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Home My Public Portal AboutBREWERS LANDING.pdfLAUREL AVENUE 60' R/ NOTES: ' 1. ALL, LOTS SHALL BE SERVED BY CITY OF TYBEE ISLAND WAFER AND SANITARY SEWERAGE SYSTEMS. 2. ACCORDING TO THE FLOOD INSURANCE RATE MAP DATED 6/17/86 THIS SUBDIVISION IS WITHIN THE 100 YEAR FLOOD ZONE. ZONE A-8, BFE 12. , 3. THS' PRIVATE DRIVE KNOWN AS BREWER'S LANDING SHALL BE FOR THE USE OF AND SHALL BE MAINTAINED By THE OWNERS OF LOTS 6-16. IT SHALL NOT BECOME THS RESPONSIBILITY OF THE CITY OF TYBEE ISLAND. 4. LOT CORNERS ARE 5/8" REBARS UNLESS OTHERWISE NOS ED. 5. INTO 4LAT LOTSENOWBINES 5 KNOWN AST9-A, 10-A,1111 13) A & 12--A. S. MODULAR HOMES SHALL NOT BE PERMITTED ON THESE LOTS. 7. ALp HAVE AMES MINIMUM OF CONSTRUCTED1 00 SQUARES FEET HALL OF HABITABLE AREA. ° BENCHMARK ASH NAIL IN L/P S 79°55t0"E 154.72' ELEV 7.55B3.64'' �-`-- -,- k---" - .• - - ---- - - ; - - — 91.{38' .. ____. _ _r _!' — - - _. - I _ MARSH I t I 'z_�``` k ,� r'25` UNDISTURBED i 1 I ' ; + , NATURAL BUFFER ( i 7a53 SF --- ,-iL1-T 12— A -- 11 ! • t �%� AREA'� �dm, 3F r MARSH t _ _ �f Di1Tt6Pf1t ESMi�� AREA - 11.411 , • �,• - P U 1`` �; • '� -- - ------ 'I�- Q , t a 66112 SFL 15 s 10' DRAIN ES ,{ \ ,! , LSA I � t t cm �� , +y� 9, \ AREA = ,144 SF t t I I t 2.29 0; o f ,� '0 b' DER. VICINITY MAP NOT TO SCALE —20 LCAT 1 /� cQj � 0� cMFI � is' DRAIN. & ----- ESM---- - %- 11 It I ASA - 6692 SF i t "h'� �O� t i I�x . t -------------------- timCt to _.. __.__ __._ ______ _ I LoA im t B ER' S LANDING ck� 1p �,-" = 1 SF 0 (PRIVATE DRIVE) :1--, I � ---------- Pte(°� - o~ ' s 7�v5'00"E 190.00' Pies - - a - N 79655'00"W 187.67' - MARSH t �� W DRAIN. & UTILITY ESMT. ' ! ----- _ _---_____ Sw___4 ----------------------------. t i 0 rj T t j t �J � ARE ' 13.231 - f; ,, MARSH , ! • AREA s 7005 SF t AREA = 8750 SF -------- ----- ' ; i �► Lff. 15' DRAIN. & SjTILiTY ESatT. L--------- ... - I y \ t i I LOT c i ; L O T "'}� T + I I AREA1� 10.481 SF j ! t /0 1 Cl O� T( { T I AREA = 12.178 SF t AREA = 7202 SF I " AREA 7119 SF f; % L MARSH + , + ______ t I + /` AREA =, _. ---------------� i _, -------------- rl ! 'i- - - - - -73 -t„ I _ _ _ { t 7' P�� ' 2 -DRAIN. & UTIUrY ESMT• L - ! �' �•lyt ,*OQ ��. � t 1 V ,•,•� tQ Qj cats o J� ��„�� .. � 0 p OLD HWY 80 80' R/w ELEV 9.49 EQUIPMENT: TOPCON AP-L1A ERROR OF CLOSURE: � ORR 14 LLINEAR: �/ G�5TER ANG: ANGLE * ,�� O * PLAT, 1/226,000 LLAANN SURVEYOR � NO. 2249 a 0 40 40 0 40 80 127 636 SfEPHENSON AVENUE � � was p SUITE C SAVANPJAH GEORGIA 31405 IsUR SCALE: �'� �` `�� GRAPHIC SCALE - FEET TELEPHONt- 912-352-0464 T ,EY DATE: JANUARY 10, 2001 FAX: 912-352-7787 FILE No. 99-167B Clr.�LI'15 oaR-ACL �nu�cr� F7 RECOMBINATION LOTS 9, 10, 11, 12 & 13, BREWER'S LANDING, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA sem.. FOR: MARSHWINDS DEVELOPMENT CO., L.L.C. N Z_ V � Z ZZ iLl < < VAI lu+' w •• w W 3:i �i $ wtt DATE: OC -T 25=05 r CHECKED BY: hW- Z V DRAWN BY: Z S.A.L. W v DESIGNED BY: °z�+c S.A.L. La W W V! W� t!u uj a � � P% W 0 h Uzi V W � Z G O cc m Ln Nil D Q m PROJECT NO. 1 •i A1TS SHEET NO. � 0 D OF BENCHMARK X, + NAIL IN Lf P I I� OAK S"I'FttEET ! + ELEV 7.85 lip A40 +41 ! / l + c FG7, FG7.1I FG7. 7• # ,�h ANAGE SEMENT F 7.5 FFG .4 xc,4, G • b k + B.S. 1+/ FG7.2 D FG7.51 oe Q _ soon*A j 7P7.30 fir FG7. p• - _E,� -- oo REAR do SIDE LO 5W WITH T4 BE 0.4• MI UM WITH\� 10:1 MINIMU & 3:1 M SLOPES. .} +b F /GRADE AS REQUIRED I /DRAINAGE PATTERN SHOWN. ;k Q Y 1 1 + +tp / V. 7.0 4__ ALL PAVEMENT, FLOORS BENEATH STRUCTURES, (PATIO'S, GARAGE FLOORS, ETC...) SHALL BE ELEV. 7.50 MIN. ADJACENT GROUND ELEV. SHALL BE 7.0 MIN. CONTRACTOR SHALL `PREPARE PROPOSED BUILDING SITES SHOWN AS DESCRIBED ON CS AND PLACE EXCESS SUITABLE MATERIAL TO ELE'V. 7.0 WITH 3:1 MAXIMUM SIDE SLOPES TO , MISTING GROUND. PROPOSED IMPROVEMENTS MAY BE VERIFIED BY RECORD AS -BUILT PLANS AT THE COMPLETION OF THE WORK. PROPOSED ELEVATIONS & GRADES WITHIN BOTH PAVED AND UNPAVED AREAS ARE CRITICAL. NO SLOPE SHALT. EXCEED 3.1 SODDING IS RECOMMENDED FOR ALL SHOULDERS AND ALL SLOPES STEEPER THAN 5:1 SAWCUT' EXISTING PAVEMENT TO NEAT EDGE MATCH EXISTING PAVEMENT GRADES. WHERE MATCHING EXISTING PAVEMENT. SAWCUT EXIST PAVEMENT & TACKCOAT EDGE OF PAVEMENT & BASE PRIOR TO PLACING PROPOSED PAVING. HYDROSEEDING SHALL BE REQUIRED ON ALL ROADSIDE SWALES. MINIMUM FINISHED FLOOR ELEVATIONS TO BE 12.0 M.S.L. PROVIDE 8" MINIMUM BETWEEN ACTUAL FINISHED FLOOR OF STRUCTURE AT THAT AREA (MAIN STRUCTURE OR GARAGE FLOOR) AND FINISHED .GROUND SURFACE, EXCEPT AT BUILDING OR GARAGE ENTRANCES. TOPSOIL. STRIPPINGS MAY BE USED FOR LANDSCAPED MOUNDS UNDER DIRECTION OF OWNER & ENGINEER. 8IEIlL#NGLANXIQT#�tER STtM TNUT�#ES. ALL EXISTING DRIVES TO BE REMOLD. ALL AREAS OUTSIDE OF THE PROPOSED DRIVEWAYS ARE TO BE GRASSED. TI 7.20 N 7.50 * , FG7.0 FG7.0 G.nXN �r,,� 4 # !+W h TP7.00 +A I ! o # 7. o EXISTING ! Co h a TP7.20 e + FIRE W (DRANT TP7.7 0� L _ _ + G7,0 +`' 1e 20' B.S.L. FG7. ESZ ' �`' � �`? % 7 �o°j Al° 15' P ATE w } t ...... EXISTING S" WATER MAIN �,�' 15' & + �' DRAINAGE SEME ,.. wa .... aft w . ..... on . so "- on . "w .", ,." wi, . . ,.r .....,. �,.� TI SEMENT 0 .50 MAINTAIN SWALE INVERT ,�y° " ! " I......��....G......�....�...w.....�... �.FG7.4*.70 TP7'�i4 .8 G7 � F07.0 THROUGHOUT DRIVE. { 1 FG7.3 • �, TP7.50 9 1 1P7.75 TP7.55+ }A , * 7. + R LAUREL AVENUE 64 R f a 'TP7.90 TP7.70 Q o 4 ! } EXISTING 8" SANITARY SE�NEI�R� � � � � I BRMR'VLANDING 40' PRIVATE R/W , N FG7 0 .0 �. 3 SY SAND CEMENT RIPRAP W/GE©TEXTILE FI ER MAINTAIN GUTTER LINE THROUGHOUT DRIVE. {�'� r- � � + FABRIC UNDERNEATH. ALL RIP -RAP TO BE TP7. TP7.75 .. 7�5. �. Tf�?.55 �, + 'tP7.3010% PRIV/�T PLACED INSZ LAi'F�� ,TN k�. WI1;,H BAGS �! ,�.'"" ---5�- a w- g• STAGGERED. TOP TO MATCH FINISHED GRADES. ! �15' RAINAGE & FG7.1 FG6.8 X6`6 ADDITIONAL SAND -CEMENT RIP -RAP SAN. M/H I ! UTILITY EASEMENT. _._r.. MAY BE REQUIRED TO CONTROL. EROSIO TOP ELEV 7.40 ! 7 3 +�'' I; •s ""` ;�+ 20' B.S. '""'""oom* ">� Nb LAND DISTURBING ACTIVITIES SHALL f IE 5.016 ! '` P �'•1 '.s �h OCCUR WITHIN 25' OF THE DNR / ! IE 4.9i ..�...... + [ eo 5 JURISDICTIONAL UNE. ONLY SELECTIVE ! EE REMOVAL (NO STUMP REMOVAL) 1 f ,� .>�,� OCCUR WITHIN THIS AREA. Cq t t 0. w +� '� o" �t i MARSH 4 �. y. +� 5 �b co Q REAR & SIDE LOT SWALES FG7.0 �' .^ w } TO BE 0.4' MINIMUM WIH � + ,��'� � � }� � �,�-'�"'.• e F ....g....�r.. SIDAESN(1YP }& 3:1 MAxIMUMj ,r FGT.B FG7. �C:.G7'�3,, -•-•• �.'' y GB.6 gyp` ! L �,. ! '1 2 G7.0 15' PRIVATE FGB. �° ' DRAINAGE EASE EN"f 6 ,,FG6. ,,.•- I I FG7. �� o FG7.3 7,8 "^-- F F 1 iI FG7.3 JTILITY WARNING ! � ~ � ,� °°# �`' I "`� .0 �I 1 FG7.0 + F07.0 'HE UNDERGROUND UTIUTIES SHOWN HAVE BEEN LOCATED FROM FIELD ; w e `t I +rt w "` "`"" � I # cs FG7 iL1RVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES. NEITHER THE S I � � 1 � � �•�. .t} 1i 'HE SURVEYOR NOR THE ENGINEER GUARANTEE (WARANTY, CERTIFY ETC....) �! w'/ � a � � `� � w �, � t f + HAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE INSTALLATIONS ! � { � �• h +� FG7.3 V THE AREA, EITHER IN SERVICE OR ABANDONED, ARE SHOWN. ! 7. k I=G7.8 + +y .s i FG7. TOR DO THEY WARRANT' THAT THE UNDERGROUND UTILITIES AND OTHER i � � FG 8 � wwww .r�7.8 � � � ! UBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED. ! 1 . � � ._ � �. �. t 't NE SURVEYOR HAS �E NO ATTEMPT TO LOCATE OR SHOW ELECTRIC, GAS 1 ..."". ""._. '"'.._ ."" - � Fc�T 0 `�0' B $,C. k + � 'ELEPHONE, CABLE OR OTHER UTILITES OTHER THAN WAFER, DRAINAGE AND ! �...FILL/GRADE 15' DRAINAGE & FI GR,�iE �-'� ! �s TO DRAIN (TYP.) UTILITY EASEME DRAIN (TYP.} Is, --•.. ,� � % � � r. ?EWER. ! 1bq s ...,.� ..... 7.o Fl7.a Ttr Acc �--. ,. FG7.4 k ��7 h•.. NOTE: i + 8.9 FG7 + G;B � .0 . G6.� ...�,. ftft . FG6.5 PRIOR TO BEGINNING ANY CONSTRUCTION, GRADING, EXCAVATION, LAND DISTURBING EXISTING ! a p 5.0' F FG7.0 LF AZ $. "�� + \CTiVTI'Y OF ANY TYPE, ETC... NOTIFY THE UTILITIES PROTECTION CENTER FIRE FIYtDRANT ! + R �---- (' .) • G8.0 + FG7.0 0 Qp� �. 1--800-282-7411. NOTIFICATIONS MUST BE GIVEN A MINIMUM OF I + WORKING DAYS PRIOR TO STARTING WORK AND IS GOOD FOR 10 DAYS FROM THE DATE � � � n---�,-� . � � '�,,, + F05.9�.r. s UTILITIES PROTECTION CENTER IS CALLED. THE CONTRACTOR SHALL BE RESPON- � - --`~•� o F07.0 • TTNC; WITH UTILITY COMPANIES rAD FIELD LOCATIONS OF UTILITIES P___4 - - r.^ft 1% --- tE FOR COORDIIN BENCHMARK CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF UTILITIES DURING CON- SPIKE IN P/�, { �. ICTION. THE g014TRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE "NIGH ��• � 4GE SAFETY ACT WHICH GOVERNS ACTIVITIES NEAR HIGH VOLTAGE POWER LINES. ELEV 9.48 VOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE" ,WIIIC SURVEY OF BLOCK 4, BLOCK 12, A. PORTION r3REL AVENUE & THE HIGH LAND EAST OF BLOCKS 4 GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, k LE NO. 99-167 NOVEMBER 17, 1999 BY J. WIZ• REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 T.ELEPHONK: 912-353--0454 FAX: 912--352--7787 i, 1EY IS REPRESENTATIVE OF THE DATE SHOWN. •iE PROJECT BE POSTPONED THE TOPOGRAPHIC OULD BE UPDATED. ACCORDING TO THE U.S.D,A SOILS MAP FOR BRYAN & CHATHAM COUNTIES THE SOILS TYPE FOR THIS SITE IS Cue (Chipley Urban fond complex) QLD H Y 80 LOT DEVELOPERS TO INSTALL 15" R.C.P. W/F.E.S. *DRIVEWAYS MAINTAINING INVERT ELEVATIONS SHOWN. AS LOCATIONS MAY VARY ! THE TYBEE ISLAND PUBLIC WORKS DEPARTMENT MUST APPROVE INVERTS FOR ALL DRIVEWAY CULVERTS PRIOR TO INSTALLATION. 4' SHOULDERS TO BE PROVIDED ON EACH SIDE OF DRIVEWAY PAVEMENT. Ir i 30 60 • : »�>r>I�i■II�r�ISI>�IaII�Irr�r� I I�IfKIr>i�I�Irtl�s GRAPHIC INSTALL SWALES/DITCH TO GRADES SHOWN W/2' BOTTOM AND 3:1 MAXIMUM SIDE SLOPES. NO WORK SHALL BE DONE IN 'TWE ADJACENT R.O.W. OR EASEMENTS WITHOUT ALL REQUIRED APPROVALS AND PERMITS OF ALL GOVERNING AGENCIES, AUTHORITIES, BODIES, ETC.... INCLUDING BUT NOT UM"M TO THE CITY OF TYBEE ISLAND. ANY AREAS DISTURBED OUTSIDE OF PROJECT LIMITS WILL. BE RESTORED UNDER THE DIRECTION & TO THE SATISFACTION OF GOVERNING AUTHORITIES (TYBEE ISLAND, ETC...}. F077.2• FcS. 415 y TO THE BEST OF MY KNOWLEDGE, TMESE PLANS MEET THE PROVISIONS AND STANDARDS OF THE FLOOD DRAINAGE PREVENTION ORDINANCE FOR THE CITY. ALL BUILDING DESIGN AND SUBMITTALS TO BE BY OTHERS. MARSH •8 SY SAND CEMENT RIPRAP W/GEQTEXTILE FILTER FABRIC UNDERNEATH. ALL RIP --RAP TO BE PLACED TWO LAYERS THICK, WITH BAGS STAGGERED. TOP TD MATCH FINISHED GRADES. ADDITIONAL SAND --CEMENT RIP --RAP MAY BE REQUIRED TO CONTROL EROSION. OWNER, DEVELOPER, & 24 HR. CONTACT ATTN: RICHARD MARLOWE MARSHWINDS DEVELOPMENT CO. L.L.C. 33 TWELVE OAKS DRIVE SAVANNAH, GA 31410 PHONE: 912--897--1742 FAX: 912--898-1742 24 HR. CONTACT: 912--897- 01 l40. 14912 THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. v �QAK AVE.. .• �; !REL AVE. ; •`.` L OLD HWY 80 VICINITY MAP REVISED: 12-7-99 PAANG, GRADING & DRAINAGE PLAN BREWER'S LANDING PIN: 4--0026-•8--2, 3 & 4 MARSHW#NDS DEVELOPMENT,CO.,--L .G. DAVIS ENGINEERING, INC, 85+6 STEPHENSON AVENUE, SUM C SAVANNAH, GSORGIA 31405 TEL: 912--355-72ft .FAX: 912-382-7787 E-MAIL DAViSENGINEERING*W l=NET.A:Tr.NET MtA"a D.S. 3 .MCM: D.D. C BENCHMARK X, + NAIL IN Lf P I I� OAK S"I'FttEET ! + ELEV 7.85 lip A40 +41 ! / l + c FG7, FG7.1I FG7. 7• # ,�h ANAGE SEMENT F 7.5 FFG .4 xc,4, G • b k + B.S. 1+/ FG7.2 D FG7.51 oe Q _ soon*A j 7P7.30 fir FG7. p• - _E,� -- oo REAR do SIDE LO 5W WITH T4 BE 0.4• MI UM WITH\� 10:1 MINIMU & 3:1 M SLOPES. .