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HomeMy Public PortalAboutSEWERLINE RELOCATE CHATHAM.pdfFOR THE MAYOR: 1 flf, _ .tll ■ 1 — � _� � ' J..r "�T�''�. •'�.-:.,..,�k •'ti;�' � ti >�h.,,` j' ,l rJ 6"'�!t•""`�Yi'.�" :+�.�.,'"• i O Cs°+a� .•, � 1 s= i �f:; p '3"�t"7v r...�.t,.,` °ti {�wr'/ 1°'-.r..> t _:..r •,. ��y�.,"'�� `'� 4"`�-.5` \>^� of r•�. }�;t`S�F��-' ^ y'w...-.- u -•'A.- -..._t 0 J 4 "�'`'`\1 s�r ` 3 '•r '" r s-,�� •�- 4� z , COUNCIL: .1 -_�; ;res"fCHARLIE BREWER WANDA DOYLE 1 r / —w "-., �, t BARRY BROWN ,� .+ �� as` -..r j'�'"'l �,r� .,fir r, •�. "7t�t��`'-••I1� � � if N# I EDDIE CRONE PAUL WOLFF SCHEDULE OF DRAWINGS ,�, � r t � ��- h"�"�—.,\ i��r�.r- � •-- ,-.. � � 01 COVER SHEET, SCHEDULE OF DRAWINGS AND VEC1N1TY MAP ,l..i+n„1 S ~qt-�.�.„�.y'^•9 f"f`W�"`—..Y i'✓�CkV r` R 02 PROJECT MAP, GENERAL NOTES AND LEGEND MANAGER: X13 SEWER LINE PLAN '�'—` F 'a S � - e . ! SEWER LINE PROFILE 04 05 MISCELLANEOUS DETAILS fes,. d�1 W�4 t V �� 1";I� ??�47��r�' �••yw2 rR,,a`�",�_�'`•}°-'y�cy„"xy! NOVEMBER 2009 Aiff k4 " u _ w 'fr�`=Tj7•`L_� "�'^.�....� Avv _ a PROJECT Design Professional AREACe.y #8750 -v � t "�-r�s • u , r HUSSEY, GAY, BELL & DEYOUNG, INC. CONSULTING ENGINEERS VICINITY MAP SCALE: 1 � 000 , SAVANNAH, GA GAINESVILLE, GA COLUMBIA, SC MOUNT PLEASANT, SC = 329 COMMERCIAL DRK 625 GREEN STREET N.E. 1219 ASSEMBLY STREET 749 JOHNNIE DODDS Slut. SUITE A SAVANNAH, GEORGIA 31406 GAINESVILLE, GEORGIA 30501 COLUMBIA, SC 29202 MOUNT PLEASANT, SC 29464 G R A P H I C S C A L E VOICE: (912) 354-4626 VOICE: (770) 535-1133 VOICE: (803) 799-0444 VOM- (803) 849-7500 A Bell Company FAX: (912) 354-6754 FAX: (770) 535-1134 FAX: (803) 799-1499 FAX: (803) 849-7502 V, = 100c' 0 500 1000 2000 5000 f ! f ,s� • � i / !^'• f};�� �'3 i• / lr r £' tis+ y11 W�` if W. ti , f 9^.. I .,•'.: ill rl w..�y� ..,,r ;.` ! r� � 1 i i ,�� `�' � 'i j • i� it .,4fr { i It � (!� -• f Ir � �-e_�jr' r ,•'r Ir if } j�'' � .5� � (' ' `lam F? � f' 1r f"r„,w.r��'^ -_ y��� ..,.,.•..w^� �� �' +l ,I� �' `��. fix- , i ,!'• ! l .� /,. 5 11 ,,�. i .z`''' iJ fI j }I /i, 1 ;+ !� `�.... �"""-,.. '^•`w� 1 Ff ! t �'' � ! � � ^, ,r,.•-�' '-'_`^.,,� I r /�J � r Z '"-•,. ".,,,, -w �^-, r !- 1 It f Elf ry 1y i <^ ✓''/ \'� ''` i ",`,�•, "� "�'`•�,�-'�..If fir. 1, �' 3 ~�"'^'•�• w •-.... ••-� � 1 ` ',,'� �/ � �,.s���` `' '� _ ,j if j'' ! i� i� j��• 1 jr` s: ':� ! •'-.`.-?",,,•„ Gv`4 - <r^'�! r �^ �, 1�I %~i `', i-�.'1�r '1"fr flr+ t' f��'-`.•,.� � lir �� t ^'�1 �I Y t+ + id „ ,.. ';fel '; / ;� O /' j �`! \ �•% 1 j'+ { f f � f "^,r,; vi' �% may; .P C\ r � �,�/.� /'rP• \���r�T rfrr rr. � sk �.� �,v,,, •'r/ rr, r r f'^�.,,� 'f` �r _r ,� ./ // /<- • i� _t E °� # Fr• fr ,j `��_ �• jir i. it `C•_k`11{r , r• i� I � < �• f r 1 '� � j ' 1 ,1 � �j f rr ! ' +r. r. f� , rr � rt 7 Uj rp f/• f r 5 f 1 J._� ! t r t! ' :f t r`r^ ` . i .r �✓ til %F�•� '� � � T7 T � f F!gWE��} ��',;•,,� A �r I� Oi�ef/ M��� �� 1` �' fj�• l ,r 1 ',y �" �� `S '.