d) distribute shear -wall OVfERHANG DETAIL FOR 5H£ATW PORCH CLN'G(6) w/ PER PLY OF PORCH !BEAM FOR 2x4 "2 SPF BLOCKING TO loads (parallel to the wall), additional intermediate shear connectors are required. The intermediate shear „ 3/8" APA- RATED SHEATHING BLOCKING m TOP PLATE 1 OViERWANGS TO Id N� w/ 6 "/12" o/c 6d OR 8d NAILS. CONVENTIONAL LUMBER aply 2x4 24" O/C. OF EXTERIOR connectors maybe either/2" diameter X 4'/a" embedment threaded/epoxied rods or %a" diameter X4" BLOCK ALL PANEL EDGES. °2 SPF POST PER PLY OF PORCH WALL embedment Powers Fasteners Blue -Tip Wedge -Bolts, located at or nearmid-points between WOOD* BEAM FOR ENGINEERED LUMBER AnchoringRods, but in no case more than 48" from any two anchor combinations; or 1/4" diametcrX 1'/' EXTERIOR embedment TapCon anchors or .163" (or larger) diameter X l'/2" embedment power -actuated fasteners, WALL located at or near third -points between WOOD*Tie Anchoring Rode, but in no case more than 32" from any CONTINUOUS WOOD BRACING two anchor combinations. NOTE: THIS INTERIOR 54EAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE SWEAR WALL RUNS PARALLEL TO THE 7F2U66E6. THIS 15 AN ALTERNATIVE TO At each side of the shoeplate joint, any one of the four intermediate shear connectors outlined in the CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. IF THE HOUSE ISTIED DOWN USING�» preceding paragraph may be used to secure the plate and prevent horizontal movement. The shoe-platejoint Cis N POFCH BEA" I TO STUD CONVENTIONAL STRAPPING, REFER N E RU65 5LOCKINGfastenershould be located within 6" ofthejoint. C TO THE 51 STRUCTURAL SHEET FOR q The typical maximum allowable tension load for each unit is 3,6754 at interior locations and 2,943# at ALTERNATE INTERIOR SHEARWALL FRAMING 5TI TRU55 BRACING 4 OVERHANG ALTERNAT1vE5 5t1 WALL DETAIL PORCH BEAM CONNECTION ^STI DETAIL exterior locations, when installed asdesigned. When a3"edge distance is used with 2x6 framing, the typical 1/411 11-011 St 1 DETAILS. maximum allowable tension load for each unit may be increased to 3,4996 at exterior locations. I/2" --1 I_0tt 3/811 = 1'-0" I/2" :� 1'-t?t1 STRUCTURAL GENERAL NOTES - CODESZ 2001 FLORIDA BUILDING CODE (FBG) ASCE 1-98 1997 NDS CaENEIRAL Ar Design is void after two years from original date of issue,, unless updated to acceptable codes and practices at that time. 0 -Do not scale. Use dimensions From the architectural plan. Notify engineer immediately if discrepancies are foundt between plans. C_AII details shall be in accordance with instructions from manufacturer or designer. CL All temporary shoring shall be the responsibility of the contractor. FouN2AT101q: A- This design has been completed in accordance: with pertinent standards, recommended design soil parameters, arnd accepted enginessrirtQ design pre3ce3dures, ana is kaa$.sci can the kaest informati;;n avanak:�le at the times eaF completion. The dd�3eign is intended to minimize differential movement resulting From the heaving of expansive soil or settling of subsurface soils. It miust be recognized that Foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condltllon and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions abovae Floor slabs, and Finish work above the floor slabs, etc. B Design has been bayed on a non• -expansive soil with an allowable soil bearing capacity of 2OW pot. Active EFP-- 30 pcF (level backslope). G. Backfill adjacent to foundation walls shall not be placed until the walls -have sufficient strength and have been anchored to the floor system above or adequately braced to prevent damage to the wall. D Refer to the Geotechnical Engineer's report for all soil requirements For this site. I- All Poundatlon pads shall be Formed to proper dimensions as indicated on the drawings and centered on column or wall. F The location of Foundation Jogs, steps and top of wall elevations and connections are critical to Foundation performance. These Items are shown on the: plans but may change during the actual construction. As a result, this design can not address prroper foundation configuration unk'.ss stated specifically on the drawings, CONCRE TEr A, Detail reinforcement in accordance with ACI 315-50 (Revised 1985), Detailing Manual, Minimum concrete cover Torr reinforcement shall be as follows: 1) Concrete cast against earth 3" 2) Formed concrete exposed to earth or weather 1-i/2" 3) inteeriorp slabs, I.ualls 3/4" B Minimum compressive design strength of concrete used For foundations and slabs shall be 25" POT a 28 days. C, Reinforcing steel shall conform to ASTM A.615, grade 40, 0. Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner lbars shall be used. Minimum lap of reinforcincg shall be 40 bar Citameters, but not less than 20". E All concrete operations, including but not Limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, and tasting shall be done in accordance with the requirements and application of AGI 301-84 (55), "5pecifioa.ticans For Structural Concrete". I= A-Framincg lumber shall be as follows or better: 2 x Rafters/Beams/Joists 42 SYP ISio M.C. I -Joists Provided by TrusJoist, or equivalent. Enginesred Beams Provided by TrusJoist, or equivalent. Plates 612 S,rP IS%, M.G. 9tud5 02 SPF 11 i% M.C. - Typical - Unfess Noted Otherwise Stud Grade SPF IS% M.C. (2x4 up to 8'-I 1/6", one story residence only except partially enclosed structures) I",AII nails shall be type "Common" unless noted otherwise. Options to using common nails are as follows: 12d=10d=0.131"x3" Gun Nails 6d=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3, I.E.: Sd 0 6"/12"(o/c becomes .0999"x2 1/4" a 4"/8"o/c.) C Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE 1.98, and/or 199"1 NDS referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used to place of nailing!. D Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in Iieu of spec i f i ed., compone=xlts. EAI( exterior walls to be sheathed with min. `1/16" O.S.B. with Sol a 6" o.c. along panel edges, 12" o.c, in Field (8" Witth partially enclosed structures), except as noted on Structural plan. Encgineaesred componets (trusses, I -joist, etc.) shall be installed per manufacturers specifications 4 directtos. G -All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HI5-91 spaced not more than 16 Feet O.G. and not more than 41 from end of continuous lateral brace. 5TEEL" A. Detail, fabricate, and erect steel according to AISC 115pect Pica t ion For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th Edition, B Structural steel -shall be - Except as below ASTM •A3ro Pipe A5TM A53, Type E or S, Gr, e Tube ASTM A500 C All bolts shall be A301 unless noted otherwise. D All welding shall be by a certified welder. MA50NRr: A. Concrete block, shall have a minimum compressive strength, f'm of 15" psL Masonry shall be laid up using type 5 mortar only, Any masonry in contact with earth shall be granted full, Grdut 5h611 have a minimum compressive strength of 30", plif. B All concrete masonry operations, $•hail be done in accordance~ with the provisions of the latest applicabl<a reeco)mmendations of the ACI Manual OF Standard Practice. C Lap all vertical reinforcing a minimum of 20". D Provide horizontal Joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM 452 and ASTI"•i 4161 TYPE 304. CONC 15I,AP W/ 0<49XV/IV WWF SLOP 3/411 X 1211 OVER 6 MIL VAPOt@ BARRIER OvER GLEAN, WELL COI' PACTEp, TRr=ATlnC7 FIL EXF'. JOINT AT CxAt�iApddR VARIES-_.-^-----�_-T--��_� ,FLASHING MUST PASS THROUGH DRICK VENEER 9 A LEVEL BELOW Fs. CAN NOT BE USED FOR OTHER WORDS UNLESS 411 CONC SLAB W/ 6X&XIO/10 WWF EXTEND FLASHING BELOW SHOE PLATE OVER 6 MIL VAPOR BARRIER OVER II IIII" 1111 �" -==III H-= CLEAN, WELL COMPACTED, TRI;TED FILL _ PULL ALL INTERIOR WALL DIMENSIONS FROM OUTER EDGE SLAB. =111 II I l I TI I_1 -I I I_I CONT. - ]-STORY IT I I I RI I I I =III 1='I I III (2)05 OR (3)04 CONT.- 2 -STORY I I I NEIT —_ I M IL VAPOR BARRIER =IIII= I- l l lel�- 11 L. I I 1=0 I I I- i-�I I �- I I I i I K —III 1STORY " III i - _11 1 I I 12 •. _--'- (D-4 CONT. _ 2 T�i�� I—III III-�- IIID—IIII^ TUCCO STOP TURNED DOWN EDGE Io5EARIN� STEP DOWN 0& 4" CONS SLAB W/ 6X(oX10/10 WWF vert ca I cOSt rI ' �ct l an OVER 6 MIL VAPOR BARRIER OVER VENEER 4 FOUNDATION WALL W/MORTAR ORGROUT, CLEAN, WELL. COMPACTED, TERMITE 4" CONC SLAB W/ 6XroXI0/10 WWF TREATED FILL OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TRIIEATE FILL VARIES i ------- `~ �� -- - -- -- �� _III--;,,IIIi7 STUCCO ADDENDUM _�� -1 111=1 I I I- I I I I -1 I I it I l i MIL VAPOR BARRIER I= 1 I I �I 111 Mill t SII -_-(1)114 coNf. kHIM 5TEF DOWN 11 NON -LOAD BEARING � TURNED DOWN EDGE 4" CONC 5LA5 W/ &X&Xl0/10 LLWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL 211 HEADER 13LOGK OR FORMED & CAST a DRAWN BAM,RW STEP DOWN SCALE NOTED VARIES . . -----_r�•�� . _TYP. SLAB =1 I _ _ • • • � � � _- -I I I I� �_ �.