} +b F /GRADE AS REQUIRED I /DRAINAGE PATTERN SHOWN. ;k Q Y 1 1 + +tp / V. 7.0 4__ ALL PAVEMENT, FLOORS BENEATH STRUCTURES, (PATIO'S, GARAGE FLOORS, ETC...) SHALL BE ELEV. 7.50 MIN. ADJACENT GROUND ELEV. SHALL BE 7.0 MIN. CONTRACTOR SHALL `PREPARE PROPOSED BUILDING SITES SHOWN AS DESCRIBED ON CS AND PLACE EXCESS SUITABLE MATERIAL TO ELE'V. 7.0 WITH 3:1 MAXIMUM SIDE SLOPES TO , MISTING GROUND. PROPOSED IMPROVEMENTS MAY BE VERIFIED BY RECORD AS -BUILT PLANS AT THE COMPLETION OF THE WORK. PROPOSED ELEVATIONS & GRADES WITHIN BOTH PAVED AND UNPAVED AREAS ARE CRITICAL. NO SLOPE SHALT. EXCEED 3.1 SODDING IS RECOMMENDED FOR ALL SHOULDERS AND ALL SLOPES STEEPER THAN 5:1 SAWCUT' EXISTING PAVEMENT TO NEAT EDGE MATCH EXISTING PAVEMENT GRADES. WHERE MATCHING EXISTING PAVEMENT. SAWCUT EXIST PAVEMENT & TACKCOAT EDGE OF PAVEMENT & BASE PRIOR TO PLACING PROPOSED PAVING. HYDROSEEDING SHALL BE REQUIRED ON ALL ROADSIDE SWALES. MINIMUM FINISHED FLOOR ELEVATIONS TO BE 12.0 M.S.L. PROVIDE 8" MINIMUM BETWEEN ACTUAL FINISHED FLOOR OF STRUCTURE AT THAT AREA (MAIN STRUCTURE OR GARAGE FLOOR) AND FINISHED .GROUND SURFACE, EXCEPT AT BUILDING OR GARAGE ENTRANCES. TOPSOIL. STRIPPINGS MAY BE USED FOR LANDSCAPED MOUNDS UNDER DIRECTION OF OWNER & ENGINEER. 8IEIlL#NGLANXIQT#�tER STtM TNUT�#ES. ALL EXISTING DRIVES TO BE REMOLD. ALL AREAS OUTSIDE OF THE PROPOSED DRIVEWAYS ARE TO BE GRASSED. TI 7.20 N 7.50 * , FG7.0 FG7.0 G.nXN �r,,� 4 # !+W h TP7.00 +A I ! o # 7. o EXISTING ! Co h a TP7.20 e + FIRE W (DRANT TP7.7 0� L _ _ + G7,0 +`' 1e 20' B.S.L. FG7. ESZ ' �`' � �`? % 7 �o°j Al° 15' P ATE w } t ...... EXISTING S" WATER MAIN �,�' 15' & + �' DRAINAGE SEME ,.. wa .... aft w . ..... on . so "- on . "w .", ,." wi, . . ,.r .....,. �,.� TI SEMENT 0 .50 MAINTAIN SWALE INVERT ,�y° " ! " I......��....G......�....�...w.....�... �.FG7.4*.70 TP7'�i4 .8 G7 � F07.0 THROUGHOUT DRIVE. { 1 FG7.3 • �, TP7.50 9 1 1P7.75 TP7.55+ }A , * 7. + R LAUREL AVENUE 64 R f a 'TP7.90 TP7.70 Q o 4 ! } EXISTING 8" SANITARY SE�NEI�R� � � � � I BRMR'VLANDING 40' PRIVATE R/W , N FG7 0 .0 �. 3 SY SAND CEMENT RIPRAP W/GE©TEXTILE FI ER MAINTAIN GUTTER LINE THROUGHOUT DRIVE. {�'� r- � � + FABRIC UNDERNEATH. ALL RIP -RAP TO BE TP7. TP7.75 .. 7�5. �. Tf�?.55 �, + 'tP7.3010% PRIV/�T PLACED INSZ LAi'F�� ,TN k�. WI1;,H BAGS �! ,�.'"" ---5�- a w- g• STAGGERED. TOP TO MATCH FINISHED GRADES. ! �15' RAINAGE & FG7.1 FG6.8 X6`6 ADDITIONAL SAND -CEMENT RIP -RAP SAN. M/H I ! UTILITY EASEMENT. _._r.. MAY BE REQUIRED TO CONTROL. EROSIO TOP ELEV 7.40 ! 7 3 +�'' I; •s ""` ;�+ 20' B.S. '""'""oom* ">� Nb LAND DISTURBING ACTIVITIES SHALL f IE 5.016 ! '` P �'•1 '.s �h OCCUR WITHIN 25' OF THE DNR / ! IE 4.9i ..�...... + [ eo 5 JURISDICTIONAL UNE. ONLY SELECTIVE ! EE REMOVAL (NO STUMP REMOVAL) 1 f ,� .>�,� OCCUR WITHIN THIS AREA. Cq t t 0. w +� '� o" �t i MARSH 4 �. y. +� 5 �b co Q REAR & SIDE LOT SWALES FG7.0 �' .^ w } TO BE 0.4' MINIMUM WIH � + ,��'� � � }� � �,�-'�"'.• e F ....g....�r.. SIDAESN(1YP }& 3:1 MAxIMUMj ,r FGT.B FG7. �C:.G7'�3,, -•-•• �.'' y GB.6 gyp` ! L �,. ! '1 2 G7.0 15' PRIVATE FGB. �° ' DRAINAGE EASE EN"f 6 ,,FG6. ,,.•- I I FG7. �� o FG7.3 7,8 "^-- F F 1 iI FG7.3 JTILITY WARNING ! � ~ � ,� °°# �`' I "`� .0 �I 1 FG7.0 + F07.0 'HE UNDERGROUND UTIUTIES SHOWN HAVE BEEN LOCATED FROM FIELD ; w e `t I +rt w "` "`"" � I # cs FG7 iL1RVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES. NEITHER THE S I � � 1 � � �•�. .t} 1i 'HE SURVEYOR NOR THE ENGINEER GUARANTEE (WARANTY, CERTIFY ETC....) �! w'/ � a � � `� � w �, � t f + HAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE INSTALLATIONS ! � { � �• h +� FG7.3 V THE AREA, EITHER IN SERVICE OR ABANDONED, ARE SHOWN. ! 7. k I=G7.8 + +y .s i FG7. TOR DO THEY WARRANT' THAT THE UNDERGROUND UTILITIES AND OTHER i � � FG 8 � wwww .r�7.8 � � � ! UBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED. ! 1 . � � ._ � �. �. t 't NE SURVEYOR HAS �E NO ATTEMPT TO LOCATE OR SHOW ELECTRIC, GAS 1 ..."". ""._. '"'.._ ."" - � Fc�T 0 `�0' B $,C. k + � 'ELEPHONE, CABLE OR OTHER UTILITES OTHER THAN WAFER, DRAINAGE AND ! �...FILL/GRADE 15' DRAINAGE & FI GR,�iE �-'� ! �s TO DRAIN (TYP.) UTILITY EASEME DRAIN (TYP.} Is, --•.. ,� � % � � r. ?EWER. ! 1bq s ...,.� ..... 7.o Fl7.a Ttr Acc �--. ,. FG7.4 k ��7 h•.. NOTE: i + 8.9 FG7 + G;B � .0 . G6.� ...�,. ftft . FG6.5 PRIOR TO BEGINNING ANY CONSTRUCTION, GRADING, EXCAVATION, LAND DISTURBING EXISTING ! a p 5.0' F FG7.0 LF AZ $. "�� + \CTiVTI'Y OF ANY TYPE, ETC... NOTIFY THE UTILITIES PROTECTION CENTER FIRE FIYtDRANT ! + R �---- (' .) • G8.0 + FG7.0 0 Qp� �. 1--800-282-7411. NOTIFICATIONS MUST BE GIVEN A MINIMUM OF I + WORKING DAYS PRIOR TO STARTING WORK AND IS GOOD FOR 10 DAYS FROM THE DATE � � � n---�,-� . � � '�,,, + F05.9�.r. s UTILITIES PROTECTION CENTER IS CALLED. THE CONTRACTOR SHALL BE RESPON- � - --`~•� o F07.0 • TTNC; WITH UTILITY COMPANIES rAD FIELD LOCATIONS OF UTILITIES P___4 - - r.^ft 1% --- tE FOR COORDIIN BENCHMARK CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF UTILITIES DURING CON- SPIKE IN P/�, { �. ICTION. THE g014TRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE "NIGH ��• � 4GE SAFETY ACT WHICH GOVERNS ACTIVITIES NEAR HIGH VOLTAGE POWER LINES. ELEV 9.48 VOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE" ,WIIIC SURVEY OF BLOCK 4, BLOCK 12, A. PORTION r3REL AVENUE & THE HIGH LAND EAST OF BLOCKS 4 GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, k LE NO. 99-167 NOVEMBER 17, 1999 BY J. WIZ• REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 T.ELEPHONK: 912-353--0454 FAX: 912--352--7787 i, 1EY IS REPRESENTATIVE OF THE DATE SHOWN. •iE PROJECT BE POSTPONED THE TOPOGRAPHIC OULD BE UPDATED. ACCORDING TO THE U.S.D,A SOILS MAP FOR BRYAN & CHATHAM COUNTIES THE SOILS TYPE FOR THIS SITE IS Cue (Chipley Urban fond complex) QLD H Y 80 LOT DEVELOPERS TO INSTALL 15" R.C.P. W/F.E.S. *DRIVEWAYS MAINTAINING INVERT ELEVATIONS SHOWN. AS LOCATIONS MAY VARY ! THE TYBEE ISLAND PUBLIC WORKS DEPARTMENT MUST APPROVE INVERTS FOR ALL DRIVEWAY CULVERTS PRIOR TO INSTALLATION. 4' SHOULDERS TO BE PROVIDED ON EACH SIDE OF DRIVEWAY PAVEMENT. Ir i 30 60 • : »�>r>I�i■II�r�ISI>�IaII�Irr�r� I I�IfKIr>i�I�Irtl�s GRAPHIC INSTALL SWALES/DITCH TO GRADES SHOWN W/2' BOTTOM AND 3:1 MAXIMUM SIDE SLOPES. NO WORK SHALL BE DONE IN 'TWE ADJACENT R.O.W. OR EASEMENTS WITHOUT ALL REQUIRED APPROVALS AND PERMITS OF ALL GOVERNING AGENCIES, AUTHORITIES, BODIES, ETC.... INCLUDING BUT NOT UM"M TO THE CITY OF TYBEE ISLAND. ANY AREAS DISTURBED OUTSIDE OF PROJECT LIMITS WILL. BE RESTORED UNDER THE DIRECTION & TO THE SATISFACTION OF GOVERNING AUTHORITIES (TYBEE ISLAND, ETC...}. F077.2• FcS. 415 y TO THE BEST OF MY KNOWLEDGE, TMESE PLANS MEET THE PROVISIONS AND STANDARDS OF THE FLOOD DRAINAGE PREVENTION ORDINANCE FOR THE CITY. ALL BUILDING DESIGN AND SUBMITTALS TO BE BY OTHERS. MARSH •8 SY SAND CEMENT RIPRAP W/GEQTEXTILE FILTER FABRIC UNDERNEATH. ALL RIP --RAP TO BE PLACED TWO LAYERS THICK, WITH BAGS STAGGERED. TOP TD MATCH FINISHED GRADES. ADDITIONAL SAND --CEMENT RIP --RAP MAY BE REQUIRED TO CONTROL EROSION. OWNER, DEVELOPER, & 24 HR. CONTACT ATTN: RICHARD MARLOWE MARSHWINDS DEVELOPMENT CO. L.L.C. 33 TWELVE OAKS DRIVE SAVANNAH, GA 31410 PHONE: 912--897--1742 FAX: 912--898-1742 24 HR. CONTACT: 912--897- 01 l40. 14912 THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. v �QAK AVE.. .• �; !REL AVE. ; •`.` L OLD HWY 80 VICINITY MAP REVISED: 12-7-99 PAANG, GRADING & DRAINAGE PLAN BREWER'S LANDING PIN: 4--0026-•8--2, 3 & 4 MARSHW#NDS DEVELOPMENT,CO.,--L .G. DAVIS ENGINEERING, INC, 85+6 STEPHENSON AVENUE, SUM C SAVANNAH, GSORGIA 31405 TEL: 912--355-72ft .FAX: 912-382-7787 E-MAIL DAViSENGINEERING*W l=NET.A:Tr.NET MtA"a D.S. 3 .MCM: D.D. TREES WITHIN AREAS ENCLOSED BY SILT FENCE ARE: TO BE Wc"R T E REMaVrn REMOVED. TREES NOTED EKY A OVI.D A E O 8 . TREES OUTSIDE OF SILT FENCE OR ENCLOSED BY TREE PROTECTION TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF ALL TREES AND VEGETATION REQUIRED FOR THE PROPOSED IMPROVEMENTS. 1 NO HEAVY CONSTRUCTION OR EEQUIPMENT SHALL BE PERMITTED BEYOND LIMITS OF SILT FENCING/TREE PROTECTION FENCING (TYP.) SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT, INSIDE OF PROPERTY LINE WITH WITH OPENING ONLY AT CONSTRUCTION ENTRANCE. Sd! w.,.-w,�.rww.,,•,r�.wr.rr SILT FENCE (TYP.) SILT FENCE MAY ALSO SERVE AS TREE PROTECTION FENCING SILT FENCE (TYP,) BENCHMARK + NAIL IN L%P � ELEV 7.85 +�LIYE OAK STREET R Sdl. . SOIL EROSION CONTROL NOTES. 1. ONLY CLEAR AREAS AS THEY ARE TO E WORKED ON TO MINIMIZE AREAS OF UNSTABILIZED It n #t• $ +$. � � \ � + � (DISTURBED) SURFACE. STABILIZE ALL DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION IN �� +,�. 4� THOSE AREAS OR WHEN NO WORK IS IMMEDIATELY PLANNED. DUE TO THE ; � S� HIGH EROSION POTENTIAL FOR THESE SOIL TYPES, SLOPES ARE EXPECTED TO BE STABILIZED IMMEDIATELY UPON DISTURBANCE. � .�� `� 2. SEDIMENTATION BASINS SHALL BE CONSTRUCTED IN CONJUNCTION � ° � i Q �� j � A �+ � WITH CLEARING AND PRIOR TO ANY OTHER SITE WORK.� + 0 ++ y, 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE: APPROVED PIAN DOES NOT PROVIDE FOR . � p� �' 'Q � � • o f�)1,1F� � EFFECTIVE E EROSION CONTROL., ADDITIONAL EROSION AND SEDIMEN � Q+ �• t � •/ • � +w�� l CONTROL MEASURES SHALL BE IMPLEMENTED T'4 CONTROL OR TREAT THE SEDIMENT SOURCE. { t r, 000 4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE5 o�``'� INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR y ff TO ANE? CONCURRENT WITH LAND DISTURBING ACTIVITIES. i � Sd � � Ce � A � V �• 'S' +�' � 5. ALL GRACIED AREAS SHALL Bfr GRASSED, LANf}SCAPED OR t}THERWISE I a � N 1 + STABILIZED TO ENSURE PERMANENT STABILIZATION OF SAIL SURFACE. •�••a 17"W £R K 6. ALL. DEWATERING FOR EXCAVATION SHALL BE DISCHARGED INTO SUMPS T4 as 47"Vt ErFrE 1+� ALLOW SEDIMENTATION TO OCCUR PRIORTO RUNOFF LEAVING THE SITE. I [ � -�•''''� "-" ""-- 0' G` 7. UPSTREAM RUNOFF SHOULD BE DIVERTED AROUND AREAS WHEEZE POSSIBLETO MINIMIZE RUNOFF i ry � STRUCTURAL CONTROLS. VOLUME THROUGH SEDIMENT BASINS AND OTHER€ # t`�°' INSTALL INLET SEDIMENT TRAPS (Sd2) AROUND ALL OF I ___.. e2 Os3 tau 2 Ds3 Du s. �` c�y�+ THE. STORM SEWER INLETS, MANHOLES & OTHER STRUCTURES �h 6 � WITH OPENINGS INTO PIPES OR DITCHES. 9. ADDITIONAL CONSTRUCTION EXITS MAY BE ADDED + f F+t } h • �.� p Bf�t I + #S r#I+M I + �a 1 "F2 BUDq o ,� . +y. + CIDT RE E +2O BSL B.S.L.a�i _ ..._.. _..... _.__ DUSTING 8" WATER MAIN �$ 15 # AI 8� P a ,Co r, ,r ,w, ww w•, wr s ,,,, .r •n, r. ,w •w ,.0 „" w, ,M r. ,,,, ,"• w .r .,I" r ,". w .,• E -4s TI EtutEitlT ,`� ?7t ••�� •�•,• "I`• �,�° �'` I A , ° I ...... _�......_.. G..... ,.., ..._.......,....�''` r0 A R OAK LAUREL AVENUE 60 R/ CC)s2 Du ice'•) = Bf w • �r� EXISTING s "SANITARY SEWER�*� ` � �� I BREWER"VLAND 40' PRIVATE R/W +, � ^. � � .....�. 75'Q�'�,. '� _...._x.44' � + Sd 1 15' t?RAtNAGE & d ",r Sd 'IVF OAx 1 " _._. BAN. M/H �,,---' # E t UPUTY EASEF-M '� uv arc St oe TOP ELEV 7.40 � + p_. +vim s� � f6 LAND DISTURBING AcTNr ws SHALL � IE 5.06 °� � ' �,� ��, 4� 5 OCCUR WITHIN 25' OF THE DNR t TE ��©�.�" �P-' JURISDICTIONAL LINE. ONLY SELECTIVE • EE REMOVAL •t • �n { �' OCCUR WITHIN THIS SAL} h 1 aV*E I ,° �^ Bf 1� r t� �ryp•� +fll d Jy irLi u �! ' �� All 01MMSH Ln I G d Sd Sd 1 Q S -- .. • , + ISI Sd l Cd UTILITY WARNING ; ' # S 3 �`•, '' ......--.•.