� �,� �-�,�Y` ,�' !f !, !(r ��� �/ r �...�� r� f •��(' tji , r• t�ti r•� /f / ' •� t'14 ,`���"��.,> j it GS.. � jJ r err r 'r� �} `�'t Y�f r" �✓'�r' ' f � �'�`t � ~� »"'^`"M pp A r s � %, } � �\1rf jam. 1:i � ryf/ -•w,� �f i`'^••.,.,�� I � �F i /1 j � {rf 3. � _r I ,�. s " ,!` \ / �'• r.`f , f'r t ? ! �,4.,, ry +II j rzi 4 j "Ci: r• ! '� �`Y�,/, j � r � i? I� � ,r it IL 5. i % + i / 14 Lam! �`.�,. , ,<• d �, '`--_.. i"t, tr! {; i °J• _ ��r 't ; r yam" �` f ✓ r 1 € { '' i J' frw.`".,. M'� 1'i r'r'r !1 �_. �� y j / j' ! i � �F! r "�`� - . J`r. !� };,•� •,,. �� ,,,wiry` � 4 ton) �, � �� � M1 flr�*.,, .^, R,1 f't' $• Ir ft � f +r,. rw •�,M [ i � ,„�M1` �, f`..........E F rr +•' ,•/ �, -��� °Vl /�,1 �: i /rs / //l + i {( -�• r 1, i` J � 'i fel' it/; �� �•" r ' �—..._..._.. ._. - _._^-.--- -- -' �� � Tom` f� 71 r ���.��,�Llf 1 f rtf�i LL: f' r }; "f ? t `:f� ��� •»�' / fry Of 1 CD �. � //�, ,; ,r ,,e--""'�_.. _.. ...�I i , � _,•'"� J 1+ r 1 if "�^r.�� j'`, � If ^•^� CL ��. ,/ /' r � ` � i �:° �^w, r i � � � ~�`�, "`y„� �"'•wti.� di r. 1 �ti;:,,,•, _ f � mow. ,.l7`� f f M'� PROJECT MAP SCALE: 1" - 100' GRAPHIC SCALE � � ! , S ',til l f `''�, `- ,,, `w... •"~�,, ..,�,r` ,.,��,w �`" V 2M 25V 56 iii �1�i # FYI i� `"`~",�• '"...� GENERAL MOTES It is the requirement of the contractor to make his own interpretation of all surface and subsurface data that is presented as to the nature and extent of the materials to be excavated, graded and compacted. The information shown on these plans and within the specifications does not in any way guarantee the amount or the nature of the material which may be encountered. 2. The contractor shall notify the engineer of any conflict with existing utilities not shown on these plans prior to laying any pipe. 3. All property/right—of—way lines are approximate, unless monument or pin locations are shown. 4. All property monuments and R/W monuments that are disturbed or damaged shall be replaced by a licensed surveyor. Concrete monument markers shall be a minimum 4" x 4" x 2'6. 5. Ail fences, posts, sheds, stored items, etc., moved to perform the work shall be replaced or moved back to the original location and any damage caused by removal and replacement shall be repaired so as to place the item in a condition equal to or better than existing at the start of the work. 6. The contractor shall provide a legible set of as—built marked prints to the engineer showing in detail all changes from the design drawings. The locations of all service lines shall be shown with dimensions to permanent structures or manholes. 7. All work shall be performed in a manner as to permit traffic to operate with the least amount of inconvenience possible. At least one travel lane must remain open at all times. All traffic control devices, signs, striping, and flagging shall be furnished by the contractor. 