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HomeMy Public PortalAbout06-0119 Catskill Builders_3of4RECEIVED - 15 EDGE OF PAVING 75 43 + 1 3 oPK 2 22 - O + + +�2- 5/8 ° RBF 5/8 ° RBS S . :1'1.1".7.20;. t- .10; :SEE NOTES) i _.. . :. • ?9'55 00-E - . 13 0 /.1 7 3 x 3 Ig� ENE 14,.1" NE 12 . LAUREL AVENUE 60' R/W Z q v + -7,40.00' P O PK 8 3 -� e S 79'55'00-E 50. ii ' FG:7.® g FG:' 7.35 _ _ . • 1P:9.00 - -- 11 S �..�_ FI.8.33 •• ■ J 2X1/2 ° IPF o 0) 6.3 FG: 8.43 LOT 5 1. IN o O X(i) 6 3 I• FG: 8.03 _____ ____FCaL85 ) 6 -I1 FG:8.CIO +S 1 8.35 o ci FG: . LOT 3 + 9.1 FG: 9. + 10 9 o ZI 83 P + F1:8.65 P - P CMF „ S ° 61 -1 1 "I 'oO Vl 1 FC ® 6 o 16' K O FG: 8.75 I O �, 114 PP 1p.4 01p" 010 A0 ®G: 8.t5 I 'I 1 1 I IV' I 1 1 1 �R EF P` \ \ \ \ +9 \ OP'‘ LOT CONC.SLAB OPK ELEV. I I / / / / /a5 //v v / / / / / Y I+'9 4 =9.00 "Ii--- \ \ \ \ vI cl 0 N1 FG: I IM 10 Ii jr I I +-Jr ® .13 0 �I _ FG: 8.75 / \ FG: 8.75 ® FG: 8.30 r -_ � '' ® FG: 8.35 gSWALE O 0.391. FG: 8.23 ,c �gPKs , 8 FG:8.53 P L 1 1" S I- G:8.60 P + „PME S,P■�E 29 , g.3 + 8 \ 1. DRIVEWAY WILL BE 5 /8' RB.SO PM/ (IE OYSTER SHELLS PERVIOUS MATERIAL OR GRAVEL) -, �; S 7958'39 E 12.17 - AS PER CITY OF N 7958:59-W 2. DRIVEWAY WILL MATCH LAUREL AVE. TO THROUGH THE EX. LOT 14 10 5 TYBEE ISLAND ORDINANCE. EX. GRADES ALONG MAINTAIN POSITIVE DRAINAGE ROADSIDE SWALE. 0 10 20 GRAPHIC SCALE / / REVIEiIED BY: ABW PTL B~ z�s, FIE NAT Na: 060019 ""'� 080°19 PROJECT NAME 101 LAUREL AVE SHEET 1 OF 2 / WARD �� GRADING & DRAINAGE vim/ // , //`►'t.4 �- .9 �',� .I �RI ESSIONAL EXPIRES • PLAN FOR 1019 LAUREL AVE. CATSKILL BUILDERS, INC. Tybee Island, Georgia EDWARDS, INC. Engineering • Planning • Science • Surveying / / y t' ii c NE Z FN E3 �P ♦ / P.O. BOX 36'1 '13B CANAL S i Ftt i SIETE 304 e LFF1 '& sc 2esio PoOLffi, GA 31322 PH 837 -s215o P'' 03'127 - FAX 03433I337-2558 FAX 03'12) 390-0098 http//www.WarcEdwarde.com ftpWwww.we1-dEdw .,01,1 ■ - SLOPE VARIES SEE PLAN APE VARIES (AVG. = 7 %) SEE PLAN (AVG. = 2 %) 0.3" (AVG. DEPTH) 84" EASTERN SWALE DETAIL N.T.S. SLOPE VARIES SLOPE VARIES SEE PLAN SEE PLAN (AVG. = 1%) (AVG. = 12 %) 0.25" (AVG. DEPTH) 36" WESTERN SWALE DETAIL N.T.S. / ♦ SWALE DETAILS / - ■ REVIEWED BY ABW DRANK BY: PTL DATE z�N PROJECT PR. MOM NAPE 01_060019 PRO.ECT NAME 1014 LAUREL AVE SHEET 2 2 o R o WAND t, (; •' : NAL FOR 1019 LAUREL AVE. A VE W EDWARDS, INC. 1� ° , : ngineering •Planning •Science •Surveying �,4 -31- ;Y -". CATSKILL BUILDERS, INC. Tybee /s /and, Georgia PD. BOX 381 13B CANAL S 1 Ft-t 1 SIJTE 304 BL.LFFTOf'& SC 29910 POWER GA 31322 ax 03433 837-B2E0 PI-I 0319 330-0093 FAX ®19 330--00.98 http//www.WarcEdviercie.com ftp. //www.WerYEdwadsLam PQ ♦ / ♦ - / RECEIVED 5/8" RBF S 7955'00 "E LOT 3 P P + 1.15 1.3 OP's 1.2 22 �1J O 8'0 + + +1.2 5/8" RBS + EDGE OF PAVING 1k LAUREL AVENUE 60' R/W S 79'55.00"E 50.11' +16 + 81 P P CMF 8.0 N 1070'51"E + S FG:'7.50 + 82 • + FG• 8.75 i/bt14' + N I O Jr,' � 14 F: 8.5 104 + 010 P EFo 010 � P O .DER 6' \rG:8.t5 'AI t 1 0 I + 9.2 + 81 8.9 LOT 4 °PK CONC.SLAB OP' FFE =9.00 � I / \ / \ / \ / /\ 1 S 11 P / FG: 8.75 \? FG: 8.30 ®.