� _• I I� I I I I �I I I I Ii 111- I l l=-1 I - I I I I---1111-111 I I I = =1 I I II II I I ISI I I T (2�4 CONT. _ i_STORY _I�I!I �II_r-�_ _ ;III=�I!_II �I i t l� �! I I� I I I ISI i l l �l 1 1 1 -III I I=1 I i =-t YPICA_L FOOTING SEE =mill I_I�I I I I FOR iS SIZE/ :I (2)5 OR (31"4 CONT. FOR IIII:IIIII -1�" - 9 -STORY I II I I REINFORCEMENT Lill=-=�11� -- I STORY 'I 2Y) INTER.►OiR BEARING iz (III�IIII�IiII 5TIEEM )ALL &TEF DOWN 4" CONC SLAB W/ 6X&XIO/10 WWF MARBLE" SILL OVER 6 MIL VAPOR FARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL $11 MAY VARY TILT; (SEE? FOUNDATION HAND TOOL ALL CONTROL JOINT TOOL I" DEEP WHILE CONCRETE PLAN) IS WORKABLE -��•° I� I � •.I I -III MIN, 13 5UN r=N 51_IOWER DETAIL CONTROL JOINT STANDARD FOUNDATION DETAILS STOP LATH AND VI FOR YaRB;AL WAIL, GQNNtQTION, STUCCO COPN9P BEAp I" BELdW 4' LONG SLAB W/ 6X6XiOIIO UAIJF FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OVER \ CLEAN, W LL COMPACTED, TRIVATED FILL. SLOPE---- GRADEDIMENSIONS ARE MIN, DISTANCES `~ i CLEAN COMPACTED 1 ' • • SAND FILL. Fl- LU/0 5RICK W/ BRICK _ W/O BRICK 12" WIDE~ w/ (2,14 CONT, W BRICK 20" WIDE (INCLUDING LEDGE) W/ (3J*4 z STORY W/o BRICK IV' WIDE W/ (3)04 OR (2Y'5 CONT. W/ BRICK 24" WIDE (INCLUDING LEDGE~) W/ (4)04 OR (a)"5 i TYPICAL POUNDATION Dt_=TAiL SEE 5TI FOR VERTICAL WALL CONANECTION. 5 1/2" �> 1/2" WIDE CONC. SILL TOP AT MAIN STOP LATH AND 51 -AB LEVEL. TOP TO GARAGE FLOOR `STUCCO CORNER AGRiEs* MAX S 1/2" (HEIGHTS EXCEEDING BEAD I" BELOW WIDTH RECD ADDITIONAL ANALWSIS) FINISHED FLOG 4" CONS SLAB W/ 6x&xl0/10 WWP OVER 6 MIL. VAPOR 5ARR15R OVER CLEAN, W LL COMPACTED, TRiEATED FILL SLOPE _ GRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION DIMENSION$ AR IN, DISTANCES @__FO_UNDATION AT GARAG'•E 1-1/2" RECEE66 $LAB 3/4" FOR SGD 4" CONC SLAB W/ 6X6X10/10 UUF OVER 6. MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED :SAND FILL TYPICAL FOUNDATION 3 FOUND, AT 5.G,D, (4" CONC SLAB W/ 6X&XI0/10 WWF OVER 6 MIL.. VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL TYPICAL FOUNDATION FOUND, AT DOOR BILL �aLOP1w----------•-- GROUT SOLID GRADE AROUND PIPE -! CLEAN COMPPACTED SAND FILL 8" MIN. - DEEPEN FOOTING * CHASE TYPICAL FOUNDATICON LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTH. UTILITY CNA5E 5 - MONOLITHIC FOUNDATION DETAiL5 THESE DETAILS ARE INTERCHANGEABLE WITIH THE STEM WALLS FOUNDATION DETAILS. STOP LATH AND SEE 5Ti FOR VERTICAL WALL CONNECTION. STUCCO CARNE 4� CONC rv-LAE', W/ roX(aXiO/10 WWF BEAD I BELOW OVER 6 MIL, VAPOR L3AgRlEg Ov�R FINI��I�❑ FLOO CLtAK LUELL COMPACTIMD, TREATED 1 -ILL MAY BE USED AS BRICK LEOG �- - -- ------ SLOPE: GRA I I (I) "4 REBAR CONT. a HEADER COURSE o Cr --I l l lr 41 ( 1 STORY DIMEEN$IONS ARE 2 STORY -'- 1 STORY W/ 2 OR LE35 COUR9E3, t4 • • •• a POUR STEi•1WALL SOLID OR USE 10"x20° FTN'G (TYP. VERTICAL REINFORCEMENT)$ 04 DOWELS ID CORNERS 4 4S /c THEREAFTER - BEND ALI- DOWELS,,' TOP 4 BOTTOM, EMBED III I I ISI I MINIMUM 6" INTO FOOTING /12" INTO SLAB MAX, STEMWALL HEIGHT: (5) (ROUT ALL CELLS W/ REINFORCEMENT) a" COURSES WALLS i (,r7) a" I STORY F0011mr. F21ZE' COURSES HIGH REQUIRE W/O BRICK 16"x8" W/ (2)04 CONT. ADDITIONAL ANALYSIS a W/ PRICK 201'x8" W/ (3J14 OR (2,05 CONT. REINFORCI=HENT. 2 s__Tgg_ w/o "RICK 20"x10" W/ (3,04 OR (2)1 CONT. W/ BRICK 24"xlO" W/ (4J"4 OR (3,*5 CONT, 1 TYFIC,4L FOUNDATION DETAIL+ MAX. 2 COURSE5 ABOVE SLAB LEVEL. SEE STI FOR VERTICAL WALL, CONNECTION, (1)"4 CONT, IN SOLiD GROUTED U -BLOCK COURSE TYPICAL. 5LA3 .TYP. VERT. RE INE. _ I -I -TYPICAL FOOTING - 6EE I/ST2 FOR , I I SIZE/REINFORCEMENT 111-1i=_iII!�-1 I I_I II I I If I I I I�I I I I ... _�I I NEI =11!1 �,.�...• .:••.:.. -=11 _ =� 2 FOUNDATION AT GARAGE OVERLAP SLAG RECE5$ SLAB 3/4" FOR 1 1/2" THRESHOLD DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) TYP. SLAB LSI I I i� I i I!I1 !1! ! i-�___ �ilEE TYPICAL. FOOTING - SEE I/ST2 FOR SIZE/REINFORCEMEN _ I ! I=III : ,. •.' .:. ..: Ia �-! � ! — ! I !•=lam ' , .• ,. = : ••., �! I ! !_= IQ I IIII =IIII IIII FOUND, AT S.Gf), HOLD HDR_'E3L< TO OUTSIDE 1 1/2" TYP. SLAB _I�I I �I _�_ • - `TIIII TYPICAL FOOTING - 5EE 1/5T2 I �.1 �I I I I- EINFORCEMEINT II ;;-III �'-� �. • ... :IIII' =!I!!� . ._...... ••IIII----..I IIII= ! ! ! !�! 4 FOUND,• AT DOOR BILL (I)"4 x V-0" OVER 6"x8" CHASE IN CONC. BLOCK STEM WALL,. 71ISI i - - ---i GROUT SOLID AROUND PIPE TYPICAL FOOTING - SEE I/ST2 FOR SIZE/REINFORCEMEN ,mow 5 UT I L I T`T" CHA5E STEEL WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANxEA5LE WITH THE MONOLITHIC FOUNDATION DETAILS THIS DOCUMENT 16 AN .......... INSTRUMENT Of= ENGINEER'S SERVICE I" AIR SPACE - - STRUCTION OF PROJECT AS TITLED BELOW, INFORMATION DERIVED ,FLASHING MUST PASS THROUGH DRICK VENEER 9 A LEVEL BELOW Fs. CAN NOT BE USED FOR OTHER WORDS UNLESS AUT1-4C)RIZEC> B"1' THE ENGINEER WITHOUT EXTEND FLASHING BELOW SHOE PLATE y� F Ou y� 1d a t } . I on j I O t e� EXTERIOR WALLS HAVE THE EXTERIOR � SHEATHING FLUSH WITH THE FOUNDATION. METAL OR PLASTIC (POLY) FLASHING Wood Ver 4y 1 11 c O r J t r u c t 1 o n PULL ALL INTERIOR WALL DIMENSIONS FROM OUTER EDGE SLAB. WEEP HOLES m 40" O/C , .ca shown atOp rai un ci a t I on 3/4 (NOM.) STUCCO OVER LATH 4 PAPER 1/4" GAP BETWEEN SHEATHING 4 CONCRETIw Z .6 Orta i Is. For clarity. wood, _ L• GRADE Builders TUCCO STOP OfJsacks®nville CIM U/ i c F O r other 5 t r u c t u r a I LIGHT GOAT MASONRY "DRESSING" TO FILL BLOCK VOIDS AND/OR HONEYCOMISS FILL VOID BETWEEN BRICK ----- vert ca I cOSt rI ' �ct l an Tel W4,1-12-6100 VENEER 4 FOUNDATION WALL W/MORTAR ORGROUT, a cGepta b le See 5T 1 For �l FILL SOLID FROM FOCTING TO UNDERSIDE OF FLASHING < I �1�5e STUCCO DETAIL 15 BRICK DETAIL 14 STUCCO ADDENDUM BRICK ADDENDUM STOP LATH AND VI FOR YaRB;AL WAIL, GQNNtQTION, STUCCO COPN9P BEAp I" BELdW 4' LONG SLAB W/ 6X6XiOIIO UAIJF FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OVER \ CLEAN, W LL COMPACTED, TRIVATED FILL. SLOPE---- GRADEDIMENSIONS ARE MIN, DISTANCES `~ i CLEAN COMPACTED 1 ' • • SAND FILL. Fl- LU/0 5RICK W/ BRICK _ W/O BRICK 12" WIDE~ w/ (2,14 CONT, W BRICK 20" WIDE (INCLUDING LEDGE) W/ (3J*4 z STORY W/o BRICK IV' WIDE W/ (3)04 OR (2Y'5 CONT. W/ BRICK 24" WIDE (INCLUDING LEDGE~) W/ (4)04 OR (a)"5 i TYPICAL POUNDATION Dt_=TAiL SEE 5TI FOR VERTICAL WALL CONANECTION. 5 1/2" �> 1/2" WIDE CONC. SILL TOP AT MAIN STOP LATH AND 51 -AB LEVEL. TOP TO GARAGE FLOOR `STUCCO CORNER AGRiEs* MAX S 1/2" (HEIGHTS EXCEEDING BEAD I" BELOW WIDTH RECD ADDITIONAL ANALWSIS) FINISHED FLOG 4" CONS SLAB W/ 6x&xl0/10 WWP OVER 6 MIL. VAPOR 5ARR15R OVER CLEAN, W LL COMPACTED, TRiEATED FILL SLOPE _ GRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION DIMENSION$ AR IN, DISTANCES @__FO_UNDATION AT GARAG'•E 1-1/2" RECEE66 $LAB 3/4" FOR SGD 4" CONC SLAB W/ 6X6X10/10 UUF OVER 6. MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED :SAND FILL TYPICAL FOUNDATION 3 FOUND, AT 5.G,D, (4" CONC SLAB W/ 6X&XI0/10 WWF OVER 6 MIL.. VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL TYPICAL FOUNDATION FOUND, AT DOOR BILL �aLOP1w----------•-- GROUT SOLID GRADE AROUND PIPE -! CLEAN COMPPACTED SAND FILL 8" MIN. - DEEPEN FOOTING * CHASE TYPICAL FOUNDATICON LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTH. UTILITY CNA5E 5 - MONOLITHIC FOUNDATION DETAiL5 THESE DETAILS ARE INTERCHANGEABLE WITIH THE STEM WALLS FOUNDATION DETAILS. STOP LATH AND SEE 5Ti FOR VERTICAL WALL CONNECTION. STUCCO CARNE 4� CONC rv-LAE', W/ roX(aXiO/10 WWF BEAD I BELOW OVER 6 MIL, VAPOR L3AgRlEg Ov�R FINI��I�❑ FLOO CLtAK LUELL COMPACTIMD, TREATED 1 -ILL MAY BE USED AS BRICK LEOG �- - -- ------ SLOPE: GRA I I (I) "4 REBAR CONT. a HEADER COURSE o Cr --I l l lr 41 ( 1 STORY DIMEEN$IONS ARE 2 STORY -'- 1 STORY W/ 2 OR LE35 COUR9E3, t4 • • •• a POUR STEi•1WALL SOLID OR USE 10"x20° FTN'G (TYP. VERTICAL REINFORCEMENT)$ 04 DOWELS ID CORNERS 4 4S /c THEREAFTER - BEND ALI- DOWELS,,' TOP 4 BOTTOM, EMBED III I I ISI I MINIMUM 6" INTO FOOTING /12" INTO SLAB MAX, STEMWALL HEIGHT: (5) (ROUT ALL CELLS W/ REINFORCEMENT) a" COURSES WALLS i (,r7) a" I STORY F0011mr. F21ZE' COURSES HIGH REQUIRE W/O BRICK 16"x8" W/ (2)04 CONT. ADDITIONAL ANALYSIS a W/ PRICK 201'x8" W/ (3J14 OR (2,05 CONT. REINFORCI=HENT. 2 s__Tgg_ w/o "RICK 20"x10" W/ (3,04 OR (2)1 CONT. W/ BRICK 24"xlO" W/ (4J"4 OR (3,*5 CONT, 1 TYFIC,4L FOUNDATION DETAIL+ MAX. 2 COURSE5 ABOVE SLAB LEVEL. SEE STI FOR VERTICAL WALL, CONNECTION, (1)"4 CONT, IN SOLiD GROUTED U -BLOCK COURSE TYPICAL. 