8. All existing drive and crossroads will be provided ingress/egress routes at all times during the construction activities. 9. The contractor shall not leave drainage ditches blocked, except for a brief time during actual installation of pipe. provide temporary bypass drainage as required to have properly functioning drainage at all other times. Regrade all ditches disturbed by installation of pipe. 10. All ditch banks, existing grass shoulders, and other areas that are disturbed shall be reseeded. 11. All items which are to be removed and are not shown to be reused shall become the property of the contractor and shall be removed from the site. The contractor shall be responsible for the proper final disposal of such material. 12. The contractor is required to contact all utility companies and have utilities located before work begins. It is the contractor's responsibility to protect all utilities. Any damage to utilities shall be repaired at the expense of the contractor. If trench of pipe is within 5ft. of power poles, contractor must notify power company and take all precautions as required by power company. Backfilling and compaction required the same day as excavation occurs. 13. It is the contractor's responsibility to coordinate with utility company for any guy wire relocation, or temporary utility line disconnections. All fees by utility company for conducting these services shall be paid by the contractor. 14. The contractor shall pay special attention to the underground telephone fiber optic cable, and the overhead power cables. The contractor must stay a minimum of 7.5 ft. away from the power lines for safety of construction activities. The contractor shall comply with the High Voltage Act of Georgia. The contractor shall take every precaution necessary for safety purposes. In areas where construction activities require such, the contractor shall have utility company wrap lines, support poles, etc. The contractor shall pay all fees to the utility company for their work. 15. Required shutdown of utility lines shall be coordinated with the City of Tybee Island. All requests for disruption shall be made on minimum by 9:OOAM the working day prior to the scheduled interruption. 16. The engineer shall approve any dewatering pian prior to its implementation. 17. Stone driveways and streets shall be restored to preconstruction conditions. Design Professional Cert. #8750 ER r � a � flfi✓ s `'� 1� 0 i ti► ` w � a Svo C* Eli Lu LU UI c::k z Uj J CD Lij w M O CD v s m 0 W � C SE EXISTING PROPOSED LEGEND EXISTING PROPOSED S16N SIGN O IRON PIN �, fl ar t j� CONCRETE MONUMENT OR t 1 I RAILROAD o r` r Fr < FTT j i, STORM DRAIN LINE ti , f 9^.. I .,•'.: ill rl w..�y� ..,,r ;.` ! r� � 1 i i ,�� `�' � 'i j • i� it .,4fr { i It � (!