--r* THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD 21 + I �""? ky,• t � �+~`""`�• •�-• "WATER OAK SURVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES. NEITHER THE:, THE SURVEYOR NOR THE ENGINEER GUARANTEE (WARANTY. CE"RTIF"Y ETC....) 81 Ds2 WTau i`I1lP.) � f o1a ct31�i THAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE INSTALLATIONS I I � � �� t. � � ` f Sd 1 IN THE: AREA, EITHER IN SERVICE OR ABANDONED, ARE SHOWN. I � + +y. ...... NOR DO THEY WARRANT THAT THE UNDERGROUND UTILIT€ES AND OTHER I � � j U 2a' B.S.L. � 3 Ds2 s3 DuIMP.) SUBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR SHOW ELECTRIC, GAS t '` � � �..,_ ._ .__......_..._.� ._.._._.. ..�.. _._ .__. __.. � .�.--.�2p� s.s.c. �, to TELEPHONE,, CABLE QR OTHER UTIUTES OTHER THAN WATER, DRA#NAGE ANI) 15' DRAINAGE& t� a SEWER. q ++ UTILITY EASEME .r,•....•-moi.L, AGE NOTE: d w Sd 3 PRIOR TO BEGINNING ANY CONSTRUCTION, GRADING, EXCAVATION, LAND DISTURBING � +`�' A'""••• ACTIVITY OF ANY TYPE, ETC... NOTIFY THE UTILITIES PROTECTION CENTER EXISTING I � P P ,,a -� Sd -X215-a�,•. AT 1--800-282--7411. NOTIFICATIONS MUST BE GIVEN A MINIMUM OF FIRE F;IYE�I?ANi � +-------"``� a � �� + �.. + �- 3 WORKING DAYS PRIOR TO STARTING WORK AND IS GOOD FOR 10 DAYS FROM THE: DATE p ""'^••- O4k •```*., THE: UTILITIES PROTECTION CENTER IS CALLED. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES. BENCHMA9K �� THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF UTILITIES DURING Carr SPIKE IN �N PAF' # Sd I STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE "RIGH VOLTAGE SAFETY ACT" WHICH GOVERNS ACTIVITIES NEAR RIGH VOLTAGE POWER LINES. ELEV 9.49 �,� °�`� ,�'° ,�`?�' 1 16 '4 •�``"'• ��' THE. NOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE. QLD H Y 80 -$ p (10� +` �t tiry ti� 6ry 00- 0"PALM St MARSH OWNER, DEVELOPER, & 24 HR. CONTACT 0 0\ MARSHWINDS DEVELOPMENT CO. L.L.C. 33 TWELVE OAKS DRIVE SAVANNAH, GA 31-410 ACCORDING TO THE U.S.D A SOILS ��° PHONE: 912--897-1742 MAP FOR BRYAN do CHATHAM COUNTIES FAX: 912--898-1742 THE SOILS TYPE FOR THIS SITE IS Cuc (ChEpfey Urban land complex)X24 H.R. CONTACT: 912-897-6401 No WORK SHALL BE DME IN T14E ADJACENT R.O.W. OR EASEMENTS WM40U`r ALL RE(XJtRED APPROVALS AND PERMITS OF ALL GOVERNING AGENCIES. AUTHORITIES, NO. 1' 30 D 30 60 [TI_ 90 BODIES, ETC.... INCLUDING BLIT NOT LIMITED TO F' 'I THE CITY OF ISLAND. � ��.._..�...�.� :� ANY AREAS r)IS'IUFtBED aUTSroE QF fo,IE:cT THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF GRAPHIC SCALE - FEET UMfTS WILL. BE RESTORED UNDER THE DIRECTION wry- & TO THE SATISFACTION OF GOVERNING PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. �• Au mr s (ma fsLAND, Ere...). REVISED: 12-7-99 FINISHED GRADE -% 9, 1 1/2" GATE ---- � VALVE IN BOX (WRENCH OPERATED) 45' ELBOW SEE THRUST DETAILS. METER BOX OR CONCRETE: BOX W/SANITARY MARKED ON COVER. 45' ELBOW LOW PRESSU,E_,� SEWER SYSTEM TERMINAL FLUSHING CONNECTION N.T.S. CONTRACTOR TO FIELD VERIFY LOCATION, SrZE AND MATERIAL OF EXISTING WATER & SEWER MAINS PRIOR TO CONSTRUCTION. ALL CONNECTIONS TO E'XtSTING SANITARY SEWER MANHOLES TO BE CORE DRILLED. 3 I BENCHMARK NAIL IN L/P ELEV 7.85 a N USE PIERCING TOOL WHERE WATER SERVICES OR OTHER PRESSURE UNES 2" & SMALLER CROSS BENEATH PAVEMENT. ("#Yp) SAN. SOVER # PROPOSED PAVEMENT' PROP Aw� FINISHM D [GRADE MANHOLE #3 pR PtXSED �! * EXISTING SAN M.H. 170 LF B" EP 5.5 PAVEMENT10 ::.�.� --:s.,� RY "�, •..::.... # ...: # . T 17+Qy}�l�.F S' f � � SW E7AR I j�'� [ t..,1 0 O.4OX # # REMOVE EXISTING # 130SED SANITARY SEWER �ARY SEWER f # HOR2. 1 " ulilrl: I 1~Xt # 7.60* y # H— #I * f # EXWNGI # 5,49 � FIRE HYDRANT I.E. 5. OPOSED 4 MISTING 8" WATER MAIN "`"•"` ....«"..........r�..«..............�...�,.......�....«. E-4 Alp # # ry� � LAUREL AVENUE 613' :R/W EXISTING 8" 94WITARY Std!' ry ' # 30" COVER 1 I w r HOUSE SERVICE CONNECTION TO A LOW PRESSURE SEWER MAIN N.T.S. UTILITY WARNING SAN. M/H TOP ELEV 7.40 IE 5.06 IE 4.91 CONNECT 70 EXISTIING r WATER MAIN WITH W X 4" TAPPING SLEEVE & VALVE IN BOX. TO BE COMPAMBLE WITH MUELLER TAPPING MACHINE. REMOVE AND REPLACE EXISTING PAVEMENT AS NECESSARY TO ALLOW FOR WATER UNE INSTALLATION. MATCH EXISTING PAVEMENT. CONMCTOR SHALL FIELD VERIFY SIZE MATERIAL & LOCATION OF WATER [WAIN. PRIOR TO INSTALLATION. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMAMON OF VISIBLE ABOVE GROUND FEATURES. NEITHER THE THE SURVEYOR NOR THE ENGINEER GUARANTEE (WARANTY, CERTIFY ETC.... THAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE INSTALLATIONS IN THE AREA, EITHER IN SERVECE OR ABANDONED, ARE SHOWN. NOR DO THEY WARRANT THAT THE UNDERGROUND UTILITIES AND OTHER SUBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR SHOW ELECTRIC, GAS TELEPHONE, CABLE OR OTHER UTILITES OTHER THAN WATER. DRAINAGE AND SEWER. NOTE: PRIOR TO BEGINNING ANY CONSTRUCTION, GRADING, EXCAVATION, LAMA DISTURBING ACTIVITY OF ANY TYPE. ETC... NOTIFY THE UTILITIES PROTECTION CEN'T'ER EXISTING AT 1-800-282--7411. NOTIFICATIONS MUST BE GIVEN A MINIMUM OF FIRE M 3 WORKING DAYS PRIOR TO STARTING WORK AND IS GOOD FOR 10 BAYS FROM THE CRATE THE UTILITIES PROTECTION CENTER IS CALLED. THE CONTRACTOR SHALL BE RESPON— SIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES. EENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF UTI1 MM iIURING CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WrrH THE "HIGH SPIKE IN P/P I VOLTAGE SAFETY ACT" WHICH GOVERNS ACTIVITIES NEAR HIGH VOLTAGE POWER LINES. ELEV 9.49 /l THE NOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE. I hh 'CT TO -i IG SAV, I.E lir DRILLING 4.95 4' W ACCORDING TO THE U.S.DA SOILS MAP FOR BRYAN & CHATHAM COUNTIES THE SOILS TYPE FOR THIS SITE IS Cuc (Chiptey Urban Mand complex) 0 30 :t •t F ■�I��1r:IR�Ife�■ GRAPHIC 10 EXISTING PROPOSED PAVEMENT' PROP Aw� FINISHM D [GRADE pR PtXSED �! EXISTING SAN M.H. 170 LF B" PAVEMENT10 ::.�.� --:s.,� RY "�, •..::.... ...: .,SETH 0.4g9I« 1 t�AVEMENT ....... _. j�'� [ t..,1 130SED SANITARY SEWER PROFILE .41 ZI.E. HOR2. 1 " ulilrl: I 1~Xt TING TOP 7.60* SAN. M TOP 7. H— #I * 91 GR UNEX I.E. 5,49 I.E. 5. 13$ LF $` DA Lwtllr-- .4{Me SAN0 0 0.40 SANITARY SEWER PROFILE L✓ VE". I, -*5f 10 PROPOSED PAVEMENT' PROP Aw� FINISHM D [GRADE pR PtXSED �! EXISTING SAN M.H. 170 LF B" MA 41401Z�__ T 6.9* ::.�.� --:s.,� RY "�, •..::.... ...: .,SETH 0.4g9I« � ....... _. SANITARY SEWER PROFILE HOR2. 1 " ulilrl: I 30' LEGEND SHALL BE PLANTED CLOSER TO A BUILDING FOUNDATION, WATER, SEWER, NATURAL GAS, OR STORM LINE, THAN AS FOLLOWS: FIVE FEET ,Y "' - \\ Y••r••Y•YYYYY\YYYtr1•.\IYYY\ EXIST. C13NTOUR T•C.21.80 PROPOSED TOP OF CURB ELEVATION MEDIUM TREE SPECIES. TEN FEET 10') FOR A LANCE TREE SPECIES. AND AFTER LAYING. CARE SHALL BE TAKEN TO PREVENT DIRT FROM G.21.30 PROPOSED GUTTER ELEVATION EXIST• ASPHALT PROPOSED DRAINAGE FLOW TO ENTER THE PIPE. T.P•8.38 PROPOSED TOP OF PAVEMENT ELE'VATNON PASSING THROUGH THEM MUST SHOW BY LABORATORY TEST SAFE I.E.5.4 PROPOSED INVERT ELEVATION Qa'1 led EXIST. CONCRETE F.G.9.0 PROPOSED FINISHED GRADE ELEVATION a � APPROVED FILL, THE BACKFILL SHOULD THEN BE PLACED IN SIX INCH THICK LIFTS AND COMPACTED TO 957* DENSITY IN ACCORDANCE WITH 4" THICK 3,000 PSI CONCRETE TYPICAL SECTION CONCRETE PAV D SWALE -- U N PAVED AREAS N.T.S. EXIST, GROUND ELEV. EXIST ASPHALT IL T13P 13F CONC. rti EXIST. GUTTER If, 'q EXIST. TDP 13F CURB 1,5" TYKE E OR F ASPHALTIC CONC. WEARING SURFACE BASE TO EXTEND 6" BEYOND ASPHALT WEARING SURFACE f UNLESS ADJACENT TO CONCRETE r ,' ,.• `/ / CURB +& GUTTER OR BUILDING. L.....•.. 7 1/4" GRADED AGGREGATE BASE SUB -BASE COMPACTED TO 95% MODIFIED PROCTOR FIELD DENSITY CHECK TESTS SHALL BE TAKEN AT T14C RATE OF DNI: (1) TEST PER 1.WO SQUARE YARDS OF PAVING. ONSITE TYPICAL PAVEMENT SECTION____ N.T.S. 1 1/2" ASPHALT CONC. TYPE 'r"-\ 9" FILTER FABRIC MATERIAL IT SHALL BE EQUAL OR EQUIVALENT BI TO MIRAFI )4C BY FISEP IND.. INC NEW PIPE -- OR EXIST PIPE NOTE: ? ALL GRADED AGGREGATE MUST COMPLY WITH THE CONTRACT PAVEMENT SPECIFICATIONS 2. THE GRADED AGGRAGATE IS TO BE PLACED IN NO MORE THAN 6 INCH LIFTS AND COMPACTED TO 100% STANDARD PROCTOR (ASTM D 698-•78). THE IN- PLACE DENSITY I5 TO BE TESTED BY METHOD ASTM D 2922-78 OR ASTV D 1556--90. 3. LONGITUDINAL CUTS EXCEEDING 150 FT. IN LENGTH. THE GRADED AGGREGATED IN TRENCH WILL BE BROUGHT FLUSH WITH THE EXISTING PAVEMENT AND THE ENTIRE WIDTH OF RMWAY RESURFACED WITH A MINIMUM OF I" OF TYPE "F• ASPHALT TOPPING OR SURFACE: COURSE. 4. TO BE USED ONLY WHERE BASE MATERIAL IS GRADED AGGREGATE. HEAVY DUTY TFRAFIrIC; RATED FRAME & LII? (NEENAH R-1792 AL OR APPROVED EOUAL) FOR SLAB TYPE INSTALLATION 6*' THICK CONC. BOX AS SHOWN P.V.C. . CUT TI] STRAIGHT EDGE EXIST ASPHALT PAVEMENT - 8" MIAs COMPACT GRADED AGGREGATE GRANITE STONE 100% COMPACTION OF BACikFILL (MLN) A.S T M D? -698 ,TANDARD CONSTRUCTION DETAIL BITUMINOUS PA'V7EMENT REPLACEMENT --- scALEt N T.S. DATED, JULY1995995 SCREW TYPE PLUG fill ------(45) 1/8 BEND DUCTILE IRON PIPE CLEANOUT DETAIL N.T.S - BERM/DIKE AROUNC PLANTING HOLE TO FACILITATE WATERING -- MULCH 4" - 6" DEEP -- TREE SHALL BEAR SAME RELATION TO FINISHEC GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. - REMOVE BURLAP AND TIES FROM AROUND TREE COLLAR PDLL BURLAP BACK 8Y 113 AND EITHER REMOVE OR BURY BUR- LAP. - USE. NATIVE SOIL FOR BACKFILL TAMP LIGHTL r . -- SCARIFY BOTTOM AND SIDES OF HOLE. - HOLE TU BE THREE ?(METS WIDER AND 6" DEEPER THAN ROOT BALL. GENERAL NOTES i. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING REGULATORY AGENCIES AND CODES. ALL WORK SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS, DETAILS, AND STANDARDS OF THE CITY OF SAVANNAH AND ALL OTHER GOVERNING AGENCIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE. LATEST REVISIONS OF ALL CODES, SPECIFICATIONS, ETC... SHALL BE 0S£D. 2. ALL ELEVATIONS ARE BASED ON M.S.I. DATUM 3. NO CONSTRUCTION WORK SHALL BEGIN UNTIL THE COMPLETENESS AND ACCURACY OF THE HORIZONTAL CONTROL HAS BEEN VERIFIED By THE CONTRACTOR AND ANY DISCREPANCIES FOUND ARE RESOLVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND REFERENCING THESE POINTS FOR USE DURING CONSTRUCTION AND ANY RE-ESTABLISHMENT OF CONTROL SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL RUN A CLOSED LEVEL LOOP THROUGH THE BENCHMARKS TO VERIFY THE COMPLETENESS AND ACCURACY OF THE BENCHMARKS. NO CONSTRUCTION WORK SHALL BEGIN UNTIL THE VERTICAL CONTROL HAS BEEN VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES FOUND ARE RESOLVED. 5. LOCATION. ELEVATION, SIZE, ETC... OF THE EXISTING DRAINAGE. UTILITIES. ETC... SHOWN SHALL B£ VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. ADDITIONAL FEATURES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES, DRAINAGE, ETC-.. PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL USE COORDINATION WITH UTILITY COMPANIES, ELECTRONIC/MAGNETIC METHODS, HAND EXCAVATION AND ANY OTHER METHODS NECESSARY TO ACCOMPLISH THIS. ANY DISCOVERIES. DISCREPANCIES, CONFLICTS, ETC- SMALL BE REPORTED TO THE ENGINEER TO ALLOW FOR CONFLICTS TO BE RESOLVED PRIOR TO COMMENCEMENT OF WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJUSTMENT, RELOCATION, ETC... OF ANY UTILITIES (SUBSURFACE, POLE MOUNTED OR OTHERWISE) TO ACCOMPLISH THIS WORK. UNLESS STATED OTHERWISE. RELOCATION OF POWER pOLES AND GUY WIRES IS THE RESPONSIBILITY OF THE OWNER. (TYP). ALL UTILITY GUY WIRES, POLES, ETC... REOUIRED TO BE RELOCATED SHALL BE COORDINATED BY THE CONTRACTOR 7. REFER TO FINAL PLAT .FOR ALL LOT DIMENSIONS. S. ALL STREETS. RIGHTS-OF-WAY. EASEMENTS AND ANY SITES FOR PUBLIC USE AS NOTED ON THIS PLAT ARE TO BE DEDICATED FOR THE USE INTENDED 9. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLANS ALL UNPAVED AREAS SHALL BE GRASSED UNLESS OTHER WISE SHOWN ON THE PLANS, ALL AREAS DISTURBED OUTSIDE OF PROJECT LIMITS WILL BE RESTORED UNDER THE DIRECTION & TO THE SATISFACTION OF ALL GOVERNING AUTHORITIES. (CITY OF BEE, GA D.O.T.. ETC-). 10. THE CONTRACTOR SHALL EXERCISE UTMOST CARE AND PRECAUTION TO PROTECT TREES AND PREVENT DAMAGE TO TREES, ROOTS, ECT. DURING CONSTRUCTION. 11 REFER TO BUILDING PLANS BY OTHERS FOR ALL BUILDING DIMENSIONS AND ALL OTHER BUILDING INFORMATION, ALL BUILDING DESIGN AND SUBMITTALS TO BE BY OTHERS 12 THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY OF TY13EE AND PERMITS, PERMISSION, ETC.. FROM ALL OTHER ENTITIES, GOVERNING AUTHORITIES, ETC. OWNING ADJACENT EASEMENTS OR R.O.W'S PRIOR TO BEGINNING ANY CONMUCTION IN rHE ADJACENT EASEMENTS OR RIGHT -OF --WAYS. 13. ALL CONCRETE TO BE INSTALLED IN ACCORDANCE WITH THE LATEST PORTLAND CONCRETE CEMENT ASSOCIATION STANDARDS AND OTHER GOVERNING OR PERTINENT CODES. LAWS. ORDINANCES, ETC... 14. ALL EXISTING SERVICES. BUILDINGS, STRUCTURES, UTILITIES. CONVENIENCES, ETC.. INCLUDING BUT NOT LIMITED TO. DRAINAGE, ACCESS, WATER. SEWER, FIRE PROECTION, POWER, GAS. AND CABLE. SHALL BE UNITERUPTED BY THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASSURE THIS. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION AND UTILIZE BRACING. SHORING, WELD. POINTS. ETC... AND ANY OTHER PROCEDURES REQUIRED TO ACHIEVE THIS SHOULD USER'S ACCESS, USE, ETC.. OF THE AFOERMENTtONED BE ALTERED TO ALLOW THE COMPLETION OF THIS WORK. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TEN WORKING DAYS PRIOR TD ANY ALTERATION. INCONVENIENCE. ETC TO THEIR USE, ACCESS, ETC... 15 WHERE NECESSARY FOR THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF LANDSCAPING, SIGNS. MAILBOXES. FENCES, ETC.. - UNDISTURBED GRADE - STAKE WHERE APPROPRIATE. REMOVE TREE WRAP @1 TIME OF PLANTING UNLESS DLREC.:TED OTHERWISE NOTES: 1. LANDSCAPING T.^: BE INSTALLED IN ACCORDANCE: WITH THE CTY COMPREHENSIVE LAND DISTURBANCE MANUAL AND ORDINANCE, 2. HOSE BIBBS TO BE INSTALLED IN LOCATIONS SHOWN. 3. MINIMUM PLANTING SIZES - FOR LARGE TREES-, 2 TO 2.5" CALIPER, 12'-14 CONTAINER GROWN OR SAG AND EBURL.AP. (EXCEPT CONIFERS) FOR MEDIUM AND SMALL AND ALL CONIFERS CONTAINER GROWN OP BAG AND BURLAP 1" CALIPER FOR SHRUBS: 3 GAL CONTAINER NO TRETE SHALL BE PLANTED CLOSER TO A BUILDING FOUNDATION, WATER, SEWER, NATURAL GAS, OR STORM LINE, THAN AS FOLLOWS: FIVE FEET (5') FOR A SMALL TREE SPECIES. TEN FEET 10') FOR A MEDIUM TREE SPECIES. TEN FEET 10') FOR A LANCE TREE SPECIES. TREE PLANTING DE -TAIL. N.T.S. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FOREIGN BORROW AND FOR THE OFF --SITE DISPOSAL OF MATERIAL AS NECESSARY TO THE COMPLETE THIS WORK. THIS COST SHALL BE INCLUDED IN THE GRADING PRICE. 17_ THE CONTRACTOR (OR PROSPECTIVE CONTRACTOR) SHALL VISIT THE SITE AND OBSERVE SITE CONDITIONS. IF THE CONTRACTOR THEN HAS REASON TO SUSPECT UNUSUAL OR OTHER UNDOCUMENTED CONDITIONS, REQUIRING CORRECTION OR ADDITIONAL COST, SUCH AS UNSTABLE SUBSURFACE CONDITIONS. WRITTEN NOTIFICATION SHALL BE MADE TO THE ENGINEER AND OTHER OWNERS REPRESENTATIVE(S). 18. MANHOLE STEPS SHALL BE INSTALLED IN ALL PROPOSED BELOW GRADE STRUCTURES (MANHOLES, CURB INLETS, ETC...) UNLESS WAVED BY THE ENGINEER AND THE GOVERNING AUTHORITY TO ACCEPT IT FOR MAINTENANCE. STEPS SHALL BE INSTALLED EVERY 16" FROM THE BOTTOM OF THE MANHOLE TO THE TOP. 19 EXISTING UNDERGROUND UTILITY LOCATIONS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS AND REQUIRE ADJUSTMENTS OF THOSE UTILITIES OR THE IMPROVEMENTS. ALL TIE-INS AND CONNECTIONS OFF-SITE AND AROUND THE PERIMETER OF THE PROJECT SHALL BE INSTALLED PRIOR TO THE INTERIOR INSTALLATIONS. ALL GRAVITY LINES SHALL BE INSTALLED UPGRADE (FROM THE LOWEST END TOWARDS THE END AT A HIGHER ELEVATION). 20. ANY AND ALL DEVIATIONS FROM OR MODIFICATIONS TO THESE PLANS SHALL REQUIRE THE APPROVAL OF THE ENGINEER AND ALL OTHER GOVERNING AUTHORITIES, AGENCIES, GOVERNMENTS, ETC... 21. ALL DIMENSIONS ARE TO FACE OF CURB. EDGE OF PAVEMENT OR OUTSIDE OF. THE BUILDING UNLESS OTHERWISE NOTED. REFER TO BUILDING PLANS BY OTHERS FOR ALL DIMENSIONS AND OTHER BUILDING RELATED INFORMATION, 22. CONSTRUCTION OF SUPPLY AND DISTRIBUTION SYSTEM SHALL CONFORM TO CHAPTER 391-3-5, "RULES FOR SAFE DRINKING WATER" BY GEORGIA ONR.EPD, ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE RULES FOR DRINKING WATER MANUAL FOR THE EPD CHAPTER 391--3-5, LATEST EDITION, AND ALL OTHER GOVERNING DOCUMENTS OF THE EPD. 23. THE CONTRACTOR SHALL INSPECT THE STAKING OF THE PROPOSED BUILDING AND VERIFY THE BUILDING DOES NOT ENROACH ON THE SEPCO POWER EASEMENT. 24. THE CONTRACTOR SHALL PROVIDE ACCESS, DURING AND AT THE COMPLETION OF THE PROJECT, TO ALL IMPROVEMENTS AND CHANGES TO BE FIELD VERIFIED. OBSERVED, INSPECTED, ETC... BY THE OWNER'S ENGINEER OR SURVEYOR AND ALL GOVERNING AGENCIES. 25. ALL TRAFFIC SIGNAGE & STRIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' & ALL OTHER GOVERNING REGULATIONS. STANDARDS & CODES. ALL SIGN ORDERS SHALL BE REVIEWED AND APPROVED BY THE CITY OF TYSEE & THE OWNER'S ENGINEER PRIOR TO THE OWNER PLACING THE ORDER. 26 EXCESS SUITABLE MATERIAL FROM GRADING IS TO BE USED FIRST AS BACKFILL FOR MUCKING, ADDITIONAL EXCESS SUITABLE MATERIAL AND MUCK ARE TO BE PLACED IN FILL AREAS SHOWN ON THE PLANS AND IN OTHER AREAS ON THE SITE AS DIRECTED BY THE ENGINEER. WHERE ROADWAY CONSTRUCTION AND LOT FILLING LEAVES AREAS ON A LOT NOT DRAINING, THE CONTRACTOR SHALL INSTALL DRAINAGE SWALES AT THAT LOT TO THE SATISFACTION OF THE ENGINEER. THE WORK SPECIFIED ABOVE SHALL BE CONSIDERED PART OF THE GRADING. THE FILL AREA WILL VARY AND IN PLACES REOUIRE FILL BEYOND THE RIGHT-OF-WAY LINE THE FILL (ON SITE MATERIAL OR FOREIGN BORROW) BEYOND THE RIGHT-OF-WAY LINE AND GRADING IN THIS AREA SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR GRADING. 27. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. SEWERS CROSSING WATER MAINS SMALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEINER JOINTS WILL BE EOUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. WHERE THE 18" VERTICAL SEPARATION IS NOT ATTAINABLE, THE SEWER MAIN SHALL BE INSTALLED AND PRESSURE TESTED TO THE SAME SPECIFICATIONS AS THE WATER MAIN _WATER LINE INSTALLATION NOTE SPECtAL GRADING NOTES: 1. PIPE, FITTINGS, VALVES AND OTHER ACCESSORIES SHALL, UNLESS 1. BE UNLOADED AT THE POINT OF DELIVERY PRIOR TO CONSTRUCTION, ALL BUILDING AREAS, PLUS AT 10 FEET ON EACH SIDE AND ALL AREAS TO BE PAVED, SHOULD BE STRIPPED OF ALL OTHERWISE DIRECTED, AND STORED WHERE THEY WILL BE PROTECTED AND WILL NOT BE VEGETATION, TOP SOIL AND ROOT SYSTEMS. THIS WOULD INCLUDE THE OR EXISTING BUILDING FOUNDATIONS. HAZARDOUS TO TRAFFIC. THEY SHALL AT ALL TIMES BE HANDLED WITH CARE TO AVOID DAMAGE. THE INTERIOR OF ALL PIPE FITTINGS REMOVAL OF ANY ABANDONED UTILITIES SITE DRAINAGE DURING CONSTRUCTION SHOULD BE CONSIDERED PRIOR AND OTHER ACCESSORIES SHALL BE KEPT FREE FROM DIRT AND TO THIS CLEARING AND STRIPPING. PREVENTING THE PONDING OF FOREIGN MATTER AT ALL TIMES STORM WATER IS OF PARTICULAR IMPORTANCE, 2. ANY DEFECTIVE, DAMAGED OR UNSOUND PIPE SHALL BE REJECTED. ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE 2. TOPSOIL, ORGANICS, ROOT -MAT AND OTHER SURFACE MATERIALS WILL OF THE PIPE BEFORE IT IS LOWERED INTO ITS POSITION IN THE TRENCH AND IT SHALL BE KEPT CLEAN BY APPROVED MEANS DURING LIKELY VARY ACROSS THE SITE. INDIVIDUAL TEST BORINGS MAY NOT ACCURATELY REFLECT THE PRESENCE OF, OR THE THICKNESS OF AND AFTER LAYING. CARE SHALL BE TAKEN TO PREVENT DIRT FROM SUCH MATERIALS DUE TO THE SITE VARIABILITY AND/OR SURFACING ENTERING THE JOINT SPACE. AT TIMES WHEN PIPE LAYING IS NOT CLEARING TO FACILITATE ACCESS FOR DRILLING EQUIPMENT, SITE IN PROGRESS. THE OPEN ENDS OF THE PIPE SHALL BE CLOSED CLEARING & GRUBBING. WHEN UNSUPERVISED, AND PARTICULARLY BY APPROVED MEANS AND NO TRENCH WATER SHALL BE PERMITTED IN AREAS OF WET SOILS AND TIMES OF WET WEATHER, MAY PUSH TO ENTER THE PIPE. ORGANIC DEBRIS INTO OTHERWISE STABLE SOILS. UNDERCUTTING lac 3. ALL WATER MAINS MUST BE CLEANED, STERILIZED AND THE WATER CLEARING WITH A TRACK HOE IN LIEU OF BULLDOZERS CAN MINIMIZE PASSING THROUGH THEM MUST SHOW BY LABORATORY TEST SAFE THIS. RESULTS BEFORE THE SYSTEM CAN BE APPROVED eY THE HEALTH DEPARTMENT AND PLACED IN SERVICE. FOR CONNECTION. TESTING 3. ANY STUMP HOLES OR OTHER DEPRESSIONS SHOULD BE CLEARED OF AND DISINFECTION OF NEW MAINS, FOLLOW THE PROCEDURE LOOSE MATERIAL AND DEBRIS. AND SHOULD THEN BE BACKFILLED WITH REQUIRED BY THE CITY. APPROVED FILL, THE BACKFILL SHOULD THEN BE PLACED IN SIX INCH THICK LIFTS AND COMPACTED TO 957* DENSITY IN ACCORDANCE WITH 4 CLEAN THE INTERIORS OF ALL PIPE BY BRUSHING. SWA881ING OR ASTM D-1557 WASHING OUT ALL DIRT BEFORE LAYING. STOP UP ALL BRANCHES AND OTHER OPENINGS WITH WOODEN PLUGS OR HEADS UNTIL EITHER CAPPED OR CONNECTED. DURING INSTALLATION, WHEN PIPE HAYING 4, ANY UTILITIES THAT UNDERLIE THE SITE SHOULD BE RELOCATED AND IS NOT IN PROCESS, A MECHANICL JOINT PLUG OR CAP. OR TRENCHES BACKFILLED WITH APPROVED SOIL. THE BACKFILL SHOULD BE WILLBEA WATER YIGHT SEAL PLACED IN SIX INCH LIFTS AND COMPACTED TO 95% DENSITY IN APPRVE ENDS 4F BEING LAID. BOTHACCORDANCE WITH ASTM D-1557. 5. FLUSH THE NEW LINES UNTIL THE WATER RUNS CLEAR AT THE END OF ALL MAINS AND LATERALS. THIS SHOULD BE DONE AFTER THE 5. THE SUBGRADE SHOULD BE PROOF -ROLLED WITH A LOADED PRESSURE TEST AND BEFORE DISINFECTION. EACH VALVED SECTION OF THE NEWLY LAID PIPE SHOULD BE FLUSHED SEPARATELY WITH DUMP TRUCK TO LOCATE UNSTABLE OR SOFT AREAS. THESE AREAS SHOULD THEN BE INVESTIGATED TO DETERMINE POTABLE WATER FROM THE PUBLIC SUPPLY. THE MAINS SHALL BE THE CAUSE OF THE INSTABILITY. IF DUE TO UNSUITABLE SOILS, SUCH FLUSHED BY MAINTAINING A VELOCITY OF AT LEAST 2 5 FEET PER AS HIGHLY ORGANIC SOILS OR SOFT CLAYS. THE AREAS SHOULD BE SECOND FOR A PERIOD OF TEN MINUTES. UNDERCUT TO FIRM SOIL AND REPLACED WITH AN APPROVED FILL 6. DISINFECT THE PIPE LINES WITH CHLORINE TO 50 P P.M DOSAGE COMPACTED IN SIX INCH LIFTS TO MINIMUM DENSITY 4F 95% IN ACCORDANCE WITH ASTM D-1557- IF THE INSTABILITY IS DUE TO FOR 24 HOURS. THE PREFERABLE POINT OF APPLICATION OF THE CHLQRINATtNG AGENT IS AT THE BEGINNING OF THE PIPE LINE EXCESS MOISTURE IN OTHERWISE STABLE SOIL, THE AREA SHOULD BE: EXTENSIONS. OR ANY VALVED SECTIONS OF IT. AND THROUGH A DRAINED AND COMPACTED TO 95% DENSITY. CORPORATION COCK INSERTED IN THE HORIZONTAL AXIS OF THE NEWLY LAID PIPE DURING THE APPLICATION OF THE CHLORINE. 6. THE STRIPPED SUUBGRADE SHOULD BE COMPACTED BY REPEAT PASSES PARTIALLY OPEN ALL HYDRANTS OR VALVES ON THE NEWLY LAID OF LOADED DUMP TRUCKS OR CONVENTIONAL COMPACTION EQUIPMENT. AREAS PIPE UNDER TREATMENT TO PERMIT THE FLOW OF WATER THROUGH THAT ARE UNSTABLE UNDER THE COMPACTION EQUIPMENT SHOULD BE THE PIPE UNE AND TO PREVENT THE BUILDING UP OF WATER UNDERCUT TO FIRM SOIL AND REPLACED WITH CLEAN SAND FILL COMPACTED, PRESSURE. IN SIX INCH THICK LIFTS, TO MINIMUM DENSITY OF 95% ASTM D--1557. 