5LA3 .TYP. VERT. RE INE. _ I -I -TYPICAL FOOTING - 6EE I/ST2 FOR , I I SIZE/REINFORCEMENT 111-1i=_iII!�-1 I I_I II I I If I I I I�I I I I ... _�I I NEI =11!1 �,.�...• .:••.:.. -=11 _ =� 2 FOUNDATION AT GARAGE OVERLAP SLAG RECE5$ SLAB 3/4" FOR 1 1/2" THRESHOLD DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) TYP. SLAB LSI I I i� I i I!I1 !1! ! i-�___ �ilEE TYPICAL. FOOTING - SEE I/ST2 FOR SIZE/REINFORCEMEN _ I ! I=III : ,. •.' .:. ..: Ia �-! � ! — ! I !•=lam ' , .• ,. = : ••., �! I ! !_= IQ I IIII =IIII IIII FOUND, AT S.Gf), HOLD HDR_'E3L< TO OUTSIDE 1 1/2" TYP. SLAB _I�I I �I _�_ • - `TIIII TYPICAL FOOTING - 5EE 1/5T2 I �.1 �I I I I- EINFORCEMEINT II ;;-III �'-� �. • ... :IIII' =!I!!� . ._...... ••IIII----..I IIII= ! ! ! !�! 4 FOUND,• AT DOOR BILL (I)"4 x V-0" OVER 6"x8" CHASE IN CONC. BLOCK STEM WALL,. 71ISI i - - ---i GROUT SOLID AROUND PIPE TYPICAL FOOTING - SEE I/ST2 FOR SIZE/REINFORCEMEN ,mow 5 UT I L I T`T" CHA5E STEEL WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANxEA5LE WITH THE MONOLITHIC FOUNDATION DETAILS THIS DOCUMENT 16 AN .......... INSTRUMENT Of= ENGINEER'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED BELOW, INFORMATION DERIVED MOM TN15 iNSTPUMIrNT CAN NOT BE USED FOR OTHER WORDS UNLESS AUT1-4C)RIZEC> B"1' THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL RiGHTS. E !D1✓SGiRiPTIC7N 2 _ �1• _ Builders RrSlSource OfJsacks®nville Desi,JnCenterjnc. 550 Roosevelt 51vd Jacksonville, Florida 32244 Tel W4,1-12-6100 Fax 904.311-2635 'vllJlI �l L_p__I L LL i� Ci DRAWN BAM,RW CHECKED LA1- SCALE NOTED DATE 1/11/02 JOB NO. STANDARD TRUSS DETAILS— ETAILS •e v .'� ..'�1 � � • Vim. 1, 21415 � STATE OF ° 16 g F Q/ ...... PLAN F0 UNE) SHEET Bios Uvu-.,U zakL 0 0 ,/ M 0 0 C 05 1012212002 ( to 57 (arae _Q,Q LA. 1 2 3 EIr RIGHT SIDE ELEVATION GABLE OPTION 1/4"=1'-0" PLATE HEIGI ENTRY ELEVATION GABLE OPTION 1/4"=1'-0" REVISION AM 4 1 5 1 REAR ELEVATION GABLE OPTION 1/4"=1'-0" BEACHES HABITAT LEFT SIDE ELEVATION GABLE OPTION 1/4"=1'-0" Al Mm A C C-1 //as- Chud Lk) LjLj D 5, LLj L� "BARISONE INCH ON E AC H E S HABITAT SHEET 38 1g Q ---I. ORIGINAL DRAWING DATE April 2002 #1103 C 0 R N E L L LANE L i PROJ IF NOT ONE INCH ON THIS SHEET, ADJUST Exterior Elevations (GABLE OPTION) No. SCALES ACCORDINGLY .-.� 10/22/2002 05:00:42 PMS //as- Chud Lk) IIaS Cavrr�ll {.RhQ �o 0 p) N oN 00 n 1 c l/OS CD�/lelL ,�lte. 4 1 PREPARED FOR BEACHES HABITAT UR r PALM C,R ,, "'tai ,.1\ I -fit At.E � — COVE�AE� NG 0 LANUINC: � �%�" �'j LA D m ir1 C)1t n "� `,1 �• SDR WINDRIFTbu�' .!(Ic CI \ % ,/ t.A'i tf /� q Jp� 'V' i i lr'.rr S FEA I-WRWQO [� H 1H 1 AS ICU cx �r as N f11�i :, 3'f' •I ° NY y� �.A g ( rh 1,� >F Ci>"t Ft 0� q �r - 6 5 I�.,s v.le�v r�artitRWt)au' cr ,, -+ r1 c RAL s!' r l <trk > 7 9 -i coclunA NIUF7K`1 t:UVE +�� `� i w UIL1.hrro 5Y..;� ` i ti r d�o-•VR-D- �t �C?i`t�E1�3.. �E. �s� t yWEC �. � c�l� x �, cN < �" � -•� v ?�iarvsl�"�; Caurcl�rt5 UH¢tl a C RCH a wI(sID'`'. mom;. i j pts v r Urs 7 n 8 tG' Ut~1 V' p park,0°&7 PINE , _ " Wt,tk,s.�+,�� , -.ISLAND* E �' �'( .=': , 8 h. DAX o Rq W'C��t;`rts p ST 40 �1;4ftvII s'%LC*►pKEST '/1 vy Q w R r (%! YlL'itll'�rl�l'A I C v 1VtEl1$Q -' ; t> r,,nrt t7 ,rrlf. ECI . T h„I(r7, .RICHARgSgN AGK Z! 12 ' rw t i i LSV%L.: -• / J rp cr, t it i k a -- `�.' -,:< F- wl R `� *c :�F.t A Rt n I-810'mk KEY h- W y i; F 1� E t PELICAN KEY N fn fn intri to tr1 d t �'' �: A �� p I LIttLE CYPRESS KEY fn P yrs t..•� rn! :3 PLA "t LP. I t, �-Fira &- Police StA. E - .a v > J ft ry ` r . P(3 9E�'F N urr / - 1 r t" ; -1c1ic Cirrtct . < ,\� czG W cq r SA c ! ' t"[ :-.?� m t (;rntsn:unity (M'tr Av ., �( Q _yT rte. m •,� �n ; }� "� �y t C1ME P(. �, 1TLA x ~ C� '�1, \ C 2 HALL PL � "r I 3 YUCCA Pl r-- * Wr r ! r D 'l. ale p 1.fli P l i , ° a. q �q1y ��. ST 5 COCOA PL uj dQ v 1 B ELIZABETH pi. -T �q I D9� IST 7. CiAttLAaaln FAL. h`p 1, 4 9 TWIN PL 1 ..-._ 9 AZALEA Pt, ts; MAIM PA- �.-._ tIHOSEPL Aaza PR ECT- I I 7i., ' ' 10 . . . . . . . . . 1-"' ZXA } ` ° -' •�I 'tL� �4 ti . 1 '3r� � .' TEll4(l�le~iuUCD}ll. q}fST-+��A l dit`k~��UiiCpLj,UVUI SALTYINU C(A 6 , j 20I mart r2 SAND CASTLE WY 3 WINDSWEPT CIR w '' p0 a �.4x 4 SUNRISE CIAAirf !�T a SUMMER SAND OR 'F�!"i{.1%.i' Y K P r. '� ) N ti t�Y Rr r�� htE B BAND DOLLAR CIR g � ,y RO � 4 � 7 JERKS C7 F:i Et1 : � c! � a �� rs ..: I' C1 � LA �.. � y, �� Srt�^ 1•.� 8 SECLUDED W00gS LA , r 1 t n >~ L � C_it� ftTL ST; "�c N MAYFiE Lf.AN 1N I 4 \ �� tl Put 9 GLICKSTEIN CT 7 i VICINITY MAP N.T.S. CONNELLY & WICKER INC. CONSULTING ENGINEERS 1711 S FIFTH STREET JACKSONWLLE BEACH, FL OR/OA 32250 (904) 249-7995 * FAX (904) 241-1126 12605 EMERALD COAST PARKWA Y WEST, SUITE J1 GEST//V, FL OR/DA 32550 (850) 8J7-4252 * FAX (850) 837--- 7804 C. A. NUMBER: 3650 INDEX OF SHEETS COVER SKEET PRE—DEVELOPMENT DRAINAGE MAP GRADING AND DRAINAGE PLAN SITE AND UTILITY PLAN PAVING AND DRAINAGE DETAILS WATER DETAILS SEWER DETAILS GENERAL NOTES Zoning Designation RG -2 Real Estate Appraiser No. 0S 177535-0000 177421-0000 177423-0010 Flood Panel No. 120075 0001 D Flood Zone ZONE X 0 1 2 3 4 5 6 7 8 ISSUED FEB 0 3 2003 CONNELLY & WICKER INC, CRA 0 T�gNTIC BEACH BUILDING & znNING 21 nq0 r 4 1 PREPARED FOR BEACHES HABITAT UR r PALM C,R ,, "'tai ,.1\ I -fit At.E � — COVE�AE� NG 0 LANUINC: � �%�" �'j LA D m ir1 C)1t n "� `,1 �• SDR WINDRIFTbu�' .!(Ic CI \ % ,/ t.A'i tf /� q Jp� 'V' i i lr'.rr S FEA I-WRWQO [� H 1H 1 AS ICU cx �r as N f11�i :, 3'f' •I ° NY y� �.A g ( rh 1,� >F Ci>"t Ft 0� q �r - 6 5 I�.,s v.le�v r�artitRWt)au' cr ,, -+ r1 c RAL s!' r l <trk > 7 9 -i coclunA NIUF7K`1 t:UVE +�� `� i w UIL1.hrro 5Y..;� ` i ti r d�o-•VR-D- �t �C?i`t�E1�3.. �E. �s� t yWEC �. � c�l� x �, cN < �" � -•� v ?�iarvsl�"�; Caurcl�rt5 UH¢tl a C RCH a wI(sID'`'. mom;. i j pts v r Urs 7 n 8 tG' Ut~1 V' p park,0°&7 PINE , _ " Wt,tk,s.�+,�� , -.ISLAND* E �' �'( .=': , 8 h. DAX o Rq W'C��t;`rts p ST 40 �1;4ftvII s'%LC*►pKEST '/1 vy Q w R r (%! YlL'itll'�rl�l'A I C v 1VtEl1$Q -' ; t> r,,nrt t7 ,rrlf. ECI . T h„I(r7, .RICHARgSgN AGK Z! 12 ' rw t i i LSV%L.: -• / J rp cr, t it i k a -- `�.' -,:< F- wl R `� *c :�F.t A Rt n I-810'mk KEY h- W y i; F 1� E t PELICAN KEY N fn fn intri to tr1 d t �'' �: A �� p I LIttLE CYPRESS KEY fn P yrs t..•� rn! :3 PLA "t LP. I t, �-Fira &- Police StA. E - .a v > J ft ry ` r . P(3 9E�'F N urr / - 1 r t" ; -1c1ic Cirrtct . < ,\� czG W cq r SA c ! ' t"[ :-.?� m t (;rntsn:unity (M'tr Av ., �( Q _yT rte. m •,� �n ; }� "� �y t C1ME P(. �, 1TLA x ~ C� '�1, \ C 2 HALL PL � "r I 3 YUCCA Pl r-- * Wr r ! r D 'l. ale p 1.fli P l i , ° a. q �q1y ��. ST 5 COCOA PL uj dQ v 1 B ELIZABETH pi. -T �q I D9� IST 7. CiAttLAaaln FAL. h`p 1, 4 9 TWIN PL 1 ..-._ 9 AZALEA Pt, ts; MAIM PA- �.-._ tIHOSEPL Aaza PR ECT- I I 7i., ' ' 10 . . . . . . . . . 1-"' ZXA } ` ° -' •�I 'tL� �4 ti . 1 '3r� � .' TEll4(l�le~iuUCD}ll. q}fST-+��A l dit`k~��UiiCpLj,UVUI SALTYINU C(A 6 , j 20I mart r2 SAND CASTLE WY 3 WINDSWEPT CIR w '' p0 a �.4x 4 SUNRISE CIAAirf !�T a SUMMER SAND OR 'F�!"i{.1%.i' Y K P r. '� ) N ti t�Y Rr r�� htE B BAND DOLLAR CIR g � ,y RO � 4 � 7 JERKS C7 F:i Et1 : � c! � a �� rs ..: I' C1 � LA �.. � y, �� Srt�^ 1•.� 8 SECLUDED W00gS LA , r 1 t n >~ L � C_it� ftTL ST; "�c N MAYFiE Lf.AN 1N I 4 \ �� tl Put 9 GLICKSTEIN CT 7 i VICINITY MAP N.T.S. CONNELLY & WICKER INC. CONSULTING ENGINEERS 1711 S FIFTH STREET JACKSONWLLE BEACH, FL OR/OA 32250 (904) 249-7995 * FAX (904) 241-1126 12605 EMERALD COAST PARKWA Y WEST, SUITE J1 GEST//V, FL OR/DA 32550 (850) 8J7-4252 * FAX (850) 837--- 7804 C. A. NUMBER: 3650 INDEX OF SHEETS COVER SKEET PRE—DEVELOPMENT DRAINAGE MAP GRADING AND DRAINAGE PLAN SITE AND UTILITY PLAN PAVING AND DRAINAGE DETAILS WATER DETAILS SEWER DETAILS GENERAL NOTES Zoning Designation RG -2 Real Estate Appraiser No. 0S 177535-0000 177421-0000 177423-0010 Flood Panel No. 120075 0001 D Flood Zone ZONE X 0 1 2 3 4 5 6 7 8 ISSUED FEB 0 3 2003 CONNELLY & WICKER INC, CRA 0 T�gNTIC BEACH BUILDING & znNING 21 nq0 I rn O I FEB O r7 O UD SUBMITTAL O Z m O It W U DEP JAN. 21, 2003 W CI TY FINAL z 2003 O V RICHARDC. WELCH, P.E. C6 7 L b O N w z J -o 0 Zx 0 U I FEB pop-.. UD SUBMITTAL DATE UJI It W Lu DEP JAN. 21, 2003 CI TY FINAL JAN. 311 2003 V RICHARDC. WELCH, P.E. C6 7 L b O N P.E. #40279 J J -o Zx 0 V S ! 0 us N � r , V � ^ � A� FEB pop-.. AGENCY SUBMITTAL DATE CITY JAN. 21, 2003 BY: pop - DEP JAN. 21, 2003 CI TY FINAL JAN. 311 2003 RICHARDC. WELCH, P.E. P.E. #40279 I I os Cauu LL 1,v STORM SEWER STRUCTURE TABLE STR. TYPE TOP INVERTS REMARKS No. 13 L.F. - 12" HDPE ELEV. PIPE ® 0,77%� 10 L.F. - 6" PERF 1 12" NYLOPLAST 10.90 N '12" = 5.40 - 23 AK DRAIN BASIN EXISTING TREE (S) 6" = 6.50 PINE 2 12" NYLOPLAST 9.80 (W) 12 = 4.90 - 14" }-+ 10' PINE DRAIN BASIN I 1{r.s PINT' S) 6' = 5.00 SILT FENCE CORE HOLE IN EXiST. STR. 12" HDPE INV. = 5.30- 1 LOT 6 13 L.F. - 12" HDPE - jk - - - EXISTING STORM SEWER PIPE ® 0,77%� 10 L.F. - 6" PERF HDPE PIPE ® 0,40% SI T 1/2" IRON T PI DE. CAP La3672 S 68'48'33" E .00' f N� 23 AK EXISTING TREE 1.