� -• f Ir � �-e_�jr' r ,•'r Ir if } j�'' � .5� � (' ' `lam F? � f' 1r f"r„,w.r��'^ -_ y��� ..,.,.•..w^� �� �' +l ,I� �' `��. fix- , i ,!'• ! l .� /,. 5 11 ,,�. i .z`''' iJ fI j }I /i, 1 ;+ !� `�.... �"""-,.. '^•`w� 1 Ff ! t �'' � ! � � ^, ,r,.•-�' '-'_`^.,,� I r /�J � r Z '"-•,. ".,,,, -w �^-, r !- 1 It f Elf ry 1y i <^ ✓''/ \'� ''` i ",`,�•, "� "�'`•�,�-'�..If fir. 1, �' 3 ~�"'^'•�• w •-.... ••-� � 1 ` ',,'� �/ � �,.s���` `' '� _ ,j if j'' ! i� i� j��• 1 jr` s: ':� ! •'-.`.-?",,,•„ Gv`4 - <r^'�! r �^ �, 1�I %~i `', i-�.'1�r '1"fr flr+ t' f��'-`.•,.� � lir �� t ^'�1 �I Y t+ + id „ ,.. ';fel '; / ;� O /' j �`! \ �•% 1 j'+ { f f � f "^,r,; vi' �% may; .P C\ r � �,�/.� /'rP• \���r�T rfrr rr. � sk �.� �,v,,, •'r/ rr, r r f'^�.,,� 'f` �r _r ,� ./ // /<- • i� _t E °� # Fr• fr ,j `��_ �• jir i. it `C•_k`11{r , r• i� I � < �• f r 1 '� � j ' 1 ,1 � �j f rr ! ' +r. r. f� , rr � rt 7 Uj rp f/• f r 5 f 1 J._� ! t r t! ' :f t r`r^ ` . i .r �✓ til %F�•� '� � � T7 T � f F!gWE��} ��',;•,,� A �r I� Oi�ef/ M��� �� 1` �' fj�• l ,r 1 ',y �" �� `S '.� �,� �-�,�Y` ,�' !f !, !(r ��� �/ r �...�� r� f •��(' tji , r• t�ti r•� /f / ' •� t'14 ,`���"��.,> j it GS.. � jJ r err r 'r� �} `�'t Y�f r" �✓'�r' ' f � �'�`t � ~� »"'^`"M pp A r s � %, } � �\1rf jam. 1:i � ryf/ -•w,� �f i`'^••.,.,�� I � �F i /1 j � {rf 3. � _r I ,�. s " ,!` \ / �'• r.`f , f'r t ? ! �,4.,, ry +II j rzi 4 j "Ci: r• ! '� �`Y�,/, j � r � i? I� � ,r it IL 5. i % + i / 14 Lam! �`.�,. , ,<• d �, '`--_.. i"t, tr! {; i °J• _ ��r 't ; r yam" �` f ✓ r 1 € { '' i J' frw.`".,. M'� 1'i r'r'r !1 �_. �� y j / j' ! i � �F! r "�`� - . J`r. !� };,•� •,,. �� ,,,wiry` � 4 ton) �, � �� � M1 flr�*.,, .^, R,1 f't' $• Ir ft � f +r,. rw •�,M [ i � ,„�M1` �, f`..........E F rr +•' ,•/ �, -��� °Vl /�,1 �: i /rs / //l + i {( -�• r 1, i` J � 'i fel' it/; �� �•" r ' �—..._..._.. ._. - _._^-.--- -- -' �� � Tom` f� 71 r ���.��,�Llf 1 f rtf�i LL: f' r }; "f ? t `:f� ��� •»�' / fry Of 1 CD �. � //�, ,; ,r ,,e--""'�_.. _.. ...�I i , � _,•'"� J 1+ r 1 if "�^r.�� j'`, � If ^•^� CL ��. ,/ /' r � ` � i �:° �^w, r i � � � ~�`�, "`y„� �"'•wti.� di r. 1 �ti;:,,,•, _ f � mow. ,.l7`� f f M'� PROJECT MAP SCALE: 1" - 100' GRAPHIC SCALE � � ! , S ',til l f `''�, `- ,,, `w... •"~�,, ..,�,r` ,.,��,w �`" V 2M 25V 56 iii �1�i # FYI i� `"`~",�• '"...� GENERAL MOTES It is the requirement of the contractor to make his own interpretation of all surface and subsurface data that is presented as to the nature and extent of the materials to be excavated, graded and compacted. The information shown on these plans and within the specifications does not in any way guarantee the amount or the nature of the material which may be encountered. 2. The contractor shall notify the engineer of any conflict with existing utilities not shown on these plans prior to laying any pipe. 3. All property/right—of—way lines are approximate, unless monument or pin locations are shown. 