7. ALLOW THE TREATED WATER TO REMAIN IN THE PIPE LINE FOR AT THE COMPACTION EFFORT SHOULD BE SUFFICIENT TO DENSIFY THE ENTIRE SUBGRADE TO A MINIMUM DENSITY OF 95% ASTM D-1557, FOR LEAST 24 HOURS FOLLOWING WHICH PERIOD THE MAIN MUST BY THOROUGHLY FLUSHED UNTIL ALL. THE HEAVILY CHLORINATED WATER A DEPTH OF 12 INCHES, HAS BEEN REMOVED. TEST WATER SAMPLES WITH ORTHOTOLIDINE REAGENT MAKE SURE ALL CHLORINATED WATER HAS BEEN FLUSHED 7. ANY FILL REQUIRED TO LEVEL OR RAISE THE SITE SHOULD THEN BE LIFTS AND COMPACTED TO UNTIL THE CONCENTRATION OF CHLORINE IN THE NEWLY OUT OR UN LAID LINES IS NO HIGHER THAN THAT OF A SAMPLE TAKEN ON THE PLACED IN S TO 10 INCH THICK, LOOSE 95% DENSITY IN ACCORDANCE WITH ASTM D-1557. SUPPLY UNE. 8. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, 8. CHLORINE PRODUCTS FOR DISINFECTING WATER PIPES ARE AVAILABLE FREE DRAINING GRANULAR SOILS. THE FILL SHOULD BE FREE OF IN SEVERAL FORMS INCLUDING, OBJECTIONABLE ROOTS. CLAY LUMPS, ORGANICS AND OTHER DEBRIS. 1 LIOUID CHLORINE I$ AVAILABLE IN loo AND 150 POUND STEEL SOILS CLASSIFIED AS SW, SP. SM OR SM -SP WITH A MAXIMUM OF 15% PASSING A #200 SIEVE MAY BE ACCEPTABLE. SOILS WITH THE CYLINDERS. MINIMUM #200 FRACTION CLASSIFIED AS MH, OR CH MAY BE REJECTED. Z. HIGH TEST CALCIUM HYPOCHLORITE IS A POWDER AND IS AVAILABLE IN 4 LB. CARTONS AND 100 LB DRUMS. THE 9 COMPACT ALL FOOTING EXCAVATIONS AND SLAB SUBGRADES TO A CHLORIDE CONTENT IS APPROXIMATELY 651: TO 7039 (COMPARABLE "H MINIMUM DENSITY OF 95% IN ACCORDANCE WITH ASTM 0-3557. PRIOR TO COMMERCIAL PRODUCTS KNOWN AS "PERCHLORON . T.H." PLACEMENT ON CONCRETE. THE FOOTINGS AND ALL PREPARED SLAB "MAXCHLOR•, ETC..) SUBGRADE. SHOULD BE MAINTAINED IN A DRY AND COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED. AREAS THAT ARE 9. THE FLUSHING OF THE HIGHLY CHLORINATED DISINFECTED WATER SHALL BE SOFTENED BY WATER OR THAT ARE DISTURBED BY CONSTRUCTION ACTIVITY SHOULD BE REWORKED, RECOMPACTED OR APPROPRIATELY DISCHARGED INTO THE SANITARY SEWER SYSTEM AND SHALL NOT BE DISCHRGED INTO THE STORM SYSTEM. REPAIRED TO THE REQUIRED BEARING & DENSITY. IF NECESSARY, STONE BACKFILL OR OTHER CORRECTIVE MEASURES MAY BE 10. A FINAL FLUSHING AND FLOWING OF FIRE HYDRANTS PRIOR TO IMPLEMENTED TO STABILIZE FOOTINGS. CONNECTION TO THE CITY WATER SYSTEM SHALL 8E "OPEN --ENDED. 10 NO SOIL BORINGS HAVE BEEN PROVIDED BY THE OWNER, IT SHALL BE UNTIL THE CITY INSPECTOR AND/OR THE CITY WATER OPERATIONS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADDITIONAL EXCAVATION, DEPARTMENT ARE SATISFIED. HOWEVER, THIS FLUSHING DOES NOT APPLY TO THE HIGHLY CHLORINATED WATER IN THE PREVIOUS NOTE FILLING, PREPARATION, ETC... TO PROVIDE A 2,000 PSF BEARING CAPACITY BENEATH THE BUILDING FOUNDATION AND SLAB. 11. THE ENGINEER AND THE CITY SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE TWO ABOVE DESCRIBED FLUSHING OPERATIONS. THE WATER OPERATIONS DEPARTMENT SHALL BE NOTIFIED 48 HOURS PRIOR TO ANY PROPOSED FLUSHING OPERATION AND SHALL HAVE A REPRESENTATIVE PRESENT TO WITNESS THE FINAL FLUSHING OPERATION. 12. AFTER THE NEW LINES HAVE BEEN PROPERLY CLEANED. STERILIZED. AND FLUSHED. ONE OR MORE SUCCESSIVE SETS OF SAMPLES SHALL BE TAKEN BY A REPRESENTATIVE OF THE CITY OF TYSEE ISLAND AT 24 HOUR INTERVALS TO BE TESTED BY A STATE APPROVES} LAS. RESULTS SHALL INDICATE BACTERIOLOGICALLY SATISFACTORY WATER OR THIS SHALL STEP SHALL BE REPEATED UNTIL LAB RESULTS ARE SATISFACTORY TO THE ENGINEER AND THE CITY OF TYSEE ISLAND WATER OPERATIONS DEPARTMENT. ALTERNATIVE TREE 12 GUAGE �� 1t1�!E11►`plrr � • 1`�1�IIw i •"'- rel ,►�.n\�►'�i♦n. �.. '.iii. •.rte ...;w t ��rtw I *x 4" RATE. PROTECTIVE TREE FENCING N:T.. (TAKEN FRDM CHATHAM COUNTY COMPREHE "NE LAW DIsn)RI3g4CE A4'nmES MANUAL tree trunk short section of rubber hose wire (typ.) (typ.) Wood stoke (typ.) TREE STAKING PLAN N.T.S. '. . .'. .-. ... '.`. .. .. . .'. .'.'.....................•.....,.•.•.•.•. •♦ '• • •' • • i • t •1•.•••1••.1.1.•... •...•♦.. ••••••a, •r ,••t POST e . I *x 4" RATE. PROTECTIVE TREE FENCING N:T.. (TAKEN FRDM CHATHAM COUNTY COMPREHE "NE LAW DIsn)RI3g4CE A4'nmES MANUAL tree trunk short section of rubber hose wire (typ.) (typ.) Wood stoke (typ.) TREE STAKING PLAN N.T.S. DETAILS BREWER'S LANDING PIN: 4-0026-8--2, 3 & 4 MARSHWINDS DEVELOPMENT CO.. L.L. .1 DAVIS ENGINEERING, INC. 636 STEPHENSON AVENUE, SUITE C SAVANNAH, GEORGIA 31405 TEL: 912-355-7262 FAX: 912-352-7787 E—MAIL DAVISENGINEERINGOWORLDNET.ATT.NET mos. D.S. shoot I}mw. D.D. Jft ILO: 14904206 tis D.D. VAT& 12—o1 -rig SE"T COVERS FLIM 1114 PA AREAS AND ELEVATUM IN iS+PAVED Ak£AS. WALL 4 CGt1RSES 0M.) WALL SL EZVE • WATER STOP & I.—THIS DETAIL is FOR MANHOLES 6 FEET `; a. `: a• .,, 4 ANCHOR COLLAR OR LARGER IN DIAMETER. � BED 19' MA%. @ IN MORTAR E" PROPERTY LINE SMALLER THAN 6 FEET IN 2. DIAMETER DIAMETER SHALL HAVE AN OUTSIDE DROP. • • FLAW CHANNEL glop 71. • + Jam ralMnM 24 c,r • 1 !f \ 4 • VARIES d PLUG OR CAP 1 0 • d d .�� s• 1�%c � t} � • d a • d • • • • • 4 j / / J S C + vCOMPLETED i f `f ►1 \ 1 ITTA)MASTICC111ATi PER SECTIQI 2TA6 d • �L: �. Si1LiF.E:ZE OUT � • + + art . 8 L.D.J.FORCE MAIN / �, \ fF.- , 1b, rY„• a � RESTRAINED \ \ JOINT ELL ! r • + AS RLQ o MANHOLE STRUCTURE UNK SEAL.. WALL PLwINE3fiAT70N SEAL 1,A C=I JOINT DETAIL SEE .K1INT DETAIL, , �'IC� • MIN. 4' DIAMETER D.I. 0 F.V.C. PIPE WITH PLUGS PROVIDE OPENING IN EXIST. 1' •/) \ \ WALL FOR NEW FORCE MAIN. 1 FILL ANNULAR SPACE AROUND d ......I ` 1 1 C PIPE WITH EXPANDING MORTAR. f �4 � \ PIPE CONC. FILL MDOCH 1• I�' a . 6 + VAIM I .� � � w w 1 F \ 5 { _ EXISTING MANHOLE • s• tom. 151! MIN. PLACE AGAINST UNDISTURBED SOIL t * VARIES ! \ \ i I MANH13LE RIM 8 COVER SIMILAR TO U S. FOUNDRY CO. USF 195-E. TOTAL VEIGHT 325# 4 COMPACTED SUBGRADE IF NO WATER ENCOUNTERED, 9" OF COMPACTED 8' D1 3' CL CRUSHED ROCK IF !NATER ENCOUNTERED. TYPE 'C' LID TO HAUL! MACHINED Bt:ARING SURFACES. LID TO BE LETTERED 'STORM', A 18* G CONCRETE SUPPORT CENTER BASE ELL '\ \ CONCRETE AROUND JOINT ♦ �, -- g 3/r + + • BRRS S UA;RE CAST--LN_.pj� ROUND I?iiRCAST 'SANITARY' OR 'WATER' AS APPROPRIATE. (NONE VENTED) • ON TEE " r( d 4 e PIPE CI.AMP . • • * 1--�---TURN TOWARD DIRECTION 1 �4 OF FLOW • s • + • comcpE'I'B &ASIS BAN t I DIA. 4 ♦ w � 1 /� ` � \ �/ • 4 e NOTES: VARIES 4 • FLEXIBLE CONNECTOR • + • • • f �I At — — — � — — „� --•--EXISTING FILLET -"( • t. THIS DETAIL IS FOR 4'-0" ONSIDE DLAL+iI?fER) MANHOLE UP TO 12' TEFL'. a d � NOTE. ROADWAYS, 4- W ER LATERALS � i #` 1 � � L 4 2. PRECAST REINFORCED CONCRETE TOPS, RISERS, LASES AND REBARS SHALL CONFORM ( __{ TO BE EXTENDED TOIN PROPERTY LINE t• ` • '4 --- -- -- --- -- --- -- -- -- -- -- -- -�- -- -- --� • d +a + 1/2" GRADE 60 STEEL REINFORCEMENT TO LATEST ASTM C-478 SM. SPECIFICATIONS... —REVISED FEB.,1996 _._.. LOCATION OF LATERAL TO BE NOTED WITH SEMON A—A 3. INTERIOR AND CEILING OF MANHOLE SHALL BE COATED IN ACCORDANCE WITH "S" STAMPED IN FACE OF CURB PROVIDE b *""NATO well ON *"ANNAIS SECTION 02555 OF CITY OF SAVANNAH STD. SPECIFICA'I ONS. STANDARD CONSTRUCTION DETAILS TEE LATERALS FOR ALL VACANT LOTS. ON NEW STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS 4. MANUFACTURER CERTIFICATION THAT MANHOLE MEETS ASTM SPECLF11 71ON SHALL BE i SEWERS, PROVIDE CONNECTION FOR EACH CUSTOMER. EXISTING AND FUTURE. MANHOLE RING & OVER PLATE Opm PRECAST MANHOLE PIPE CONNECTION SUBMITTED TO CITY OF SAVANNAH. MANHOLE STEP -POLYPROPYLENE PLAxE l SHOW LOCATIONS ON RECORD DRAWINGS. S9adg��&p INSIDE DROP—EXIST. MANHOLE -FORCE MAIN S 1 5. FOR MANHOLE COVER AND FRAME, SEE DETAIL S9. APpRtIV£D" � � !/ ' N.T.S. N.T.S.APMWVM SCALD D` I f�I a4e��`"�"•( SCALES N.T.s.S2J 6. FOR MANHOLE STEPS SEE DETAIL S23. STEPS TO BE INSTALLED IN A VERTICAL REV. MARCH 5, 1996 ROW ON 16" CENTERS. JULY 1995 AATt�M FEBRUARY 1996 2. ALL 4" FITTINGS TO BE PUSH ON TYPE '7 M £ R rY ENGINEER REV. MARCH 1, 1996 NO GLUE FITTINGS REVISED: AUGUST, 7995 3 0Q?jr apAw"NAls e.30111 (OF J&1630ANNAN m3 m il (gi' it mo 3'ma STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS STANDARD PRECAST CONCRETE MANHOLE 'S N. SANITARY HOUSE SERVICE CONNECTION PLATE NEW FORCE MAIN TO EXIST. MANHOLE PLATE siAPPRovZb StJULY APPROVER N.T.S. 't' A APPROVEB� fir Q�w* DC#AZ N.T.S. pSof'N.T.S. 7az—, LIiY �iNEW y' - CITY � 1995 DAA' JULY '11995 DATED JULY 1995 DETAILS BREWER'S LANDING PIN: 4-0026-8--2, 3 & 4 MARSHWINDS DEVELOPMENT CO.. L.L. .1 DAVIS ENGINEERING, INC. 636 STEPHENSON AVENUE, SUITE C SAVANNAH, GEORGIA 31405 TEL: 912-355-7262 FAX: 912-352-7787 E—MAIL DAVISENGINEERINGOWORLDNET.ATT.NET mos. D.S. shoot I}mw. D.D. Jft ILO: 14904206 tis D.D. VAT& 12—o1 -rig WALL WALL SL EZVE • WATER STOP & .,, 4 ANCHOR COLLAR • FLAW CHANNEL 3 3/8" SANITARY Al 1 I GROUT • d d .�� • d PLAN a • d • • • • • 4 4' MAX. r 23 3 30 3/4" '- """ ""`�'"" ''''" ' �► �--�- �-�-- 22 3/8" ------ I r? MANHOLE STRUCTURE UNK SEAL.. WALL PLwINE3fiAT70N SEAL 12" KL�RL�ANL 24 5 f8„ INTERCLyPTY?R LINE A, 3v" SECTION COPOLYMER POLYPROPYLENE PLASTIC NOTE: MANH13LE RIM 8 COVER SIMILAR TO U S. FOUNDRY CO. USF 195-E. TOTAL VEIGHT 325# TYPE 'C' LID TO HAUL! MACHINED Bt:ARING SURFACES. LID TO BE LETTERED 'STORM', ♦ �, -- g 3/r + + • 'SANITARY' OR 'WATER' AS APPROPRIATE. (NONE VENTED) PIPE CI.AMP . • • * • s • + • 4 ♦ w • 4 e • FLEXIBLE CONNECTOR • + • • • f • 4 t• ` • '4 • d +a + 1/2" GRADE 60 STEEL REINFORCEMENT —REVISED FEB.,1996 SEMON A—A b *""NATO well ON *"ANNAIS STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS MANHOLE RING & OVER PLATE Opm PRECAST MANHOLE PIPE CONNECTION PLATE MADER, MANHOLE STEP -POLYPROPYLENE PLAxE l S9adg��&p S 1 APpRtIV£D" � � !/ ' N.T.S. N.T.S.APMWVM SCALD D` I f�I a4e��`"�"•( SCALES N.T.s.S2J t1ATfilH'fED� JULY 1995 JULY 1995 AATt�M FEBRUARY 1996 '7 M £ R rY ENGINEER _ +4� ji, Y E14'o MM DETAILS BREWER'S LANDING PIN: 4-0026-8--2, 3 & 4 MARSHWINDS DEVELOPMENT CO.. L.L. .1 DAVIS ENGINEERING, INC. 636 STEPHENSON AVENUE, SUITE C SAVANNAH, GEORGIA 31405 TEL: 912-355-7262 FAX: 912-352-7787 E—MAIL DAVISENGINEERINGOWORLDNET.ATT.NET mos. D.S. shoot I}mw. D.D. Jft ILO: 14904206 tis D.D. VAT& 12—o1 -rig S • {jw 1 t7 MART{ FACE OF CURB WITH "W' OVER LOCATION OF LATERAL --NL :6 tu 14 GAUGE INSULATED SINGLE ——� STRAND COPPER WIRE STRAPPED TO PIPE AND AI TACHED TO CORPORATION STOP AND CURB STOP TUBING (MIN.) -- I" CORPORATION STOP POLYETHYLENE TAP FOR CONNECTION MAIN — 6" DIA. OR LARGER NOTE: ALL FITTINGS IN LATERAL SHALL BE COMPRESSION TYPE. i�• 1"X I" CURB STOP WITH 3/4" BRASS BUSHING TO METER NOTE. TERMINATE CURB STOP IN STANDARD METER BOX (SEE DETAIL w 18) Wtv orf oavunnU4 STANDARD CONSTRUCTION DETAILS WATER SERVICE LATERAL (6" OR LARGER) `E APPRtX - ►arisp— s N.T.S. 1 CONCRETE COLLAR (2'x2'x4") THREE PIECE SCREW TYPE CAST IRON VALVE BOX CRUSHED ROCK CAST IRON COVER (MARKED WATER) FINISH GRADE UNDISTURBED EARTH OR THRUST BLOCK NOTE= 1. E.IPSE #79 MAIN GUARD BLOW—OFF HYDRANT. SEE MANUFACTURER'S SPECIFICATION FOR FURTHER DETAILS. Ctv of if.uanntt.l STANDARD CONSTRUCTION DETAILS BLOW --OFF HYDRANT N.T.S. E NUMBER: W6 MARK FACE OF CURB WITH "W" OVER LOCATION OF LA 114 GAUGE INSULATED SINGLE ----� STRAND COPPER WIRE STRAPPED TO PIPE AND ATTACHED TO CORPORATION STOP AND CURB STOP I m CORPORATION STOP SADDLE 4" DLA. OR LESS 3q WIDE WARN" TAPE TO BE 6 ABOVE LATERAL i TUBING(MIN.) POLYETHYLENE NOTE: ALL FTMNGS IN LATERAL SHALL BE COMPRESSION TYPE. 1'X 1" CURS S"I'OP WITH 3/4" BRAS BUSHING TO METER NOTE: TERMINATE CURB STOP IN STANDARD METER BOX (SEE DETAIL W i 8) Glitu of onvanntt# STANDARD CONSTRUCTION DETAILS WATER SERVICE LATERAL (4" OR LESS) rwA1to1+6o _ _Igo T.S. CONCRETE COLLAR CAST IRON COVER (2'4'x4") (MARKED WATER) • • •' •. • ` f rPEP THREE PIECE SCREW w TYPE CAST fRt7I`1 _.Fr r VALVE BOX - > FINISH GRADE MOTE: 1. IN UNPAVED AREAS, SET TOP OF CONC. COLLAR 1" ABOVE FINISHED GRADE. IN PAVED AREAS SES' TOP OF BOX FLUSH W/ PAVEMENT. NO CONC. COLLAR REQUIRED. 