� PINE 9 1?" WATER 1¢ 6' PINE 1� Vrl PINE jI 14" }-+ 10' PINE --�-ST.S. I 1{r.s PINT' SILT FENCE �! Ld tT• F'INf Li BASIN NAME CN = 79 1.3" Pit F. X 0.44 Ac. PO -A1 - „• �IN. o; �^ Qi F' t� C N= 84 0IF �• 0.33 Ac. 0301-'09 FFE-12.3 :L� Q�� J" WA TER OA,'04. z 64 L.F. N 6" PERF. STORM M.H.(�}7 �I 4� ATLANTIC BEACH VILLA UNIT No. 2 NOTE #1: 50' DRAINAGE EASEMENT Iii CORE HOLE IN I EXIST. STR.(UNOBSTRUCTED) I it I LOT 7 12" HDPE INV. = 4.60 LOT 8 Lar s LOT 10 20' DRAINAGE 122 L.F. I 12" HDPE ,PIPE ® 0.25% ix EASEMENT _ I Iw BDY-POA (UNOBSTRUCTED) 9 L.F. - 6" PERF. HDPE PIPE ®0.45% NG S6 '4 '49" �' .00' IELD NC 568441' B" u75.00' (FIELD) NcE NG 4 NC t IC STOF M M`: 13 PALM i6, PIN TOP 1.77 W TER OAK SET 1/2" IRON t IPE. CAP L83672 N.IN x4.29 f,%) �' - STORM M.H. S G 4.34 Topa 55, 1\1\.Z, �,�� "T•s.' 1" 1 5GfZU oA;E10AK � t L/1 W. NV 26 I T}! 1" P,Nt �.A+ 5.INVJ32 }_-- ii 46 L.F. N 6" PERF,012' PIN' Ot: (CRUD OA x 46 L.F. N PERF. I I ;6' P.NE HDPE PIPE ®0.45% 9` • OAKHDPE PIP ®0.45% 15' DRAIN ASEMENT 7' P y " pAN ��25" _IVE UAK �'7" 1 21,SCF CJSCRUB OAK 1 8" RUB O 5' DRAIN GE II 9�'''NE�{� 4 64 L.F, ^� 6 ERF. I PINE 1(O" SCR E AK 10" SCRUB OAK i EASEMENT PO-A� 1p" s un OAK �8" SCRut ( NOBSTRU TE I I HDPE PIPE ® 0.40% CN 89 SWMF 2 �( r C7 'r X" 6-,�ti CRUQ OAK - 1 (I 8' PINE 122 SCRUB OAK �/ SWMF 1 �. _ _ _ -- O.3 � Ac. �¢ NOTE 1 ` •�' T•II1N ., iU8 � � �---_-•- _._-�.._ # wl I '! \ 9` SCR(�8 OAt W8" GRUB OAK PAf.M 4. 1 2" SCRUB O K �p r� ac �I �� .a _� FFE=12.50] P E I" I INET 12" .GRUB OAKj 12" ATLI C AK OAK. � 1'` �• � Q "6" SCRUB ( K)1" SCRUB K WA -+3AK 20' WA R c K PIN C.O. •0• i�3` r FFE =12.50 WA FE "I I 1" Twin SCRUB u..K 5" LI O � � 8' PINE � {�? 160 o all o �3" PIrtE FFE=12.50 7` scRUE� OAK I I t j INV. = 5.25 ; R Fi uAK X d r • 6' 41118 OAK i3 'RU9 OAK j. ii ` F;rt: 22' d I ( 10'X10' RIP -RAP 0'AK 6" SC: UB OAK. �f R CK RUBBLE Z?0A ua ISCRUB PII ''r 1X-15' scRUB aAK INSTALL ROOFDR INS HDPE PIPE ® 0.40% �4- } 112" NINE pO _ FNOAK �INV. � 5.25 ;! 7" RUB OAK TO ROUTE RUNOF 14 ?INF C.O. C. 0. A rrJR, AK2. i �_ WAT._R 7` iINV. LJ ?.f S ,.I IPIN NEW CONCRE-TE--FLU �� s" SCR 13 U ° r�' S( R�E3 pA:< 1 1 I nI_M " NATE k OA�1 • 2 _t tp" P NE h (SEMI DE IL, SHT. 5) 6' SCR( `}7" scRue OAK " scaua nra° scRue OAK I ` INV. = 6.80 5 (n I C - - 1� /, tit r 8" S RUE1 OAK rci fi'• SCRUB UAK .!-C �. G rC 16" ir,E.'j sCRU OAK �{ FOUND 1/2" IRO 1 " pAl!.+ �y10" PIrri". hA([f( rTr,X q I ___ - r%� ,r� 7`'SERUB 67'AKS( , i�l( 8' U9 OAK Q •_CRUD OAK c PIPE. NO CAP N n r R vy.. 1• n fry` F 6' SCRUB K �'I t: t ---6" SC tU9 vA vj N a• r r� NG N68'49'57"W 75.00 FI LD `' ( ) 3 (FIELa Al 6 N6 8"45 00 / 7 .00 FIELD N6$ 41 15 W 8� ,� ""�"~ �' ;• PINE SET IRON 68 45 00 W X07.86 FIELD 10 UTILIZY _ __ �0 (FIELD-) ` 5 - R W.M � n _�---_---___._ .- ----�-----.,_____._�.-.___ __--- ---- ---- - • �-- --_ _fes _-: �_.� _' �_ - -•- -- .._ _ - - ...__-_ _ _ _ - - �--� _--_� ----- CUR - - EASEMENT � (IIE Al � - _,�.�. -• _ --- �-- T.-.__�_-____--._ _ - _'�"- i0t� BACK OF �, B pp.+ ..u...•-__-_ C E7 � " r 251 17 _- - - �... -1�• _ --- - TOP 0.76 �+u c, � F LD � � a r.ar7'AV�A1F.tJr - - r O' ,25 ) P(} /� / p p •t 1 O" PINE •�'- _� -L-/^rl3 S.INV-4.49 4. _� pQ- 8� PINE 8` PIhIF, 7" PINE PINE 10" WATER OAK a _ 62 C'J C�r 4 - -.� C 1 �(-• O..-1 �_.C1L • - ----- +u.--• -- .. �_ � � , '' �� INF. �P �j. 9" PINE c . ��' BDY-POB S_.T r�' ' "' Plttc. ` x w �1 - , • CU,f�NELL LANE - �'.- )i� r, . 50' RIGHT OF WAY J U� ..�r4-.�-cam- ••` -T----------- DROP INLET- p. --------- TOPn10.23.``, ti - - ------ __ __ . ----- EX. 12" SAN -------•--•-------_-_._.�--_..r-- --- -.---•---------•_-----------... .., � 1 STNV=9118 \\ ` RIM SANITARY M.H. EX. 12" SANx_- 9A('K UI' CURB T _� -- �_.� ._ _•_ n �_L�_ cy \\\ INV. 12' SE - 0.65 EX. t��SA'N - c+`f INV.$"S� 4.32 INV. 12" SW = 0.68 O ^ _ EX 12 SAN _ I�1 - -' _____._y1. -•--- -_----� __---------••-----•- -:r--- ^� --- '� -- ..-.�_ - _-. -- - - .__ °� CCNCRf:�TL vlA�,K� •� =:1, r, .� � I I ` NV. 12" NW - 0.68 -- ,� BENCHMARK: CONCRETE WALK - SET NAIL & DISK, L.B. 3672 mll ^? IN SIDEWALK ELEV. = 11.11 (NGVD) f . C EXISTING CURB AND GUTTER TO BE REMOVED AND NEW VALLEY GUTTER MATCHING EXISTING GUTTER SLOPE TO BE CONSTRUCTED Designed CEK Drown BTP Checked CEK O.C. BEK Released For Construction Connelly &Wicker Inc. By Consulting Engineers This Drawing is the property of Connelly do Wicker Inc. 1711 South 5th Street and is not to be reproduced or copied In whole or in ,Jacksonville Beach, Florida 32250 part. It is not to be used on any other project and (904) 249-•-7995 Fax' (904) 241--1126 Is to be returned on request. C.A. No.: 3650 CORNELL ONE BEACHES HABITAT = 7 a�/ 7 CHERRY . C N 9 yi � TWiN 7` LIVE OAK TRIPLE r2"� LJVE OAK 9" PINE 0 • Z4 AC' s r 7" PINE. 6" LIVE OAK PIr1F� r } }i �• PI 6" PINE'Q- TRIFLE 11' UVF OAK 15 FALAI_` b" PINE \ �, tr � 8" PINE EX. SANITARY M.H.H.J� '=� r+ 6" PINE [q IWIN IU" Sc:RU9) OaK 7" P:NF• 7" PINE µ 6" PINE tp" PitiE " P1NE - -� k CONTRACTOR TO `� - �, TRANSITION NEWS P'"` CURB TO MATCH EXISTING CURB a' PINE U 4� • - 41 -�- � •(7 1j O. O• O' - A GRADING AND DRAINAGE PLAN QScale Q 1 " = 20' Q RICHARD C. WELCH, P.E. Date : No. Date Revision By P.E. #40279 JAN. 2003 Sheet 3 of 8 I 1 a S C6v�tP.� Ln� LEGEND ,( EX. 18" CONC. PIPE - - -= •--- -.-- -- - - - jk - - - EXISTING STORM SEWER --EX. SAN-- -- EXISTING SANITARY SEWER - - -EX. W.M.--- -- - EXISTING WATER MAiN EXISTING CONTOUR h EXIS-ONG SPOT ELEVATION EXISTING TREE 1.� NEW SPOT ELEVATION 9 NEW CONTOUR 1¢ 6' PINE EXISTING TREE TO BE REMOVED 1-1 D- NEW UNDERDRAIN --�-ST.S. NEW STORM SEWER SILT FENCE +>�+ DRAINAGE DIVIDE PO -A2 BASIN NAME CN = 79 CURVE NUMBER 0.44 Ac. DRAINAGE AREA �BDY-POB BOUNDARY NAME Project No.: Drawing 0301-'09 GRADING AND DRAINAGE PLAN QScale Q 1 " = 20' Q RICHARD C. WELCH, P.E. Date : No. Date Revision By P.E. #40279 JAN. 2003 Sheet 3 of 8 I 1 a S C6v�tP.� Ln� NOTE #1: 50' DRAINAGE EASEMENT (UNIOBSTRUCTED) LOT 9 I I I I rl k �n�oi2 a O� Fha JJ t /�.UU rlt:L I S68'43 S68 4 ' — '`I9"EFEr1cE75.00' FIELD 16' F 5.00 (FIELD) N FR OA FENCE 17" TVAN V. TER UAK —EX. 24" CONC�PIPE ti' HATER OA T -_ __,�",_ UB OAK—' 13' LIVE OAK ri TOP 11.77 Ft 13' PALM T 16" PINE�l �(6" WATER OAK t7" TWIN TRETE y� 2{• y' PINE 12' NATER )AK { f.IN NAN +4.34 ppSTOR kgs I I S r N II 8' PINE t` SANV-632 I 1 �t2" PINE r II � FSI' 13" PINE f 14' I I I !t 12" PIN` i I6" PINE � >f 10" PINE ' X010' PINE I I 15f DRAINAGE EASEMENT qq I N _W5' L11/E OAK I� 45' DRAIN GE Lu EASEMENT II (UNOBSTRUCTED I I II SWMF #1 0.I I 4 Q 0I I o I It3' WATER OAK Q r II 8' PINE I I 19" PINE 0'011 w -w �zII E �I - s ! ATER AK2 �1(�,• I Plrl '�8" WATER UAKk Z � 10" PINE .,,1_12* PALM C.O. / 18" INE FOUND 1/2' IRO Iy^ pALM }�1D" PINE 21' WA1_R fiAK� rr PIPE. NO CAP �� W .TER OAKS 7" VIA OAK J _ F -H. _ _ s C.O. N68'49'57I' 75.00' (FI LD) — C.O. ;44; �W 75.00' (FIELD) — T BA OF x. W.M.-^ --- ��'0=URe CURB JDtLET r „t _ __ '- _ Y � � � �. C�F�AVfTAENi �_ _ - -- _. «-- __ 1PP-10.4 NV WATER METER (3) WATER METERS S.INV-4,49 w/ BOX & COVER w/ BOX & COVER / \� C 0 R N E L L LANE- -___.-.._ -----__�.�-__------.---s-----.- -_--_.--_ -- __-_------- __ w __--. i�uA 50' RIGHT OF WAY s _ \ z DROP INLET ",\ EDCE PAVEMErIr TOP=10.23 \ -� _ ar N.INV=4.79 \ EX. 12' SAN —" �_ _ �._ _ ._ _ �_� _..-._-- — - ��TOP BACK OF GURU u NANV=5.18 EX. SANITARY M.H. EX 1 \ RIM - 11,60 �_ _ _ 2 � INV. 12" SE';e 0.65 , EX- 12 SANzz=fy 111'I 1\X ,r SWM, NOTE J 2.70•' - w 10' UTIL. Y11'1 15"W — 83' (FIELD) 5 �\25.fl7' EASEME T 5� N FIELD)) in o N 30'R —N / S69'1 3'37"E V)i \ 94.83 ya INV. 8' S = 4.32 INV. 12" SW = 0.88-"�p�`-•' �t 5" P•aLM EX. 12 SAN _ I I }y S' PINE 00' INV. 12 NW a 0,88 _'h _ - — �� .. �_ �_- _�_ — — EX. SANITARY M.H. +!— / CONCRE fE 'NALK — — I I — �• PMN 10" SCRUEI OAK - AT APPROX. LOCATION OF EXIST. SANITARY SEWER BENCHMARK: p� MARK• CONCRETE WALK rol I \ \ SET NAIL & DISK, L.B. 3672 �^II IN SIDEWALK I I \� V ELEV. = 11.11 (NGVD) BUILUu.0 P BRIM = 11.60 '45'00 8" SCRU C LOT 10 2 1 - 4" . RU8 0, O� 10' Sc RU13 OAK SCRUB a� 19" TWINS RUO ON a � puFi OAK \ a - 12" SCRUB OAk Iltt WA EE OAK u22" TWIN SCRUB OAK 1�" 'NATER j 7" SCRUB OAK \,oJ SCRUB OAK r 1" SCRUP 051: C W -(;''6" SCRUB OAK SCRUE1 U C. 0. o7' SCRUB OAK \ t� SCUR OAK 7" SCRUB OAK S' SCRUB OAK 08- SCRUB OAK \ ` }!7" SCRUB OAK 9' SCRUB OAK. . 8' SCRUB OAK 6 SCRUB OA.K 123.91' ..