4. All property monuments and R/W monuments that are disturbed or damaged shall be replaced by a licensed surveyor. Concrete monument markers shall be a minimum 4" x 4" x 2'6. 5. Ail fences, posts, sheds, stored items, etc., moved to perform the work shall be replaced or moved back to the original location and any damage caused by removal and replacement shall be repaired so as to place the item in a condition equal to or better than existing at the start of the work. 6. The contractor shall provide a legible set of as—built marked prints to the engineer showing in detail all changes from the design drawings. The locations of all service lines shall be shown with dimensions to permanent structures or manholes. 7. All work shall be performed in a manner as to permit traffic to operate with the least amount of inconvenience possible. At least one travel lane must remain open at all times. All traffic control devices, signs, striping, and flagging shall be furnished by the contractor. 8. All existing drive and crossroads will be provided ingress/egress routes at all times during the construction activities. 9. The contractor shall not leave drainage ditches blocked, except for a brief time during actual installation of pipe. provide temporary bypass drainage as required to have properly functioning drainage at all other times. Regrade all ditches disturbed by installation of pipe. 10. All ditch banks, existing grass shoulders, and other areas that are disturbed shall be reseeded. 11. All items which are to be removed and are not shown to be reused shall become the property of the contractor and shall be removed from the site. The contractor shall be responsible for the proper final disposal of such material. 12. The contractor is required to contact all utility companies and have utilities located before work begins. It is the contractor's responsibility to protect all utilities. Any damage to utilities shall be repaired at the expense of the contractor. If trench of pipe is within 5ft. of power poles, contractor must notify power company and take all precautions as required by power company. Backfilling and compaction required the same day as excavation occurs. 13. It is the contractor's responsibility to coordinate with utility company for any guy wire relocation, or temporary utility line disconnections. All fees by utility company for conducting these services shall be paid by the contractor. 14. The contractor shall pay special attention to the underground telephone fiber optic cable, and the overhead power cables. The contractor must stay a minimum of 7.5 ft. away from the power lines for safety of construction activities. The contractor shall comply with the High Voltage Act of Georgia. The contractor shall take every precaution necessary for safety purposes. In areas where construction activities require such, the contractor shall have utility company wrap lines, support poles, etc. The contractor shall pay all fees to the utility company for their work. 15. Required shutdown of utility lines shall be coordinated with the City of Tybee Island. All requests for disruption shall be made on minimum by 9:OOAM the working day prior to the scheduled interruption. 