2. VALVE BOX SHALL NOT REST ON THE VALVE SHALL BE MINIMUM OF 1" SEE NOTE 1-•. SEE NOTE 1 STEEL (TYP) IRON 12 MIL BONDED NYLON CORPORATION STOP ;Smw ---4" X I" TAPPING SADDLE NOTES; 4" PVC C—$00 ONLY 1. TAPPING SADDLE TO BE DUCTILE IRON WITH TYPE 304 STAINLESS STEEL FORGED DOUBLE STRAPS, STAINLESS STEEL BOLTS. NUTS. AND WASHERS. FINISH IS FUSION BONDED NYLON TO AVERAGE THICKNESS OF 12MILS. 2. CORPORATION STOP MUST BE PLACED AT 45' WITH RESPECT TO WATER MAIN (AS SHOWN ABOVE). CORPORATION STOP 3. ALL 1" AND 2" TAPS ON WATER LINES SMALLER THAN 6 -(SIX INCHES) WILL REQUIRE A TAPPING SADDLE, ALL TWO INCH (2") TAPS WILL REQUIRE A TAPPING SADDLE, REGARDLESS OF WATER MAIN SIZE. td t >�sf otivanuctt4 STANDARD CONSTRUCTION DETAILS 1" & 2" WA'T'ER TAPPING SADDLE WAPPROVED: N.T.S. ZHU of 9►ttuanna# Ricit STANDARD CONSTRUCTION DETAILS 0 WATER VALVE BOX'' "`: W'7 N3.5 (W) 1/4 (45•) 1/8 PM N W3 mi AREA AGAINST PIPE UNDISTURBED SOIL 2" 1•-9" x 1•-9" 4" 2'-0" x 2'--0" 6" 2'-6" x 2'-•6" 8" 3'-0" x 3'-0" 10" 3'-4" x 3'-4" 12" 4'-•0" x 4'-0' (45•) 1/8 PM N W3 (22 1/2*) - 1/16 BEND --� :. • . s Fi . `..•aj, int AREA AGAINST AREA AGAINST AREA AGAINST PIPE UNDISTURBED SOIL. PIPE UNDISTURBED SOIL PIPE UNDISTURBED SOIL 2" 1'r9" x 1'--9" 2" L'-6" x 1'-6" 2" 1'-0" x 1'--0" 4" 2'--6" x 2'-6" 4' 1'—S* x 1,-6' 4" 1'-0" x V-0" 66" 3j'_0y�" x 3,-0p" 6}" 2•}}'—{0" x 2j'-0" 6" 1'-6" x V-6" 8" 3'-6" x i7' -f?" 80 2'-S" X 2'-B" 6" V-8" x 1'-8" 10" 3'-•10" x 3'-10" 10" 2'--14" x Z'-11" 10" 1'-10" x 1'-10" 12" 4'—S" x 4'-6" 12" 3'-2" x 3'-2' 12" 2'-0" x 2'-0" NOTE: WHEN MECHANICAL JOINTS ARE USED PROTECT BOLTS AND THREADS FROM CONCRETE. it of § tta u annU4 STANDARD CONSTRUCTION DETAILS THRUST BLOCKING N.T.S. 1 !PLATE NUMBER: I I W12 PLACE 20 GA. GALV. PIPE SHEET METAL BETWEEN 2" '°•� ,'IF PLUG AND BLOCKING. 2•-L0" x 2'-0" @4" " 6 2'-6" x 2'-6" B" 3'-0" x 3'-0" 1U" yM 12" .y M • �♦ " ;. L:• _-• PLUGGED END OF PIPE ` OR FITTING. (22 1/2*) - 1/16 BEND --� :. • . s Fi . `..•aj, int AREA AGAINST AREA AGAINST AREA AGAINST PIPE UNDISTURBED SOIL. PIPE UNDISTURBED SOIL PIPE UNDISTURBED SOIL 2" 1'r9" x 1'--9" 2" L'-6" x 1'-6" 2" 1'-0" x 1'--0" 4" 2'--6" x 2'-6" 4' 1'—S* x 1,-6' 4" 1'-0" x V-0" 66" 3j'_0y�" x 3,-0p" 6}" 2•}}'—{0" x 2j'-0" 6" 1'-6" x V-6" 8" 3'-6" x i7' -f?" 80 2'-S" X 2'-B" 6" V-8" x 1'-8" 10" 3'-•10" x 3'-10" 10" 2'--14" x Z'-11" 10" 1'-10" x 1'-10" 12" 4'—S" x 4'-6" 12" 3'-2" x 3'-2' 12" 2'-0" x 2'-0" NOTE: WHEN MECHANICAL JOINTS ARE USED PROTECT BOLTS AND THREADS FROM CONCRETE. it of § tta u annU4 STANDARD CONSTRUCTION DETAILS THRUST BLOCKING N.T.S. 1 !PLATE NUMBER: I I W12 AREA AGAINST PIPE UNDISTURBED SOIL 2" 1,-9" x ,�.-.. 2•-L0" x 2'-0" @4" " 6 2'-6" x 2'-6" B" 3'-0" x 3'-0" 1U" 3,-4" x 3'-4" 12" 4'-0" x 4'-0" (22 1/2*) - 1/16 BEND --� :. • . s Fi . `..•aj, int AREA AGAINST AREA AGAINST AREA AGAINST PIPE UNDISTURBED SOIL. PIPE UNDISTURBED SOIL PIPE UNDISTURBED SOIL 2" 1'r9" x 1'--9" 2" L'-6" x 1'-6" 2" 1'-0" x 1'--0" 4" 2'--6" x 2'-6" 4' 1'—S* x 1,-6' 4" 1'-0" x V-0" 66" 3j'_0y�" x 3,-0p" 6}" 2•}}'—{0" x 2j'-0" 6" 1'-6" x V-6" 8" 3'-6" x i7' -f?" 80 2'-S" X 2'-B" 6" V-8" x 1'-8" 10" 3'-•10" x 3'-10" 10" 2'--14" x Z'-11" 10" 1'-10" x 1'-10" 12" 4'—S" x 4'-6" 12" 3'-2" x 3'-2' 12" 2'-0" x 2'-0" NOTE: WHEN MECHANICAL JOINTS ARE USED PROTECT BOLTS AND THREADS FROM CONCRETE. it of § tta u annU4 STANDARD CONSTRUCTION DETAILS THRUST BLOCKING N.T.S. 1 !PLATE NUMBER: I I W12 L-- GRAVEL NQT : 1. APPLICABLE TO ALL NEW RESIDENCES {ONE AND TWO STORY). 2. APPLICABLE TO 3/4", 5/8" AND S" ONLY Tit; of 2muannm# STANDARD CONSTRUCTION DETAILS WATER METER TT /BACK LOW PREVEIPLATE NtII+tBER: APPROVER y _ _ _r� ! Y.!_IN.T.S. ~ 1-1 u L, €3UC1'U IRON LINE PVC UNE REDUCER U� L 6X4 30 21 8X4 72 38 8X6 29 22 10X4 123 51 1(3X6 63 38 10X8 26 21 12X4 186 64 12X6 106 53 12X8 59 39 12X10 26 21 16X6 214 79 16X$ 141 68 16X10 91 56 16X12 54 40 20X10 174 84 20X12 123 71 20X16 51 40 24X12 207 97 24X16 113 72 24X20 48 39 RItDUCER U L 6X4 56 38 8X4 134 69 8X6 53 40 1OX4 x227 94 10X6 117 71 10X8 49 39 12X4 343 118 12X6 196 99 12X$ 109 72 12XIO 48 40 U - MINIMUM UNINTERUPTED STRAIGHT RUN OF PIPE ON SMALL SIDE OF REDUCER. L a MINIMUM RESTRAINED LENGTH. • WHERE MINIMUM "U" IS NOT MET, PIPE ON LARGE SIDE OF REDUCER SHALL BE RESTRAINED FOR A MINIMUM OF "V FEET. NOTES: 1. LENGTH OF RESTRAINT SHOWN IS IN FEET. 2. WHERE LINES CONSIST OF BOTH DUCTILE IRON AND PVC WITHIN THE LIMITS OF REQUIRED RESTRAINT. LIMITS FOR PWC SHALL APPLY. OR!; at *uu1nttlt4 STANDARD CONSTRUCTION DETAILS REDUCER .E S T RAI N T PLATE t"SER: APPRt)VEU /J1., "t?.�L_._e�_.L.....__...� N.T.S. .__ W36 U1 U2 NOTES: 1. LENGTH OF RESTRAINT SHOWN IS IN FEET. 2. WHERE LINES DUCTILE IRON THE LIMITS ORQUIRRERAINT. MiTSORPV HALL APPLY. 3. U1 AND U2 m UNINTERUPTED STRAIGHT RUNS OF PIPE IN EACH DIRECTION. 4. Ur THE SMALLER OF U1 OR U2 S. L MINIMUM RES'T'RAINED LENGTH ALONG THE BRANCH. 6. WHERE Ur IS LESS THAN 5'. RESTRAIN TEE AS A 90'. HORIZONTAL SEND. PVC LINE Ur 4X4 5'_ 10' 43 11'-20' 2$ 21'-35' 4 > 35' 6X4 38 17 6X6 64 49 25 8X4 34 6 $X6 61 42 10 8X8 87 72 48 12 10X4 29 10X6 58 34 « 10X8 84 fib 35 10X10 106 91 67 31 12X4 24 +� 12X6 54 26 12X8 82 60 23 12X10 104 86 57 13 12X12 126 112 87 51 MINIMUM RESTRAINED LENGTH (L) *RESTRAIN AT TEE ONLY. STANDARD CONSTRUCTION DETAILS TEE RESTRAINT PVC PIPE) APPROVED E __. I ' N.T.S. GEORGIA UNIFORM CODING SYSTEM FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES STATE SOIL AND WATER CONSERVATION COMMISSION OF GEORGIA STRUCTURAL PRACTICES CODE PRACTICE DETAIL IMIAP SYMBOL DESCRIPTION >" lei CHECKDAM SYMBOL Ire A small temporary barrier or dacross a ewcte� drainaonstruge a ditch or area of concentrated flow. Fill - 180 • "�4 of construction activities. Sd3 Ch CHANNEL STABILIZATION �' -- ` ' -~ �' ",., : ' ...; basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the Improving, constructing or stabilizing an open channel, existing stream, or ditch. Iva CONSTRUCTION EXIT I i i est to drop uI� The iasis is ay temporary tau may A crushed stone pard located at the construction site exit to provide a place for rmoving mud from thereby protecting public streets. TION) N.S.A. 4-.2 • ; ' '' a perrrlanent pond or igned as ffaafst leArmw An earth channel or dike located Di DIVERSIONabove. tip'• 0001temporary below. or across a slope t divert runoff. this may be a or permanent structure. Dn i TEMPORARY DOWNDRIAN STRUCTURE t i cel A flexible conduit of heavy-duty fabric or other material designed to safety conduct surface runoff down a slope. This is temporary and inexpensive. STORM DRAIN OUTLET PERMANENT -�' r Dt �" A paved chute, pipe, sectional conduit or similar material Dn DOWNDRAIN STRUSTURE ASTM" D-4355) not have a sultable growing season designed to safely conduct surface runoff down a slope. PROTECTION GASION -4 concentrated runoff. Rock filled basket which are hand -placed into position forming soil stabilizing structures. Gr GRADE STABILIZATIO STRUSTURE Table 6-13.3 sir tt,,trai Permanent structures installed to protect noterol or ortifical channel or waterways where oherwiss the slope would be sufficient for the running water to form gullies. Lv LEVEL1 SPREADER -- ,� • -�_• _ after grading. A structure to convert concen- trated flow of water into less erosive sheet flow. this should be constructed only on undisturbed Rd ROCK FILTER DAM F Oak A permanent or temporary stone fitter dam Installed across small streams or drainageways. Re RETAINING ` ,r �f The practice of strippingoff the more fertile tops soil,storing it.then it the disturbed A watt installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special design. Rt RETROFITTING t� Rt A device or structure placed in front of a permanent stormwater pond outlet structure to serve as a temporary sediment filter. require special design. SdSEDIMENT 1 BARRIER �.. \ _ '� = = .; ,,,. d a f A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales or straw or hay, brush, togs and poles, gravel, or a sediment fence. The barriers are 1usuaU temeort;2 and inex ensive. ICONSTRUCTION SCHEDULE CODE I PRACTICE DETAIL MAP DESCRIPTION >" TRAP = l SYMBOL filled and stabilized on completion Sd2 SEDIMENT '' 10 et An impounding area created by excavating around a storm drain inlet. The excavated area will be >" TRAP = l of --way, street, allay, sidewalk or parking area. filled and stabilized on completion PURPOSE Fill - 180 • IN of construction activities. Sd3 TEMPORARY SEDIMENT ',--p .• !_' ee ❑ basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the This practice is applied at appropriate points of BASIN ., I i i est to drop uI� The iasis is ay temporary tau may #30 TION) N.S.A. 4-.2 Aggregate size: Will be in accordance with National a perrrlanent pond or igned as ffaafst leArmw $r TEMPORARY STREAM ' - - • ar �� A temporary bridge or culvert -type structure protecting a stream or watercourse from damage by 70 CROSSING • ' .. -t . ; crossing construction equipment. St STORM DRAIN OUTLET prior to entrance onto public right-of-way. When wash - A paved or short section of riprop channel at the outlet of a storm preventing erosion from the MM -L C (WITH MULCHING �� ASTM" D-4355) not have a sultable growing season 80 PROTECTION f A concentrated runoff. SU SURFACE ROUGHENING r •%r:�' rl;! �,.: E•�rrti.3 Table 6-13.3 A rough soil surface with horizonta depressiona on a contour or slope #eft In a roughened condition Ds2 (WITH 'e Q after grading. 36 SEEDPORA}RY 36 F Oak Tp TOPS04UNG t (j The practice of strippingoff the more fertile tops soil,storing it.then it the disturbed F PERMANENT -�,: t� spreading over nniols VEGETATION) -+ J area after the completion of Steel DUST CONTROL O .,,, Q construction activities. QU VEGETATED WATERWAY OR ' r ' "-"• ,:%. �, FASTENERS FOR WOOD POSTS Paved or vagetative water outlets for diversions, terraces, berms, t(t STORMWATER , •.: ;,,..' =~- = dikes or similar structures. grasses CONVEYANCE Staples/Post Batt lbe./ac. Wire Staples 17 rain. 3/4" wide 1/1" long CHANNEL 10-10-10 400 lbs./ac. Gouge Length Button Heads VEGETATIVE MEASURES 8f ( BUFFER S et An undisturbed natural green bale separating the land -disturbed site from surrounding property and bordering streams. t€ servos to reduce water >" ZONE = l of --way, street, allay, sidewalk or parking area. velocity and remove some sediment. it PURPOSE Fill - 180 • IN is also at times a noise or "Wolon CS COASTAL DUNE STABILIZATION ..eft t -t�Jf I .r � e s ee ❑ Planting vegetation on dunes that are denuded, artificially constructed, or This practice is applied at appropriate points of (WITH VEGETA- construction egress. Geotexile underliners are re- I i re -nourished. #30 TION) N.S.A. 4-.2 Aggregate size: Will be in accordance with National (1.5�-3,5~y Stone Association R--2 (1.5 to 3.5 inch stone). A001WATE -'. 