� " '�'�"'�""~ — SET 1/2" IRON N68 -45'00"W 107.86 (FIELD) i�7" PIr1E PIPE, CAP L83672 10" PINE Q_ } 10' WATER OAK rS' PINE �1.9" rNG 7" CHERRY $" PINE TWIN 7" LIVE OAK TRIPLE 12" LIVE'O K > t � 9 PINE 6- PINE 'y -r ! TRIPLE 11" L3'Vi. OAK. T PINE7" PINE: G' PINE 12 10 n l r __ _- - — -- -- -- -- --- --- -- --- �` — \-I N V. - 2.20 (APPROX. ) J, 'I I SITE GEOMETRY AND UTILITY PLAN PREPARED FOR C+roo+ Date !2 Revision x 6" PANE -� 7" I'iNE r� 8" PNE' 6" LIVE OAK \ 9" PINE L \ r 6" PINE j,�• 10` PINT_.... f 9" PINE \ Project No.: Drawing 0301-09 Scale : 1"=20' RICHARD C. WELCH, P.E. Date : dBy P.E. 140279 JAN, 2003 Sheet 4 of 8 , ) i ns cptuff !,d LEGEND EX. 18" CONC. PIPE - - - — — — — -•-. — — - — — - EXISTING STORM SEWER -----EX. SAN— -- - EXISTING SANITARY SEWER — — —EX. W.M.-- --- — EXISTING WATER MAIN EXISTING CONTOUR i• EXISTING SPOT ELEVATION a 8" PINT EXISTING TREES NEW WATER SERVICE W SS NEW 6" PVC SANITARY SERVICE Project No.: Drawing 0301-09 Scale : 1"=20' RICHARD C. WELCH, P.E. Date : dBy P.E. 140279 JAN, 2003 Sheet 4 of 8 , ) i ns cptuff !,d 4 1 f r: C. C7 C] a� v rte, r.� i, 2� 0) U r'. CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B INLET AND OUTLET ADAPTORS AVAILABLE 4" THRU 12" VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR --35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC H G1 x Z *(;1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0" TO 359'. TO DETERMINE MINIMUM AINGLE BETWEEN ADAPTORS SEE SWEET #6 " ■ *'(2) MAXIMUM t° RECOMMENDED OVERALL HEIGHT 10' 12" DRAIN ` BASIN N.T.S. 7" bt ry 4. A In 1... o 5 A. z 6" WHEN PVI SLOPES AWAY FROM CURB NOTE: WHEN USED ON HIGH SIDE OF ROADWAY, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. MY 5T CURB ND GUTTER DETAIL 13.50" C=I C= C= C= N 0 C STANDARD (H-20) RATED DRAINAREA — 62.7 SQ. INCH L GRATE COVER SY ACCESS � o tf N.T.S: N.T.S. THE 0 E NOTES: 1. FOUND TION: WHERE THE TRENCH BOTTOM IS SCREW TYPE PLUG ■ UNSTABLE, THE CONTRACTOR SHALL EXCAVATE SOLID COVER. TO A DEPTH REQUIRED BY THE ENGINEER AND 0- 21' (SWMF #2 REPLACE WITH A FOUNDATION OF CLASS I OR II ■ CLEARANCE 1" MIN.— 3" MAX. MATERIAL AS DEFINED IN ASTM D2321, "STANDARD 22' SWMF 4111 SEE PLANS PRACTICE FOR INSTALLATION OF THERMOPLASTIC VARIES PIPE FOR SEWERS AND OTHER GRAVITY --FLOW GROUND SURFACE _ APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE IIII—�IIII II CON R' TRENCH BOTTOM MAY BE STABILIZED USING A � �I_I—_I -II-III I III I I III _ -111-I 1 1_1 NON—PERFORATED IIIII WOVEN GEOTEXTILE FABRIC. 95 (SWMF'' ItS PUC PPE II II II_—I Ii I IIII I_ II—I 2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, EXCAVATE TRENCH AND --I N —III II OR III AND INSTALLED AS REQUIRED IN ASTM FINAL BACKFIILL BACKFILL WITH INDIGENOUS D2321, LATEST EDITION. UNDISTURBEDUNLESS SOIL OTHERWISE SPECIFIED BY THE ENGINEER, EARTH UNDISTURBED SOIL MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) END CAP FOR 4"-24" (100-600mm) AND 42"-48"(1050-1200mm) 6" DIA. PERF. PIPE I I I 6" HDPE PERFORATED PIPE CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) WRAPPED IN FILTER SOCK FOR 30"-36" (750-900mm) CPEP. SECTION 1—=Ifl= KI=jLj"�11T 3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL INITIAL BACKFILL,6"-12" MN _ SHALL BE CLASS I, II OR III AND INSTALLED AS P012 AND UNDERDRAIN HDPE PIPE 150-300mm) REQUIRED IN ASTM D2321, LATEST EDITION. NOTE: ALL PIPE AND FITTINGS TO MEET ASTM F758-82 SPECIFICATIONS. ABOVE OP OF PIPE. 4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, ` UL161L MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS: HAUNCHING, 1T0 NOMINAL 0 MIN,. BFScQMMENR i 2 1/2" MIN. EXIST. GRADE SPRINGLINE 0)F PIPE (COMPACTED) TRENCH WIDTH= in (mm) EXIST. PAVEMENT—)TYPE 11 ASPHALT CONC. �I L 4100 21 530 1-1/2" ASPHALT TYPE S-1 BEDDING MATfERIAL 6 150 23 580 • DD DO Q D pDD D QO PRIME COAT (F.D.O.T. STD. SPEC, 300) 8 200 25 630 8" MIN. 102'28 710 FOUNDATION * 6" LIMEROCK BASE (F.D.O.T. STD. SPEC. 12 300 31 790 1. 200 OR 204 & 911) 15 375 34 860 12" MIN. 18 450 39 990 IN. TRENCH WIDTH— 12- RDENSITY-ASHTO40) MTAC8OD TO 24 600 48 1220 30 750 66 1680 MAX COMPACTED BACKFILL98% 36 90078 1980 42 1000 83 z16 TYPICAL TRENCH QE05S-•-$E.CT14N 48 1200 89 2260 N.T.S. AASHTO T--180 60 1500 102 (2590) 5. MINlbdUM COYER : MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE TYPICAL PAVEME SECTION SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM �- T P OF PIP TO THE GROUND SURFACE. NQTF IQ THE_ENONEE_R-: WHEN THIS DETAIL IS TO BE INCORPORATED, INTO CONTRACT DOCUMENTS, PLEASE REFERENCE SECTION X-2, "RECOMMENDATIONS FOR INCORPORATION INTO CONTRACT DOCUMENTS" OF - ASTM SPECIFICATION D2321, "STANDARD PRACTICE FOR . UNDERGROUND, INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY— FLOW APPLICATIONS" SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE TO ACCOMMODATE SITE SPECIFIC NEEDS. SURFACE LIVE MINIMUM RECOMMENDED LOADING CONDITION COVER. In (mm) H25 (FLEXIBLE PAVEMENT) 12 (300)* H25 (RIGID PAVEMENT) 12 (300) E80 RAILWAY 24 (610) HEAVY CONSTRUCTION 48 (1220) *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION N.T.S. Designed Released For Construction cEK Connelly &Wicker Inc. Drawn BTP By Consulting Engineers Checked This Drawing is the property of Connelly dt wicker Inc. 1711 South 5th Street CEK and Is not to be reproduced or copied In whole or in Jacksonville Beach, Florida 32250 O.C. part. It Is not to be used on any other project and (904) 249--7995 Fax: (904) 241-1126 BEK Is to be returned on request. C.A. . No.: 3650 UNDERDRAIN ACCESS 14-1/4%19-1 2"x12" CC�7� DEEP, PLASTIC WATER METER BOX TH SCREW TYPE PLUG ■ 0� SOLID COVER. W/CLEANOUT ADAPTER 0- 21' (SWMF #2 ■ CLEARANCE 1" MIN.— 3" MAX. SEE PLANS 22' SWMF 4111 SEE PLANS VARIES VARIES _ I I I TOP EL. = SEE PLAN IIII—�IIII II CON R' POND BOTTOM EL. 8.0 (SWMF #2) � �I_I—_I -II-III I III I I III _ -111-I 1 1_1 NON—PERFORATED IIIII 7 95 (SWMF'' ItS PUC PPE II II II_—I Ii I IIII I_ II—I _ EXCAVATE TRENCH AND --I N —III BACKFILL WITH INDIGENOUS —III —III—III—III—III—III--- — I I I_I --) I I—III—_ SOIL UNDISTURBED SOIL END CAP 6" DIA. PERF. PIPE I I I 6" HDPE PERFORATED PIPE TYPICAL UNDERDRAIN WRAPPED IN FILTER SOCK WRAPPED IN FILTER SOCK SECTION 1—=Ifl= KI=jLj"�11T PH — MN _ TYPICAL P012 AND UNDERDRAIN SECTION 6" TEE—WYE COUPLING N.T.S. NOTE: ALL PIPE AND FITTINGS TO MEET ASTM F758-82 SPECIFICATIONS. 300' MAXIMUM DISTANCE BETWEEN CLEANOUTS UNDERDRAIN CLEANOUT N.T.S. UL161L _3.00% 3.00% 1/8" TO 1/4m 2 1/2" MIN. EXIST. GRADE (COMPACTED) EXIST. PAVEMENT—)TYPE 11 ASPHALT CONC. 1-1/2" ASPHALT TYPE S-1 (F.D.O.T. STD, SPEC. 331) • DD DO Q D pDD D QO PRIME COAT (F.D.O.T. STD. SPEC, 300) LIMEROCK BASE v v DD v' v v d 8" MIN. (LBR 75) 100% a D D " v D * 6" LIMEROCK BASE (F.D.O.T. STD. SPEC. v D D v v D ° D MAX. DENSITY D D v 200 OR 204 & 911) AASHTO T-180 12" MIN. -- 12" MIN. 4�98% 12- RDENSITY-ASHTO40) MTAC8OD TO MAX COMPACTED BACKFILL98% MAX. DENSITY PER 42" * IN CITY RIGHT--OF—WAY BASE MATERIAL SHALL BE 8" LIMEROCK BASE. AASHTO T--180 TOP OF BEDDING TYPICAL PAVEME SECTION N.T,S, FILTER FABRIC FLOW WIRE OR NETTING CONDUIT OR PIPE 2 —E2" IN. IN. NOTE: METHOD AND MATERIALS OF REPAIR SUBJECT TO CITY OF JACKSONVILLE CONSTRUCTION REQUIREMENTS FOR NEW PAVEMENT TYPE II ASPHALT. POST DRIVEN INTO GROUND 18" MIN. ---GRADE li SECTION ENVIROFENCE 10OX WITH SED. FILTER FABRIC, NETTING & FENCE - �� +7ry}•?+A5i7 f rly =i ELEVATION SILT FENCEDETAIL N.T.S. CORNELL ONE PREPARED FOR BEACHES HABITAT N.T.S. "x4" TRENCH A ' STD. P--9 (SIINGLE POUR) ELAN EXIST. PAV'T.SEALANT DRIVEWAY �.. _ -• 4 11 2" EXPANSION JOINT 2E T�10N A—A x -A _ A : _ A. L� N • v• a .. ; '••4 41 A 41 SAWCUT AT TANGENT—J EN ARCED DETAIL T ? CAI YALLEY GUTTEIR DETAIL PAVING AND DRAINAGE DETAILS GUTTER t hl tD • A ' 4 •4•: FLUME.30 MATCrH• Gll.TTER4-GRrAQE ,• •4, �•.'• 4. •� - .'4 .• 4 +'• .•+ RIP—RAP STONES Ira PLAN R-1' (5-10 LBS) CURB & POND BOTTOM 11 a) , 7 FILTER CLOTH UNDER STONES RIP—RAP 6" PAVEMENT 3" R 4 � 4" CONCRETE SLOPE TO MATCH SLOPE OF SW, OR BASIN �I • 6" (3:1 Max,) SECTION CONCRETE FLUME ETAIL N.T.S. Project No.: Drawing 0301-09 Scale : AS NOTED RICHARD C. WELCH, P.E. Date : P.E. J40279 JAN. 2003 Sheet 5 of 8 � dos Cp� w CC�7� ■ 0� ■ 0- ■ m RIP—RAP 6" PAVEMENT 3" R 4 � 4" CONCRETE SLOPE TO MATCH SLOPE OF SW, OR BASIN �I • 6" (3:1 Max,) SECTION CONCRETE FLUME ETAIL N.T.S. Project No.: Drawing 0301-09 Scale : AS NOTED RICHARD C. WELCH, P.E. Date : P.E. J40279 JAN. 2003 Sheet 5 of 8 � dos Cp� w METER BOX TO BE DOUBLE WALL PLASTIC WITH TOUCH - ,` READ LID. CONFORMING WITH Be + 18. MAX PAVEMENT CITY OF ATLANTIC BEACH STDS.