16. The engineer shall approve any dewatering pian prior to its implementation. 17. Stone driveways and streets shall be restored to preconstruction conditions. Design Professional Cert. #8750 ER r � a � flfi✓ s `'� 1� 0 i ti► ` w � a Svo C* Eli Lu LU UI c::k z Uj J CD Lij w M O CD v s m 0 W � C SE EXISTING PROPOSED LEGEND EXISTING PROPOSED S16N O DC904V IiRA" nr�cicEn JwF ,cow DATE: NOVEMBER 2009 JOB NO. 109199681 SCALE: AS S14OWN 0 UJI wD 8 a. J Z ., 0 LLJ LU Uj 0 Z o 1 Z z 0 �W (0) W L V s J W f3. DRAWING "iER 02 01 OF 06 SIGN O IRON PIN SPIGOT ❑ CONCRETE MONUMENT OR DITCH k�t_t ►_su»_1_ E � F � r RAILROAD . ROP STORM DRAIN LINE - ASPHALT PAVEMENT ® DRAINAGE INLET E- --=-7 CASING —SAN_ SANITARY SEWER LINE X X X FENCE MH(_F`ii SANITARY SEWER MANHOLE — — RIGHT-OF-WAY FIRE HYDRANT ----'— - - -- ROAD CENTERLINE ASSEMBLY WOODS LINE E VALVE MWM WATER METER TREE OR BUSH Lzi WATER METER RELOCATED _W_ W WATER LINE X-.-----X--.,..,.._.—X-----X SILT FENCE SHO WATER VALVE TEMPORARY SEDIMENT BARRIER FM— FORCE MAIN PERMANENT SAMPLING STATIONd2+F STORM DRAINAGE INLET PROTECTION � LIGHT PULE C- GUY WIRE �� DUST CONTROL ON DISTURBED AREAS GUY POLE ©971 TEMPORARY GRASSING 0 TEEPHONE POLE ®� PERMANENT GRASSING TELEPHONE BOX POWER POLE ®S4 DISTURSEB AREA STABILIZATION (WITH SODDING) GAS METER CO TEMPORARY CONSTRUCTION EXIT TRANSFORMER P - POWER LINE TELEPHONE LINE u WETLANDS E ELECTRIC UNE � - GAS LINE— FOC- --- FIBER {OPTIC CABLE ` — — UTILITY/CONSTRUCTION EASEMENT UGC— UNDERGROUND CABLE DATUM: VERTICAL: NAUD 1988 HORIZONTAL: GEORGIA STATE PLANE (EAST) O DC904V IiRA" nr�cicEn JwF ,cow DATE: NOVEMBER 2009 JOB NO. 109199681 SCALE: AS S14OWN 0 UJI wD 8 a. J Z ., 0 LLJ LU Uj 0 Z o 1 Z z 0 �W (0) W L V s J W f3. DRAWING "iER 02 01 OF 06 9 4c E 11; W. ♦ V % r � i cr) cr'moi SEWAGE f11.56 GRATE INLET �zq GRATE INL E 7' LIFT STATION W.V. TOP 6.2 6 1011 �� fLJEC� PANEL FOR Top 56' 1. 14 1. 3.81 F.H. I.E. 3,34 301 7,76 LffT STATION REMOVE AM REPLACE ASPHALT PAVEMENT V. 54 w ,56.9IPF .90 4 L 6,4 I EXISTING SANITARY OA 12"PVC - - - - - - - - - - - - - MANHOLE Na. 1 cp. 49602 TOP = 7.7 'NG .SAN. iv. H. ro,62 [-SAIV. M.H. SAN, M,1-1, 7 PK NAIL IN PA VIN ♦ 7770P 6.86 70P 706 I.E. = -2.96(IN) 0 W, V 55 N-7267.11,4.51 TOP 12.0 3 I.E. 1-12.90 I.E. 3 W, V '811 Water Line -F=10641.36.277 LE, 2.89 9.7 t, INVERT TO THE WEST 15 :1 48) .14 w ;�,Ev, m2o NAVD i9aaw all Wow Line INV" 8g i 52 r PARTIALLY OBSTRUCTED W V. SAN. UH, 1% SAN TOP 7.84 f �e- I SAN GRA Tff !NLf T SAN SAN SAN If. (-12.87 SAN SANITARY SAN SAN SAN SAN SAN SAN 