25 Pad width: At a minimum, should equal full width of all 70 DISTURBED AREA wide. Establishing temporary protection for DS 1 STABILIZATION prior to entrance onto public right-of-way. When wash - oat disturbed areas where seedings may to MM -L C (WITH MULCHING = ASTM" D-4355) not have a sultable growing season 80 ONLY) Bursting Strength (PSI Min ) A produce an erosion retarding saver. 0 DISTURBED AR • STABILIZATION '"""-`+ Table 6-13.3 Establishing a temporary vegetative cover with last growing seeding on Ds2 (WITH 175 Q disturbed areas. 36 SEEDPORA}RY 36 F Oak 1.5" x 1.5" DISTURBED A STABILIZATION - - ,', ": '� ^-"` (j Establishing permanent vegetative cover such as trees. shrubs, vines, grasses, sod. or legumes on disturbed areas. F PERMANENT " 2" dio. or 2x2 J nniols VEGETATION) -+ J F Steel DUST CONTROL O .,,, Q Controlling surface and air movement ol dust on construction sites. roadways, QU ON DISTURBED 10 FASTENERS FOR WOOD POSTS and similar sites. 7. Warm season AREAS Table 6- 13.4 P 50-140 iba./ac.2/6/ DEC. 99 JAN. 200[1 FFA 7nrin MARCH 2000APRIL 241Qn MAY 20M JUNE 2000 Construction Exit A DEFINITION - A stone stabilized pad located at any point where >" traffic will be leaving a construction site to a public right- sT,ys of --way, street, allay, sidewalk or parking area. Fill -- 100 PURPOSE Fill - 180 To reduce or eliminate the transport of mud from IN the construction area onto public rights-of-way by Use motor vehicles or by runoff. 40 CONDITIONS e! MR+Yum This practice is applied at appropriate points of AIM construction egress. Geotexile underliners are re- I i quired to stabilize and support the pad aggregates. #30 DESIGN. CRITERIA N.S.A. 4-.2 Aggregate size: Will be in accordance with National (1.5�-3,5~y Stone Association R--2 (1.5 to 3.5 inch stone). A001WATE Pad thickness: 6 -inch minimum 25 Pad width: At a minimum, should equal full width of all 70 points of vehicular egress, but not less than 20 feet GE010aa wide. -- Washing: Wheels roust be cleaned to remove mud Second prior to entrance onto public right-of-way. When wash - 1) Where fill slopes exceed a vertical height 5W lifft" ing is required, it shall be done on an area stabilized with at' -,*%a crushed stone which drains into an approved sediment trap of sediment basin. Location: The exit shall be located or protected to - prevent sediment from leaving the site. CRUSHED S�aNE� DO` O Maintenance. The exit shall be maintained in a condi- tion which will prevent tracking. or flow of mud onto public right-of-woy. This may require periodic top dressing with 1.5-3.5 inch stone. as conditions demand, and repair acrd/or cleanout of any structures used to trap sediment. All material spilled, dropped, washed, or tracked from vehicles or site onto roadways or Into storm drains roust be removed immediately. -8' CONMEM BLOCK PAVEiW WRAPPED IN f%M FAW \ FLOW -r--. ---- --� CURB INLET FILTER "PIGS 1N BLANKET" #3isturbeA Area Stab'rlizotiQn Applying and Anchoring Mulch WIN Sediment Barrier \ e TYPE FENCE A B C Tensile Strength (Lbs. Min.) (1) Warp -- 120 Warp - 120 Warp - 260 (ASTM D-4632) Fill -- 100 Fill - 100 Fill - 180 Elongation (% Max.) IN Width of Fabric Use (ASTM 0-4632) 40 40 40 AOS (A parent Opening Site) AIM or equal to 6 months. I i Max. Sieve Size) (ASTM D-4751) #30 #30 #30 Flow Rote (Gal Min/Sq. Ft.) Type B (22') 1) On projects, such as residential home sites or small com- cover. Quick taw growing (GDT -8 25 25 70 Ultraviolet Stability (2) 0-10-10 15010 be./cc. -- (ASTM D-4632 after 300 hours Second Type C (36") 1) Where fill slopes exceed a vertical height weathering in accordance with MM -L C with woven wire slope gradient is steeper thon 3:1. and sodforming. Full sun. ASTM" D-4355) 80 80 80 Bursting Strength (PSI Min ) A POST SIZE 0 (ASTM D- 3786 O:aphragm Bursting SUDANGRASS (sorghum sudartese) aloneFTT Table 6-13.3 M»L c Strength Tester) 175 175 175 Minimum Fabric Width (Inches) 36 22 36 821Minimumroll averoge of five specimens. 18D � Percent of required intial minimum tensile strength. LAP F - Pasty, . 6' O.C. SILT FENCE TYPES 13 OVERLAP AT FABRIC ENDS Table 6--3.2 0 IN Width of Fabric Use (Cynodon 11"V")a} a -L C Type A (36") 1} On developemnts where the life of the project is greater than 2. Coal season AIM or equal to 6 months. I i JA grasses and 2) Where the slope gradient is steeper than 3:1. IN Type B (22') 1) On projects, such as residential home sites or small com- cover. Quick taw growing (Erdwosth curvukf) mercial developments, where the life of the project is fess c 3. Ground covers than 6 months. 0-10-10 15010 be./cc. -- 2) Where the slope gradient is less than or equal to 3:1. Second Type C (36") 1) Where fill slopes exceed a vertical height of 20 feet end the MM -L C with woven wire slope gradient is steeper thon 3:1. and sodforming. Full sun. done reinforcement 4. Pine se"ings J J A POST SIZE 0 N SUDANGRASS (sorghum sudartese) aloneFTT Table 6-13.3 M»L c Minimum Length Type of Post Size of Post od Gofor= fields. Type A 4' Soft wood 3" d+o. or 2x4 J F Oak 1.5" x 1.5" TRITICALE (X-Triticosecale) alone in erirxtures 3 bu. 3.3 lb. (144 lbs.) 1/2 bu. 0.6 lb - (24 lbs.) Steel 1.31b./ft. min F Type B 3' Soft wood 2" dio. or 2x2 J nniols Oak 1" x 1" J F Steel .751b./ft. min. M Type C 4' Steel 1 3 rib./4t min. 10 FASTENERS FOR WOOD POSTS 7. Warm season BERMUDA, COMMON Table 6- 13.4 P 50-140 iba./ac.2/6/ grasses Gouge Crown Legs Staples/Post Batt lbe./ac. Wire Staples 17 rain. 3/4" wide 1/1" long 5 min. 10-10-10 400 lbs./ac. Gouge Length Button Heads Nail/post First Nails 14 min 1', 3/4" 4 min. grasses and Note: Filter fabric may also attached to the pest by wire, cord, and pockets. FLOW 2.5 IN » •''' 1.5 _F 2.5'. MIN. SIDE VIEW Max.--aI4 a _c:_1-0- FLOW Pr_ Oft Ia* rt�'n. RANT 'VIEW NOTE: USE 36" D.D.T. APOROVED FABRIC. USE WUOC OR STEEi. POSTS S't T FENCE TYPE A I 18" MIN. d � FRONT VIEW NOTE: USE 2 D.0 T. APPROVED PARR Z. USE ODD OR STI: E:. POSTS Sl! T r' E:NCE - TVPE B A Flow .,� 18D � Flow J LAP F - Pasty, . 6' O.C. LN U moa 13 OVERLAP AT FABRIC ENDS Wood Post with It Nail Placement o l 1 Wood Post with o 1 Staple Placement _ o I I U L, FRONT VIEW FASTENERS FOR TYPE A & TYPE B SILT FENCE LAND DISTURBANCE ACTIVITY PLAN DFSCRMION: Points A should be higher than Point B This site is located odjaoent to the northeast cones of Hwy 80 do g Polk Street In the city pipits of Tybee Island, Chatham County, GA. Flow r i _I I .....11 4" Vertical Face EMBEDDING DETAIL Angle first stake towards previousiy told bale r,+5 Flow - Wood Post wi -- -- -- Wire or nylon bound j -- -- -- bales placed on the contour --- --- -- --- 2 re -bars, steel pickets, or 2"x2" stakes 1 1/2' to 2' in ground ANCHORING DETAIL NOTE.: -" Anchor and embed into soilIia prevent washout or water working under barrier - Repair or replacement must be made promptly as needed STAKED HAYBALE BARRIERS PROPER PLACEMENT OF STRAW BALE BARRIER iN DRAINAGE WAY This site is currently a mobile home IM& The site will be developed Cog °Mitres. wilob°e uled to Wit the area of bare Into a subdivision With 8 ofto family lots Ile 8 duplex W. exposw Binding Wire or Twine Staked and Entrenched Straw Bale hrtpr"nerlts will include ubttties, gracing, drainage, paving do landscaping. Compacted Soil to Prevent Piping SED110a COVTROI. PROGRAM: Stomp water will caritinue to outfall to the tktal waters of Chiminey Creek. i co rk be til bx e�ng natural () Sediment Laden Runoff fharrr►strearrt of land tri rt>insfgruacities. Filtered Runoff 1 I�NtiNG: I�fortitem Partiort: R -t--$ Southern Portion. C-2/MR SAFM PR4T CTI Nt. " VEGETATION: with thaolm*= 16011 = t ber'septiatary This Ae is buildings, on asphalt Paan castles! hardwood.' with sereral ertiating MA PROGRAM: } t ` t .-,..- "'•' Mfi'ENANCE Sjdi and erosion i �rt1!►pSU will ires�tf Note: Embed ha bates a minimum of 4 inches. EROSIDN cr�NTRa. PROGRAM: °3r' colt red tnwile l be iy y both #enTpart�ar}rand vWftatlori wnent ibbe txrsantlgpin drstu�cttwae: nd aed�1. introi 1 �rstteds the s► CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE upon completion of clearing anr�grod�a�gg.. t � a°rtcf°t tales � ed � �rlersst w Land disturbing Activ#t'1es will be schadulert to unit the area of bare sops exposed to erosive dernertts. Wood Post with .- lit Nail Placement 1Q, Flow 18" Flow J,W;d past with #a! LAP le Alao cement ff 01Li Post t I 6' O.C. t'1"1t1� Li FRONT ViEW OVERLAP AT FABRIC ENDS FASTENERS FOR TYPE A & TYPE B SILT FENCE 1. Apply straw or hay mulch uniformly by hand (With Mulching Only) Ds � or mechanically. Anchor as appropriate and feasible. It may be pressed into the soil with a disk harrow with the disk set straight or with a Disturbed Are o St o b i l i z a t i o n DEFINITION special "packer disk". The disk may be smooth 1(V l t h Temporary S t? e d ', n g S} Applying plant residues or other suitable materials or serrated and should be 20 inches or more in not produced on the site to the soil surface. diameter and 8 to 12 inches apart. The edges PLANTS. PLANTIK RATES, AND PLANTING DATES FOR TEMP<i MY COYER OR COMPN of the disk should be dull enough not to cut the PURPOSE mulch but to press it into the soil leaving much To reduce runoff and erosion; conserve moisture, of it in on erect position. Resource Planting Doges by Rtsource prevent surface compaction or crusting; to control Straw hay mulch spread with special blower- Broadcast Area PIantina Dn Disturbed Area Stabilization (With Permanent Vegetation) r„AMT�, PtAAM_ P„r Broadcast Rates 2/-PLS3/ Per Per !. Ito ft"_ Planting Dotes by Area rea Ptantina Dates Remorks (Solid lines indicate optimum dates dotted Nees indicate permissible but morginal dates.} F_s3 BERMUDA, COMMON YEAR c J I FIM F A IM I J I J JA IS 0 IN 10 1.187,000 seed per pound. (Cynodon 11"V")a} a -L C M -L FIM 2. Coal season AIM -12-12 I i JA grasses and I S10 _10-10 IN RYE (Secale cereate) alone in mixtures 4 tw 39 Ib. (168 lbs.) 1/2 bu 06 Ib. (28 lbs.) cover. Quick taw growing (Erdwosth curvukf) 400 lbs./ac. c 3. Ground covers First 0-10-10 15010 be./cc. -- Second 10-10-10 RYEGRASS, ANNUAL (Latium Femulentum) arena 40 ft. 0.9 Ib. MM -L C J and sodforming. Full sun. done 10 lbs. 0.2 1b. 4. Pine se"ings J J A S 0 N SUDANGRASS (sorghum sudartese) aloneFTT 60 lbs 1.41b. M»L c It4 od Gofor= fields. with other 6 lbs. 0.1 rb. J F M A TRITICALE (X-Triticosecale) alone in erirxtures 3 bu. 3.3 lb. (144 lbs.) 1/2 bu. 0.6 lb - (24 lbs.) c J F M A M J nniols A S J F M A M J J A IS 10 [Nit) 7. Warm season BERMUDA, COMMON PANICGRASS, ATLANTIC P 50-140 iba./ac.2/6/ grasses Second 6-12-12 Batt lbe./ac. SO- 100 Iba./acl/ Maintenance 10-10-10 400 lbs./ac. 30 lbs./ac. a. Warm season First (mon docVW) dunes, borrow areas. and c grasses and C 0-10--10 1000 lbv.[ac. Im legumes ointenance 0-10-10 400 tbs joo. 1 / APPiy In spring following seeding. 2/ Apply in *pIR applicatiom wtm high rates are used. 3/ Appy in 3 split applications. tlnhuffed seed 5/ Apply to grass species only. lor"s gravel pita. Provides winter With temporary DowPlant 10 lbs. 0.2 1b. cover for wildife. Mix with (Panfcum omarurr+ ver. amarulum) J f A M J JA with winter annuals. with other perennials 6 Ws. 0.1 Ib. D J F M A M J J A 5 10 N 10 pic"t with Tall fescue. BERMUDA SPRIGS 40 cu. R. 0.9 cu. ft M -L (Phofaris crundhrocea) AA ccruobic, toot contalro (Gydodan dactybn) atone 50 lbs. 1 t W_ -L A buahetains t.25� and pulp 3'x 3' arowa similar to 'fell fescue. P Coastal. Common, with other perennials 30 tbs. 0.7 1b. cu or approxirnatey' Midiond, or rift 44 P 1/ Reduce seeding rates by 50% when drilled. 