� CURB Bc ,+ 12" MIN COMPACTED BeBc + 18 MAX, DOUBLE STRAP BRONZE WATER r'' Be + 12 MIN. BACKFILL SERVICE SADDLE Be COMPACTED SHEETING 12" LINE V10E 1 O MIN. MADS EBYI PLUMBER E SHEETING " CURB STOP BACKFILL. CORPORATION STOP REQUIRED ALL SERVICES f WATER MAIN METER 1 • 12" 30" MIN. t;. 1/4" Be 22-1/2. PVC WATER SERVICE UNE UNDISTURBED SOIL 1 L COMPACTED _ 4" MIN. 22.5' GRANULAR + SHAPED. BOTTOM MATERIAL — SET METER ON UNDISTURBED OR COMPACTED SOIL SUITABLE UNDIST- URBED — T' DISTRIBUTION MAIN URBED SOIL _ 0.5 BC c UNIT PRICE PAY QUANTITY HALF SECTION HALF SECTICDN HALF, SECTION HALF SECTION INCLUDING WATER METER SHEETED TRENCH "`UNSHEETED TRIENCH SHEETED .TRENCH UNSHEETED TRENCH CORPORATION STOP FB1600 FORD AND BOX IF APPLICABLE OR APPROVED EQUAL. SIZE NOTES: TYPE .:f TYPE II CONFORMING TO SERVICE LINE 1) METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, FIVE FEET SHAPED; BOTTOM W/ COMPACTED GRANULAR BEDDING OUTSIDE OF THE PROPERTY LINE AND FIVE FEET INSIDE OF THE TAMPED BACKFILL;? t f PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. ._.."_.... N.T.S. 2) LOCATING WIRE REQUIRED ON SERVICES. T�'PICAL UE�QIN� DELTA L 3) NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY N.T.S. IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER. D21CA��EF ACE_ LINE INSTALLATION N.T.S. R LINE ROADWAY TO R/W UNE VARIES PROPERTY LINE METER BOX PROVIDED AND INSTALLED BY VARIESBORE AND JACK UNDER 1 W%CURBCSOTOP AND METER PAVED ROADWAY AND CURB 1 "x3/4" RED. SEE SPECIFICATIONS AND STANDARDS WATER MAIN ROADWAY WIDTH VARIES „r SIZE VARIES I —I 0.5' TYP. 1" CORPORATION STOP J— /r 5' TYP 5, T 1" SCH. 40 PVC SERVICEPIPING I CONTRACTOR TO CONNECT TO PRIVATE SERVICE B" MAX SERVICE TEE TAPPING 1" SWING JOINTS WITH NECESSARY COUPLINGS, FITTINGS SLEEVE OR TAPPED 90' SCH. 80 PVC 1 AT R/W LINE COUPLING, SIZED FOR MAIN TWO EACH y. _ . is • ;. �TTf— P VIEW --- SSERVICE SEt NMN oE�rri VAR" j sit MM H momm I Duff w un rt PIPs SM MOTE N nu LEmm � R/W LINE sRpc nrnn ucc+wrcN, » > r err + ROADWAY TO R/W UNE VARIES os ur euas SM Matic METER BOX PROVIDED AND INSTALLED BY VARIES C�TRACTOR Paovo�a FOMAUM WXU Mhw na�ra uranT veovaacn ntar+aa rrwriR wAw BORE AND JACK UNDER 1 W CURB STOP AND METER curt r TVP[ vArdEs + vs'[ sat rTom= 3" MOIRE PAVED ROADWAY AND CURB 1-1/2"x3/4" RED. S E SPECIFICATIONS AND STANDARDS „K � 1� 1 � I/z WATER MAIN ROADWAY WIDTH VARIES 0.5' TYP. nt tFlwrH or t►rt r+re ro et narwwrn rA OR br eEHos tsar SIZE VARIES " S Or WO s 1-1/2 CORPORATION STOP I SEE a �Un a ire uu ec'°wrai�c+ 2W UK EVH SM r ti m °as"Ho 5' TYP. _ _ —PROPERTY LINE CRDSSM 5,TYP — ��Cp 1-1/2" SCH. 40 PVC SERVICE PIPING REsrnAMea•' 6" MAX SERVICE TEE TAPPING 1-1/2" TEE, SCH. 80 1 Tt11r UR M or 7m PM TO K RMRM*D Ell JOW AM: (IV. $ � REAtAtrtD 5" or am SftL BE w ACCOROANCE w+n+ TAFJL.L FOR MIMPA & MMMW 16NO1 M (SE; ' D" 'M KL AIL Be 20' MIR FAttl alae vwt SLEEVE OR UPPED of ebSnw i�c SFwJ E! MEaw�f/IAY NOTES:. NATES: R�>W'M 1 CONTRACTpR TO COUPLING, SIZED FOR MAIN 1 -1/2' SWING JOINTS CONNECT TO PRIVATE SERVICE 90' SCH. 80 PVC WITH NECESSARY COUPLINGS, FITTINGS I. IF EXISTING UTILITY PIPE IS A RECLAIMED WATER MAIN TWO EACH AT R/W LINE 1., IF EXISTING UTILITY PIPE IS A'RECILAIMED WATER MAIN B -INCHES OF SEPARATION IS REQUIRED. B --INCHES OF.; SEPARATION IS REQUIIRED. 2.117 EXISTING UTILITY PIPE IS A WATER MAIN, FORCE MAIN, SANITARY 2. IF EXISTING: UTILITY PIPE IS A WATER MAIN, FORCE MAIN, SANITARY SEWER LINE OR STORM SEWER, 18 INCHES OF SEPARATION IS SEWER;> LINE:' OR STORM SEWER, ' 181 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, REQUIRED. IF: THIS IS, IMPRACTICAL AND EXISTING UTILITY MAIN IS C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6 -INCHES. A C900; ;0905 OR D.I.: PIPE,. SEPARATTION . CAN BE REDUCED TO FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING UTILITY 6 -INCHES. iA FULL LENGTH OF PIPIE SHALL BE' CENTERED OVER MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR 18" INCH OR 6 --INCH PAN -- EXISTING. UTILITY; MAIN. TO PROVIDE MAXIMUM JOINT SPACING FOR 18--INCH,'OR, B=INCH. SEPARATIONS AND ALL WATER MAIN SEPARATIONS AND ALL WATER MAIN CROSSINGS. CROSSINGS - NOTES 3. LOCATING YVI�2INGREQUIRED. SEE DIETAIL RW -3B 3. LOCATING WIRING REQUIRED. SEE DETAIL RW -38 1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS. 2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL 4. DEPTH OF 6UkY TO BE 38".: IN `PAWED AREAS MEASURED FROM 4. DEPTH OF BURY TO BE 36" IN PAVED AREAS MEASURED FROM ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE. FINISHED GRADE. DEPTH OF BURY 1TO, BE 30"• MINIMUM IN FINISHED GRADE. DEPTH OF BURY TO BE 30" MINIMUM IN UNPAVED UNPAVED AREAS :MAXIMUM DEPTH SHALL BE 60" UNLESS AREAS. MAXIMUM DEPTH SHALL BE 60" UNLESS APPROVED OTHERWISE ' APPROVED OTHERWISE BY'JEA. BY JEA. �YAIEE... SYSTEM TYPIQA�,"_,DETAILS, i" ADJUSTMENT OVER EXISTIINQ UT]UTY N.T.S. N.T,S N.T.S. Designed. Pro Project No.: Drawing Released For Construction 1 g CEK p r L Connily� & Wicker Inc.C4RNELL ONE o 030,-09 a 1 `'l DrQWr> a I Consd�tlrlg: EngICI�E'CS. 0 BIP, y f Y'� + 4 ,t = r r y: i r ;i, f 9'. PREPARED F WATER TAILS I REP D OR DETAILS ! hMcked , , I 1 11 ��South�,, 5th Street: �' scale . This Drawing iq the property of..`C66heIly da Wicker n� .CEK and 1a nvf to'6e'reproduc d or copt�d In 1Mhdq, ac (r1' J(Clcksonvoll�6 Beach FloridC3 32250 �' AS NOTED - .... -r PC_ It' Is not to be used on a�►Y otFiet.proc! 4nd� . 49D4 249 X7995 FaX61 904 241�F' BEACHES HABITAT, Date o.c. ( ) ( )m—'11'26,.Q RICHARD C. WELCH, P.E. D t , le to 64 ��ra Unied oir' ra' eat.. t t q R i n P.E 7 6 8 BEK Cr�A.: Not B Sheet of �. ., 3 y; o .�� 3654 Date, eVis 0 y X402 9 JAN. 2003MAI , 110s, chn"Z4` s. k r �r.'E' �xSr c, x. t' �. .1., I•t-.c. ! >, •,fit' 1 : a•'. a 3 , t 5 't 3 •Y L. �Ir t t - J i F l .. •' Z t 1 5 G r;1 t Pf r i 1 yc t I t f' t `� r f 1 d dq, r �. ,� 1 r :j { r' p y ri r ' i Y � 4 { I d h IJ 4 9'. I• t F• F r N )4 L F 1 r �. 1 F i 1 a f �•': • ,.. y r n • 4 0 F. ,. - 1• 6 :r - • r _ . �v .. � .. t .; S..e 'f ... '.ii,, r .. 1. .�, x .. e r .. {.. . - � .•:•'�.., - .•. 1. — r... t '1.� � , 110s, chn"Z4` ueslgnea CEK Drawn BTP Checked CEK O.C, BEK SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. --30 deg. L.R. BEND 6" PIF -r_ CONSTRUCT STAN DAR D r" r w ►, r., ,T 45 deg WYE I -51EQLE WE PLAN EXIST. AND FINISH GRADE INSTALL CLEANOUT, SEE DETAIL rr ,F71 -117T SIDEWALK — IT I I —1 I' \ SANITARY SEWER DITCH SERVICE WYE DITCH 6" SERVICE PIPE — BANK BANK I BANK � AS NECESS RY �---- ---1.0 % MIN. SLOPE T SEE TRENCH DETAILS FOR BEDDING AND COMPACTION STOPPER OR —/ CONNECTION w I NOTES: TO EXIST. LATERAL 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS of 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. SEUON-5ANIIARY SE VI L CONEQ1105. N.T.S. STREET VARIABLE TO BE DETERMINED BY ENGINEER IN FIELD TOP OF PAVEMENT I 6" PVC BEND SHORT RADIUS m1 6" PVC PIPE AVG. GRD. SURFACE FOR COVER OVER EXIST. PIPE EXCEEDING 3' :::�� cl::; MIN. SLOPE 1/4" PER FOOT '�-- SAND CUSHION 3" MIN. �—EXIST. PIPE ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES N.T.S. STREET TOP OF PAVEMENJT EXIST. PIPE MIN. SLOPE + 1/4" PER FT. VARIABLE -TO BE DETERMINED UN SEWER,OR NONPOTABLE WATER MAIN WATER MAINILL MECHANICALLY RESTRAINED WATER MAIN a' JOINTS MAIN NOTES: lO'T 10'- 1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN, -THEN THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE WATER MAIN, THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED BETWEEN A WATER .MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE WITH MECHANICALLY RESTRAINED JOINTS. N.T.S. STANDARD PVC SEWER - WYE, 6"X6" AVG. GRD. SURFACE X "Y/m -- FOR COVER OVER EXIST. PIPE 3' OR LESS SAND CUSHION 3" MIN. 6" P.V.C. PIPE BY ENGINEER IN -FIELD I ALTERNATE GRADIENT FOR 6 IINCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES Released For Construction • rA " Connelly & Wicker eke r Inc. � CORNELL ONE By consulting Engineers o � This Drawing Is the property of Connelly do 1Hlcker Inc, 17111 South 5th Street PREPARED FOR SEWER DETAILS and is not to be reproduced or copied in whole' or. in Jacksonville Beach, Florida 32250 Q . part. It Is not to be used on ony other project and (904) 249--7995 Fax: (904) 241--1126 BEACHES HABITAT 0 Is to be returned on request. C.A.. No.: 3650 lNo.1 Date R/W LINE Bc 18" MAX. Be 12" MIN. CAREFULLY SHEETING COMPACTED BACKFILL zf 12" 7 — 1/4 Bc i - I " MIN. IAL GRIWULAR MATER HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH TYPE II COMPACTED GRANULAR BEDDING Bc + 18" MAX �Bc+ 12"MIN. Bc CAREFULLY COMPACTED BACKFILL SOIL HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH TYPE I , SHAPED BOTTOM wtrAMPED BACKFILL BEDDING DE, AILS (CLASS B� N.T.S. Project No.: Drawing 0301-09 Scale : AS NOTED RICHARD C. WELCH. P.E. Date : Revision By P.E. 040279 JAN. 2003 C14-11011 F -1-I. AID • % - FITTINGS, SCREW CAP CONCRETEPVC • AROUND - .. 