�-'� FG: 8.35 + SSWA E 0 0.3% �pKS + 8.4 25 P1NE 5/8" RBS° 0 WM + 8 "1 FG: 8.75 FG: 8.23 2'P \NE 2 0 POD 1< X S 79'58'39"E 12.17' X N 7958'39"W LOT 14 50.00' 10 5 1” /PF 0 X LOT 5 10 GRAPHIC SCALE 20 GRADING & DRAINAGE PLAN FOR 1019 LAUREL AVE. CA TSKILL BUILDERS, INC. Tybee Island, Georgia • w WARD EDWARDS, INC. Engineering • Planning • Science • Surveying PD. BOX 381 138 CANAL b 1 Ft"t I SURE 304 BLLFFfON. SC 29810 POOLH3 GA 31322 PH 03433 83713250 PH 812) 330 -0026 FAX 8423 837 -2558 FAX 819 330 -0098 http. / /www.Wa' dwa'de.cam ftp. / /www.WerdEdwer•demm REVIEWED BY: ABW DRAWN BY: P11. DAZE 2/15/06 SCALE r_ 10' PROJECT No. 050019 FILE NAME: C1- 080019 PRO,ECT NAME 1014 LAUREL AVE SHEET 1 OF 1 RECEIVED 5/8" RBF 0 S 7955'00T LOT 3 P P + + 109 S. CMF �.3 9.1 •; +72 5/8" RBS 50.11' X15 EDGE OF PAVING ° a 0 H- • 7 iP• 7.20 10' S. DRIVE WAY o S 79'55;00"E FG:'7.35 8.1 3 + - 6I FG: 8.75 +4 a ° - TP: 9.00 + /.5 A30 + 7,1 B. ± ENE LAUREL AVENUE 60' R/W 51 245 + 750.00' ER 00( 8.5 11''44P' 0+ S. o� • 1/2" IPF FG: 8.03 }/6 /9 0I FG: 7.90 I N 0 k^ I '\ Ir o1 0 O o N 1070'51"E P S 79'58'39"E 12.17' i F 8.35 FG: 8.15 LOT 4 CONC.SLAB ELEV. -9.00 A. I / I /55 /�\ �C FG:8.75 \/ r FG: 8.30 ate. -- FG: 8.35 + SWALE 0 0.3% 4 \JE P\45 + S P 250°1 5/8" RBS° x--- -- X N 7958'39'W 50.00' P FG: 8.75 b,4 I jr CG • f�I I FG:t.13 FG: 8.23 2 0" 81 O ❑ + LOT 14 10 0 0 rn 5.3 A ti LOT 5 1" IPF 10 20 G • APHIC SCALE GRADING & DRAINAGE PLAN FOR 1019 LAUREL AVE. CATSKILL BUILDERS, INC. Tybee Island, Georgia I • WARD EDWARDS, INC. Engineering • Planning • Science • Surveying P.O. BOX 391 138 CANAL 5 11-rt I SLITS 304 B.LFFTON. SC 29810 POOLER. GA 31372 PH 18431 937 -6250 PH 1912) 330 -0026 FAX 09431 937 -2559 FAX 0312) 330 -0088 http//www.WardEdwerde.com ltpi/ /www.WerdEdwerde.com RENEWED Br. ABW DRAMA B'I PTL 0A1E 2/15/06 SCALE 1 -■ 10' PROJECT N.: 060019 FILE NAME C1- 060019 PROJECT NAME 1014 LAUREL ME. SHEET 1 OF 2 RECEIVED �.2g0co 0 SLOPE VARIES SEE PLAN •P VARIES (AVG. = 7 %) SEE PLAN (AVG. = 2%) 0.5" (AVG. DEPTH) 36" — EASTERN SWALE DETAIL N.T.S. SLOPE VARIES SLOPE VARIES SEE PLAN SEE PLAN (AVG. = 1%) (AVG. = 12 %) 0.5" (AVG. DEPTH) 24" WESTERN SWALE DETAIL N.T.S. SWALE DETAILS / IE BY: ABW DRANN BY: PTL H.TS PRQECT NA1� 1014 L.A41BX SHEET 2 OF 2 / WRD ;„ CIJ FOR 1019 LAUREL A VE EDWARDS, INC. _ Engineering •Planning •Science •Surveying O p F` CA TSKILL BUILDERS, INC. Tybee Island, Georgia 36'I '138 CANAL S i rtt 1 SUl'E 304 BLUF> rON. SC 29910 Poas� �a 313zz PH 8943) �7O PH 33'12] 33o-oo2s FAX 03437 831 -2"�B FAX 0312) 330 0008 nctp���www•WertEdwerclBzar, ftp. / /www•Werl�dwerde.carn ♦ N B. P ♦