2/ PLS is an abbreviation for Pure Live Seed. Refer to Section V.E. of these specification.. 3/ M -L represents the Mountain: Blue Ridge: and Ridges and Valleys MLRAs P represents the Southern Piedmont MLRA C represents Southern Coastal Plain: Sand Hills: Block Lands: and Atlantic Coast Flotwoods MLRAs coostot, Common. or Tit 44 C Some as otiaw rift 78 C J "F M AM J J A 5 0 N il $O1 ' coag Plain wif . Droht tolmrit: 93 Sim or CENTIPEDE Block sod only P partat etwda. oweetive adjacent to ( EMmaChtoa aphh,roidee) C concrete and in conwntrated ft** areas. trragation is needed untl fully established. Do not Plant rasar postural. w;r+terfiardy as far north as Athwns and J F M A M J J A S 0 N D Atlanta. FESCUE. TALL M -L 227,000 seed pr pound. use n (Festum arundktacea) P alone an on better aites. D~ -s 50 it)& 1.1 lb. Not for droughty sons. Mix with done C0ra.rern lick. A pty or n __._,..._-. 30 lbs. 0.7 lb. in sfth otherpring fdloAwi�rig fafa�tfnga. warom or perennide thwk fNot fcr sMss '�� undersirable vegetation; to modify soil temperature; to type equipment may be anchored with emulsi- Rates 2/-PLS3/ -- j ReMarks (Solid lines indicate optimum dotes increase biological activity in the soil. fled asphalt (Grade AE --5 or SS -1). The asphalt Per Per dotted lines indicate permissible emulsion must be sprayed onto the mulch as it bera loon but marginal dates.) SPECIFICATIONS is ejected from the machine. Use 100 gallons A. For temporary protection of critical areas without of water per ton of mulch. !seeding. 2. Spread wood waste uniformly on slopes that This standard applies to graded or cleared are 3:1 and flatter. No anchoring is needed. areas which may be subjected to erasion for 6 3. Commercial matting and netting. Follow months or less, where seeding3 may not hove a manufacturer's specification included with the material. suitable growing season to produce an erosion 4. Apply asphalt so area has uniform a retardant cover, but which can be stabilized with a Y F Ailear- mulch cover. once. (Note. Use in areas of pedestrian traffic could cause problems of tracking in or dam- age to shoes, clothing, etc. Site Preparation 9 9 ) 1. Grade, as needed and feasible, to permit the s• To conserve moisture and control weeds in use of equipment for applying and anchoring nurseries, ornamental beds, around shrubs, and mulch. on bare areas on lawns. 2. Install needed erosion control measures as Mulching Materials required such as dikes, diversions, berms, Use one of the material given below and apply at terraces and sediment barriers. thickness indicated 3. As needed and feasible, loosen compact soil t4 Material Depth a minimum depth of 3 inches. Pt Mulching Materials 1. Grain straw or grass hay 6" to 10" 1. Dry straw of hay - spread at a rate of 2 2. Pine Needles 4 to 6 1/2 tons per acre. .3. Wood waste 4" to 8" 2. Wood waste, chips, sawdust or bark -spread (sawdust, bark. chips) 2 to 3 inches deep (about 6 to 0 tons per acre). 4• Shredded residues 4" to S" 3. Erosion control matting or netting, such as (crop, leaves, etc.) excelsior. jute, textile and plastic matting and 5. Completely cover area with black polyethyl- netting - applied in accordance with manufac- ene film and hold in {glace by placing soil on tureres recommendations, the ouW edge. YEAR IQ- it. J I FIM F A IM I J I J JA IS 0 IN 10 LOVEGRASS. WEEPING (Erogrostfs curvula} alone in mixtures 4 lbs 0.1 Ib. 2 lbs 0.05 lb. a -L C M -L FIM 2. Coal season AIM -12-12 I i JA grasses and I S10 _10-10 IN RYE (Secale cereate) alone in mixtures 4 tw 39 Ib. (168 lbs.) 1/2 bu 06 Ib. (28 lbs.) MM -L (Erdwosth curvukf) 400 lbs./ac. c 3. Ground covers First 0-10-10 15010 be./cc. -- Second 10-10-10 RYEGRASS, ANNUAL (Latium Femulentum) arena 40 ft. 0.9 Ib. MM -L C J F M AIm 4. Pine se"ings J J A S 0 N SUDANGRASS (sorghum sudartese) aloneFTT 60 lbs 1.41b. M»L c It4 With psoas. Mix testxsdem. in mixtures 2 IIIc, 0.05 rib. J F M A TRITICALE (X-Triticosecale) alone in erirxtures 3 bu. 3.3 lb. (144 lbs.) 1/2 bu. 0.6 lb - (24 lbs.) c J F M A M J J A S O N 1/ Temporary cover crop* are +eery competitive and will crowd perennials 2/ Reduce seeding rotes by 5071 when drifted. 3/ PLS is an obbreviotfon for Pure Live Seed. 4/ M -L represents the Mountain: Blue Ridge: end Ridges and valleys MLPAs P represents the Southern Piedmont MLRA C represents Southern CooaWl Flom: Sand Hills: 81ack Lands: and Atlantic if seeded to heavily. Coast Flotwoods MLRAs 4. Cutback asphalt, slow ouring -" applied at 1200 gallons per acre (or 1/4 gallon per sq. yd.) When using organic mulches, apply 20-30 5. Poi ethrtene film - secured over banks or pounds o nitrogen in addition to the normal y stockpiled soil material for temporary protec- amount needed for plant growth to offset th tion, tie up of N by decomposition of mulch. 1.500,OD0 Seed per pound. May last for severof years. Mix with Sericee lespedeza. 1$,D00 seed per pound. Quick cover. Drought tolerant and winterhardy 227,000 seed pound. Dense cover. Vary competitive and is not to be used in mixtures. 55.000 saw per pound. Good on draughty sites. Not recommended for miutures. Use on tower port of Southem Coastot Plan and in Atlantic Coastal Flatwooda only. Ngles: 1. Information on details taken from the Manual for Erosion and Sediment Control in Georgia, Third Edition. dated 1992. 2. All soil erosion and sediment control practices shall be in compliance with the above listed manual. 3. For more information on the details shown on this plan or other details or practices not shown see the manual listed in Note 1. EROSION CONTROL NOTES 1. EROSION CONTROL IS TO BE MAINTAINED IN AL.. DISTURBED AREAS. THIS IS TO BE ACCOMPLISHED. 13Y BOTH TEMPORARY GRASSING DURING CONSTRUCTION AND PERMENENT GRASSING AT IT'S COMPLETION. 2. SOIL EROSION AND SEDIMENT CONTROL PROCEDURES SHALL COMPLY WITH THE EROSION AND SEDIMENTATION ACT OF 1975, FOR EXPLANATION CONCERNING DETAILS AS SHOWN ON THIS PLAN PLEASE CONSULT THE "MANUAL FOR EROS" AND SEDIMENT WATERCONTROL IN GEORGIAL AND CONSERVATION`"COMMITTEPUBLISHEDOF GEORGiA.BY THE4 ALL TE (S UNDER THE CATAGORY OF SOIL EROSION do SEDIMENT CONTROL SMALL BE PAID FOR IN THE LUMP SUM PRICE FOR GRADING. 3. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES. 4. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDfrlONAL EROSION AND SOIL CONSERVATION MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. FERTILIZER REQUIREMENTS TYPE OF SPECIES YEAR EO YSiR N -f' -K J I FIM 1. Coot season A IM I J I J JA IS 0 IN 10 11 LOVEGRASS, WEEPING 10-10-10 M -L 30 2. Coal season First -12-12 1500 lbs./ac. 0-50 grasses and Second _10-10 1000 tbs./cc. I"ur les 1.500.000 Seed per (Erdwosth curvukf) 400 lbs./ac. c 3. Ground covers First 0-10-10 15010 be./cc. -- Second 10-10-10 1000 lbs./ac - aIntenonce patp"d. May fat for Glade 4 lbs. 0.1 rib. 4. Pine se"ings First 20-10-5 one 21 -grant - pellet per seedling It4 With psoas. Mix testxsdem. in mixtures 2 IIIc, 0.05 rib. J F M A First J J - S Maintenance 0-10-10 Dh 6. Temporary First P 500 lbs./de. 30 lbs./ac.5/ cover crops seeded alone 7. Warm season *elf an coastal land PANICGRASS, ATLANTIC 20 lbs. 0.5 lb. 50-140 iba./ac.2/6/ grasses Second 6-12-12 Batt lbe./ac. SO- 100 Iba./acl/ Maintenance 10-10-10 400 lbs./ac. 30 lbs./ac. a. Warm season First 6-12-12 dunes, borrow areas. and COASTAL grasses and C 0-10--10 1000 lbv.[ac. Im legumes ointenance 0-10-10 400 tbs joo. 1 / APPiy In spring following seeding. 2/ Apply in *pIR applicatiom wtm high rates are used. 3/ Appy in 3 split applications. 4/ Apply when plants are pruned. 5/ Apply to grass species only. lor"s gravel pita. Provides winter cover for wildife. Mix with (Panfcum omarurr+ ver. amarulum) J f A M J JA S N D Sericea lespedexa except on sand dunes. REED CANARY GRASS (Phofaris crundhrocea) atone 50 lbs. 1 t W_ -L arowa similar to 'fell fescue. P with other perennials 30 tbs. 0.7 1b. 1/ Reduce seeding rates by 50% when drilled. 2/ PLS is an abbreviation for Pure Live Seed. Refer to Section V.E. of these specification.. 3/ M -L represents the Mountain: Blue Ridge: and Ridges and Valleys MLRAs P represents the Southern Piedmont MLRA C represents Southern Coastal Plain: Sand Hills: Block Lands: and Atlantic Coast Flotwoods MLRAs Ngles: 1. Information on details taken from the Manual for Erosion and Sediment Control in Georgia, Third Edition. dated 1992. 2. All soil erosion and sediment control practices shall be in compliance with the above listed manual. 3. For more information on the details shown on this plan or other details or practices not shown see the manual listed in Note 1. EROSION CONTROL NOTES 1. EROSION CONTROL IS TO BE MAINTAINED IN AL.. DISTURBED AREAS. THIS IS TO BE ACCOMPLISHED. 13Y BOTH TEMPORARY GRASSING DURING CONSTRUCTION AND PERMENENT GRASSING AT IT'S COMPLETION. 2. SOIL EROSION AND SEDIMENT CONTROL PROCEDURES SHALL COMPLY WITH THE EROSION AND SEDIMENTATION ACT OF 1975, FOR EXPLANATION CONCERNING DETAILS AS SHOWN ON THIS PLAN PLEASE CONSULT THE "MANUAL FOR EROS" AND SEDIMENT WATERCONTROL IN GEORGIAL AND CONSERVATION`"COMMITTEPUBLISHEDOF GEORGiA.BY THE4 ALL TE (S UNDER THE CATAGORY OF SOIL EROSION do SEDIMENT CONTROL SMALL BE PAID FOR IN THE LUMP SUM PRICE FOR GRADING. 3. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES. 4. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDfrlONAL EROSION AND SOIL CONSERVATION MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. FERTILIZER REQUIREMENTS TYPE OF SPECIES YEAR EO YSiR N -f' -K RATE TOP DRESSING RATE 1. Coot season First -12-t2 1500 lbs./ac. 50-100 lbs./ac.1/2/ grasses Second -12-12 11000 tbs./ac. -- Maintenance 10-10-10 400 lbs./ac. 30 2. Coal season First -12-12 1500 lbs./ac. 0-50 grasses and Second _10-10 1000 tbs./cc. I"ur les Maintenance 0-10-10 400 lbs./ac. - 3. Ground covers First 0-10-10 15010 be./cc. -- Second 10-10-10 1000 lbs./ac - aIntenonce 10-10-10 1100 lbs./ac. 4. Pine se"ings First 20-10-5 one 21 -grant - pellet per seedling placed in the closing hole 5. Shrub First 0-10-10 700 lbs./ac. - Lespedeza Maintenance 0-10-10 700 lbs./ 4/ 6. Temporary First 10-10-10 500 lbs./de. 30 lbs./ac.5/ cover crops seeded alone 7. Warm season First 6-12-12 1500 lbs../aa. 50-140 iba./ac.2/6/ grasses Second 6-12-12 Batt lbe./ac. SO- 100 Iba./acl/ Maintenance 10-10-10 400 lbs./ac. 30 lbs./ac. a. Warm season First 6-12-12 1500 lbs./ac. 50 lbs./oc. 6/ grasses and Second 0-10--10 1000 lbv.[ac. legumes ointenance 0-10-10 400 tbs joo. 1 / APPiy In spring following seeding. 2/ Apply in *pIR applicatiom wtm high rates are used. 3/ Appy in 3 split applications. 4/ Apply when plants are pruned. 5/ Apply to grass species only. 6/ Apply when plants grow to a height of 2 to 4 lrfctess. SOIL EROSION CONTROL LEGEND, NOTES & DERAILS BREWER'S LANDING PIN: 4-0026-•8--2,3 & 4 !'tiR MARSHWINDS DEVELOPMENT CO. L.L.C. UAWIS ENGINEERING, INC. 636 STEPHENSON AVENUE. SUITE C SAVANNAH. GEORGIA 31405 TEL: 912-355-7362 FAX- 81.2-352-7787 E-MAIL DAVISENGINEERING*WORLDNET.ATf.NET DRAIN: D.S. 01114"L. DSSM: D.D. no M 19904s(I'Ki C CK`D: D.D. 1tA.i'X 12-01-11st