6" PVC PIPE AND FITTINGS BACKFILL AS SPECIFIED n r.r■■rSTANDARDBEND 7 tr�4tt frtr�trtr�tr�t$tit,.�!ri. ".�UNDISTURBED SOIL EKE QLEAN.O.U.j DETAIL Bc 18" MAX. Be 12" MIN. CAREFULLY SHEETING COMPACTED BACKFILL zf 12" 7 — 1/4 Bc i - I " MIN. IAL GRIWULAR MATER HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH TYPE II COMPACTED GRANULAR BEDDING Bc + 18" MAX �Bc+ 12"MIN. Bc CAREFULLY COMPACTED BACKFILL SOIL HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH TYPE I , SHAPED BOTTOM wtrAMPED BACKFILL BEDDING DE, AILS (CLASS B� N.T.S. Project No.: Drawing 0301-09 Scale : AS NOTED RICHARD C. WELCH. P.E. Date : Revision By P.E. 040279 JAN. 2003 22. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JORNTS AT 50' O.C. ON ALL CORNELL ONE PREPARED FOR BEACHES HABITAT EROSION -& SEDIMENT CONTROL NOTES: 22. THE RECORD OR AS -BUILT --DRAWINGS SUBMITTED TO PLACE THE CONSTRUCTION INTO SERVICE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION GENERAL NOTES: , UTILITY NOTES:; CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED 1. ALL WORK AND, MATERIALS SHALLBE IN COMPLETE ACCORDANCE :WITH ALL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR OF CITY STANDARDS, .(LATEST REVISION) SAND; ALL^CURRENT CITY STANDARD DETAILS. DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE 23. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE LOCATIONS. -ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT AILL BENDS AND TEES. 2. ALL WORK. SHALL BE PERFORMED:IN A SAFE `MANNER , ALL SAFETY RULES AND GUIDELINES OF AND. FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR 70 *THE TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO O.S.H.A. " SHALL BE FOLLOWED. •; :THE, CONTRACTOR SHALL BE. WHOLLY, RESPONSIBLE. FOR ANY ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL COMMENCING", ANY CONSTRUCTION, IF LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION INJURIES OF HIS EMPLOYEES, ,,AND, -ANY DAMAGE `TO POIVATE PROPERTY OR PERSONS DURING LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSII WORKING PRESSURE AND 400 %' THE. COURSE OF THIS, PROJECT,' ALL, COSTS 'ASSOCIATED WITH COMPLYING WITH O.S.H.A, FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE PSI TEST PRESSURE. REGULATIONS AND THE �'FLORIDA:.TRENCH SAFETY ;•ACT; MUST BE INCLUDED IN THE CONTRACTORS CONTRACTOR :SHALL. EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING COSTS AND FINES. BID. :.: ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO) THE PRESSURE TESTING OF UTILITIES AND 'IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY _ 2. FOR .ALL' DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO 3 �, THF CONTRACTOR SHALL BE RESPONSIBLE FOR ?VISkTING `THE JOB • SITE PRIOR TO PREPARING - COMMENCEMENT; OF `ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 THE BID FOR `•THE PURPOSE" OF' FAMILIARIZING F WtELF'.IMTH THE .NATURE AND THE EXTENT AND TYPE `OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS . OF THE WORK ;AND LOCAL CONDITIONS,` -EITHER VSURFACE OR SUB -SURFACE; WHICH MAY AFFECT POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN AND CRITERIA. THE'` WORK 'TO BE PERFORMED,t AND ;THE' EQUIPIv1ENT,; LABOR AND MATERIALS REQUIRED. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, 70 THE NOTIFIED 48 HOURS PRIOR 70 PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. FAILURE TO : DO... SO WILL NOT• RELI.E,VE THE `GONTRACTCR. OF COMPLETE` PERFORMANCE UNDER EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE ENGINEER FOR : REVIEW AND APPROVAL,. PRIOR TO SUBMITTAL TO THE CITY AND PRIOR 'THIS ` CONTRACT "" THE CONTRACTOR IS ALSO'.URGED "TD;`TAKE COLOR PHOTOGRAPHS. ALONG THE 27. TO PURCHASE .OR `CONSTRUCTION 1.OFANY UTILITY PIPE OR STRUCTURE. POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. ROUTE OF' THE, PROJECT TO RECORD:'EXISTING CQNDITONS PRIOR TO CONSTRUCTION, AND TO OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY 70 AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS ,'.THAs MAY OCCUR DUE TO THE- 3. ALL PIPE LENGTHS ARE : SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTION: QF THE PRC)JFCT. + A PERMANENT STAND OF SOD AND/OR GRASS PER CITY CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE - ' - CONFORM WITH CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 4 ' IT SHALL BF THE CONTRACTOR'S RESPONSIBILITY ;TU; EITHER CONDUCT ANY, FIELD • EXPLORATION FULL WRITTEN REPORT AS 70 THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS OR ACQUIRE ANY,'GEOTECHNICAL , ASSISTANCE. REQUIRED TO ESTIMATE THE AMOUNT OF 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE „UNSUITABLE; MATERIAL THAT ;WILL REQUIRE;. REMOVAL :AND/OR TO ESTIMATE THE AMOUNT OF PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS FUNCTIONING PROPERLY A7 TIME OF ACCEPTANCE. SUBMITTED TO THE CITY. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR OFF SITE BORROW,: THAT WILL` BE' -•REQUIRED, REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTFIONS MUST BE REINSPECTED JOHNS RIVER WATER MANAGEMENT DISTRICT. 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. 5 � ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE COINTRACTOR TO THE DEVELOPER 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND 29. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND. THE CITY FOR A 'PERIOD• OF•; ONE YEAR.- FROM DATE":`OF ' ACCuEPTANCE BY THE OWNER- 6., ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS, DRAINAGE EASEMENTS AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL -" AND THE CITY '. ` '° BETWEEN PRIVATE LOTS, DRAINAGE RIGHT--OF--WAYS AND UNDER PAVED ROADS ARE TO BE PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM r 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. FILTER -WRAPPED. CONTAMINATION LEVELS. CONTRACTOR SHALL BE 6 ELEVATIONS -ARE BASED ON., NATIONAL GEODETIC ;VERTICAL, DATUIM OF 1929 (N.G.V,D.) UNITED RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF 30. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINCGS SHALL NOT CONTAIN MORE STATES COASTAL AND GEODETIC SURVEY (US C & G,S.), .AS DETERMINED BY. BOATWRIGHT 7. ALL INVERTS IN DRAINAGE.` STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MAITERIALS USED IN THE JOINTS LAND SURVEYORS. FILE NO. 2002--1009, BETWEEN EACH LAYER OF BRICK, OR REDDI--MIX CONCRETE WITH #57 STONE. 7.' FOR 'BOUNDARY, ROADWAY AND LOT GEOMETRY,• INFORMATION SE[E PLAT.. 8, UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE " 7. REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. ' 8.- THE CONTRACTOR, .WILL CONTRACT -WITH AN, INDEPENDENT-' TESTIMG LABORATORY TO PERFORM CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE 31. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY MATERIAL TING AND .SOILTESTING IN ACCORDANCE -WITH COUNTY REQUIREMENTS, THIS 9, .. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR ELIMINATION SYSTEM RULES AND REGULATIONS, SHALL INCLUDE DENSITY TESTS., IN ; ALL PAVEMENT ARIAS ' AND TPN .ALL UTILITY TRENCHES MANUAL. PAVEMENT. 32. LOCATED IN PAVEMENT AREAS', CONCRETE '.TESTING ; ANp ALL OTHER MATERIAL. TESTING. PRIOR 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN ADVANCE THROUGH ROBERT KOSOY AT TELE HONE # 247-58;34. TO LIMEROCK ;PLACEMENT, .THE. PROJECT; GEOTECHNICAL ENGINEER SHALL MAKE 10, ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN RECOMMENDATION -FOR .,UNDERORAIN PLACEMENT, ; ; 33, UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. ACCORDANCE WITH CITY STANDARDS. FLORIDA STATUTES. 9. THE CONTRACTOR.: SHALL BE` RESPONSIBLE; FOR ALL (NECESSARY PERMITS AND 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS 34, CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE „OBTAINING INSURANCE REQUIRED. FOR ;THE.:PROJECTANCLUDING CITY . RIGHT--OF-WAY •PERMITS FOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF WORK -IN tTHE CITY RIGHT OF -WAY OR EASEMENT; SANITARY. MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS BARRIERS. ,. :. SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS�-BUILT" IN THE EVENT OF DELAYS IN CONSTRUCTION, THE 10. THE CO THE WORK WITHIN CITY OfR STATE RIGHT-OF-WAY NTRACTOR SHALL COORDINATE, I DRAWINGS, FOR. THIS PROJECT. WITH ``-THE PROPER AGENCIES`; FOR `MAINTENANCE OF. TRAFFIC :, AND METHOD OF CONSTRUCTION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, AND. REPAIR: 12, ALL SEWER MAINS SHALL BE PVC (ASTM�-3034) DR -35 FOR DEPTHS TO 15 FEET, DR18 FOR 1 1 . ALL PUB IC- DRAINAGE 'EASEMENTS SHAL 1 "UNOBSTRUCTED" (EASEMENTS. ALL L E L . U DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. _ - -8E "UNOBSTRUCTED"` EASEMENTS TO.,. CLEAR ANfa''faRl1%EABLE.: 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER 12 f "AS -BUILT". _DRAWINGS - " AS--BUILTS TO THE =CITY;1ANf) :THE ST. JOHNS RIVER WATER FOOT . AND SHALL BE TERMINATED 5 FEET FROM THE HOUSE WITH A DEPTH OF 48" UNLESS 'OTHERWISE D ,AFLORIDA REGISTERED MANAGEMENT; DISTRICT ARE_ REQUIRED TO BE;;:SIGNEf). AND SEALS BY,A F DETAILED OR RESTRICTED DUE 70 DEPTH OF SEWER MAIN. A SEWER CLEANOUT SHALL BE INSTALLED ON EACH SERVICE AT THE PROPERTY LINE. LAND SURVEYOR .THEREFORE, IT. SHALL; BE THE- CQNTRACTOR'S RESPONSIBILITY TO CONTRACT WITH k LAND, SURVEYOR REGISTEFRED, IN THE 'STATE OF FLORIDA FOR � THE PREPARATION, FIELD 14. WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE UNLESS OTHERWISE =LOCATIONS, �CERTi�FICATION AND SUBMITTAL OF AS--BUILT;:_•DRAWINGS AN ACCORDANCE WITH SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION CURRENT CITY ,STANDARDS; AND SPECIFICATIONS:AND'SJRWMD REGULATIONS., IT IS .,THE STANDARDS. CONTRACTOR'S RESPONSIBILITY TO `PROCESS THE SAS -BUILT"- DRAWINGS; FOR APPROVAL BY THE. CITY. ;AS=BUILT DRAWINGS `MUST :'BE 'PRQVIDEDc. TO THE,•. CITY" IN' HARD COPY AND DIGITAL 15.: ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-pw AND FORMAT, 1N, AUTQCAD 14 OR.'HIGHER ' SHALL BE SO MARKED. 13. THE CONTRACTOR SHALL COORDINATE THEIR.. CONSTRUCTION WITH ALL^ OTHER CONTRACTORS. 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED IN THE EVENT OF. ANY. CONFLICT. WHATSOEVER, : THE CONTRACTOR SHALL NOTIFY THE ENGINEER UNTIL FINISHED WORK IS COMPLETE. AND OWNER PRIOR TO PROCEEDING WITH CDNSTRUCTION;" 17, HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM 14. 5SEWER ALL ;CLEARING: AND GRUBBING" REQUIRED FOR,ALL 'ROADWAY, ;UTrILITIES, . DITCHES, AND BERMS ;SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. INCLUDED IN THIS PROJECT: AND THE CLEARING,:'AND GRUBBING OF ALL RIGHT -OF --WAY OR .18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET EASEMENTS SHALL BE CONSIDERED AS. PART` OF THE PROJECT. HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. DR 18 AWWA 5.'- kC-900:FOR ALL AREAS SHOWN TO BE. SHALL BE CLEARED AND GRUBBED 'IN ACCORDANCE WITH NEWLY INSTALLED SEWER & DR 25 AWWA C--900 WATER) WILL BE USED WITH THE -'FILLED CITY' STANDARDS' AND SHALL BE FILLEDWITH,: CLEAN :STRUCTURAL FILL COMPACTED AND JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF TESTED IN ACCORDANCE WITH THE GEOTECHNICAL 'INVESTIGATIO�V REPORT. OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. ; IT IS PREFERABLE 70 HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET 16. CONTRACTOR AS RESPONSIBLE FOR PROTECTION 01=:; ALL, .AND PROPERTY,. MONUMENTS, OF SEPARATION WHERE POSSIBLE. IF A MONUMENT IS DISTURBED, THE CONTRACTOR "SHALL CONTRACT WITH THE SURVEYOR OF 19 WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH RECORD FOR, REINSTALLATION OF THE MONUMENT.:,,,,,.., . A MINIMUM OF -18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY 17. '.PIPE ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE ..DISPOSED OF OFF-SITE BY (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) CONTRACTOR, WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION, THE MINIMUM VERTICAL 18. ALL EXCESS SUITABLE ANDUNSUITABLE MATERIAL ; SHALL BE REMOVED ' FROM THE SITE BY THE SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT CONTRACTOR UNLESS DIRECTED OTHERWISE.. BY ENGINEER OR OWVNER. POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 19. ALL EXISTING TREES TO REMAIN SHALL -BE PRESERVED -AND PROTECTED. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. COORDINATED WITH CITY;,FIRE MARSHAL. ": 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED 21. ROADWAY UNDERDRAINS;`SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH NECESSARY BY THE GEOTECHNICAL ENGINEER. DURING CONSTRUCTION. THE CONTRACTOR SHALL DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL NOTIFY THE': ENGINEER IF,, HIGH GROUND` .WATER -CONDITIONS ARE' PRESENT DURING THE SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST PREPARATION OF THE ROADWAY SUB -BASE; 100 FEET BEYOND ANY DISCOVERED SOLVENT. 22. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JORNTS AT 50' O.C. ON ALL CORNELL ONE PREPARED FOR BEACHES HABITAT GENERAL NOTES Date COMPANY CONTACT / TELEPHONE # WATER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS ROBERT KOSOY / 247---5834 SEWER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS ROBERT KOSOY / 247-5834 ELECTRIC SERVICE JEA CARL ZEHLER / 665-6071 TELEPHONE BELL SOUTH RICK MULL / 519--2543 CABLE AT&T 1-800-432--4770 Revision Project No.: Drawing 0301-09 Scale : AS NOTED RICHARD C. WELCH, P.E. Date By P.E. 040279 JAN. 2003 Sheet _ of 8 I los chu�2 w . .1 EROSION -& SEDIMENT CONTROL NOTES: 22. THE RECORD OR AS -BUILT --DRAWINGS SUBMITTED TO PLACE THE CONSTRUCTION INTO SERVICE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION THAN 10 FEET. CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL -A CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. SHALL PROVIDE EROSION PROTECTION AND TURBIDITY 23. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT AILL BENDS AND TEES. AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO 24. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL. VALVES SHALL OPEN BY OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSII WORKING PRESSURE AND 400 FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT PSI TEST PRESSURE. INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 25, ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO) THE PRESSURE TESTING OF WATER AND SEWAGE FORCE MAINS. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS 26. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN AND CRITERIA. PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR 70 PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS 27. A UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE' HELD PRIOR TO COMMENCEMENT POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY 70 SCHEDULE THIS CONFERENCE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER CITY 28. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE STANDARDS AND MEETING THE N.P.D.E.S; FINAL STABILIZATION SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A REQUIREMENTS. FULL WRITTEN REPORT AS 70 THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. 'SHALL BE SUBMITTED TO THE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS SUBMITTED TO THE CITY. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTFIONS MUST BE REINSPECTED JOHNS RIVER WATER MANAGEMENT DISTRICT. PRIOR 70 ACCEPTANCE. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND 29. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF 30. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINCGS SHALL NOT CONTAIN MORE REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MAITERIALS USED IN THE JOINTS ENCOUNTERED DURING CONSTRUCTION AND DEWATERING SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED OPERATIONS. WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0,2 PERCENT LEAD. 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE 31. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE CITY APPROVED MATERIALS ELIMINATION SYSTEM RULES AND REGULATIONS, MANUAL. 32. A PRE --CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN ADVANCE THROUGH ROBERT KOSOY AT TELE HONE # 247-58;34. FILTER FABRIC TO PREVENT SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER 33, CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER WAINS AND FORCE MAINS IN FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. ACCORDANCE WITH CITY STANDARDS. 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS 34, CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE AND/OR SWALES FROM SEDIMENTATION DURING OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF CONSTRUCTION USING NECESSARY SEDIMENT CONTROL THIS PROJECT. BARRIERS. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND INCREASE RUNOFF. GENERAL NOTES Date COMPANY CONTACT / TELEPHONE # WATER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS ROBERT KOSOY / 247---5834 SEWER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS ROBERT KOSOY / 247-5834 ELECTRIC SERVICE JEA CARL ZEHLER / 665-6071 TELEPHONE BELL SOUTH RICK MULL / 519--2543 CABLE AT&T 1-800-432--4770 Revision Project No.: Drawing 0301-09 Scale : AS NOTED RICHARD C. WELCH, P.E. 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