70P 6-26 SAM M.H, PAVING 14?0 TOP 8�98 1� E. 3.2 6 17th STREET 60' RTW PLUG EX19NG 80 TOP 78 7 A PHAL7 BEfflb�MARK '--�IE -7171 %0 4� I.E.1-13.14 62 L.F.8" (),49 -7 4 .1 6�5 SEWER U4, P.R. SPIKE IN P.P. ro 11,75 611 Water Line .... w `--,-ap. 0.4603 FVC 9 0.40% C-ZXV. lffl.74,� UGT w w VX M ut�l -- UGT -'RK NAIL IN PAVING 9,10 0 6 N=n6763,742 IL ROM 66LF OF 8 �11PE E=10�4qpaq 0 SS PPE ELEV. S.C5W&D 1988 C.P. 1909600 10 PK NAIL IN PAVING ♦ r WOOr, W, V. 2'A - - - 4ro IGN VL N-726840.419 40'*' &� E=100772-410 6- 0 ELEV. 6.91 NAVD 1988 < N TED rl A BENCHMARK NtPTLEV &09 NAVD 19W 0 < 7d _..f' 0 0. ED A CAROL e0GE &0 0 0. .0008 -115-000 J. BRADFORD BAUGH 0 PIN 4-OW8 -15-001 EXISTING �Kl 0 RESIDENCE tv c- 5iJNOTE: Hor rua REMOVE AND REPLACE CONTRACTOR SHALL INSTALL SANITARY SEWER WOOD f� LATERALS TO CONNECT TO EXISTING LATERALS OF .11 DECK ASPHALT PAVEMENT BOTH RESIDENCES. FlLL 24,3:iLF PIPE WITH FLOWABLI 7.21 SANITARY LL AND ABANDON E)MNG---,, MANHOLE No. 3 INTRE- P,�,m SEWER LINE *7 �b TOP 10.84 I.E. -2.29 0 ILLiP E. 6 EARAD. f �AKER C7' WOOD ,.t55 qp*pi' PIN -4" -15-002 PENCE EXIS TING r 95 . . . . . A, OHP RESIDENCE (0 vv.ml 0 7• 0 0 Z 213 C.P. #9604 ♦ 0ybWOODSPK NAIL IN PAVING Q,r R, to N=726700,574 A ELEV. 777 NAVD 1888 178 LF. 8* 00-43% 12 ,AN kA AR PLANTED AREA I LAkreDl A EA p C.P. #9601 PK NAIL IN PAVING N=726660.467 C-1063920 76,1 PLUG EXI (MG 8*ELEV.10,el NAVD 1988 LINE -A 7E AREA SANffmy BENCHMARK 0 MANHOLE No. 4 NAIL IN P.P. TOP = 10.31 ELEV. 1144 NAVD IMB 24 LF. 8* 11 I.E. = -1.53 0 0.40% CONCRETE S /9 '.4 A . W.. 510f WALK 10.6 ro SAN, M.H."sl PIC 1 f TOP 0,83 LANTED E. 2, 11 9A M, H, AREA T 119,30 EXISTING SANITARY RWVE 24LF. OF EXISTING I, N1.43 MMHOE No. 5 PLAN 8" SANITARY SUM MVrrf PIPE I TOP 10.30 SCALE: 111 =201 LE -1.43 1 7 GRAPHIC SCALE f«.41 G' le IV 4(f 51Y 1#70'5 STORM TOP 10.58 w W • 4 Design Professionai cert. #8750 S cl CD ui LLI Lu Lu 03 z uj aJ -j Z LJ CO co Z C) xg 0 LLJ us cr.) cr.) 0" 0 DOW= MAW iff KDH DATE: NOVEMBER 2009 JOB NO. 109199681 SCALE: AS SHOWN 0 uj u Z0 z j 0 Ila .1w > ac w w z Lu Lo z Z w Lu Ly Lu 0 1 DRAWING NUYSER 03 NOTE: ALL LELEVATIONS ARE NAVD 1988. Of 05 - Sri:_wJ:esSY CHATHAM AVENUE TO LS. #2 SKEWER (LINE REL[ AT1E' N TYBEE ISLANDGEORGIA � rn REVISIONS: Bell a �y HUSSEY, GAY, BELL a DEYOUNG, INC.FOR CONSULTING ENGINEERS POST OFFICE BOX 14247 820 COMMERCIAL DRIVE (8'1 )��� GEORGIA T& (90 $84-4828 me-1247 )Vbdoom FAX (90 3U -W64 ,��• ��#�, `� �f��!AL e�lpit" P'= :GP �. W :3 k �SAVANNAK SEWER LINE PROFILE - Sri:_wJ:esSY c.� 111 r*e%n r'nr% %1t%k 1 T 1'%r r%1 L 1 M IT A T1f%K I ftfla ITT' ^g K If%'rrC 1. NARRATIVE: THE PROJECT IS SEWER IMPROVEMENTS TO SERVE EXISTING DEVELOPMENT ALONG INLET AVENUE AND 17TH STREET, TYBEE ISLAND, GEORGIA. 2. OWNER: CITY OF TYBEE ISLAND P.O. BOX 2749 923 BAY STREET TYBEE ISLAND, GEORGIA, 31328 3. 24 HOUR LOCAL CONTACT: MR. MARK WILLIAMS 912-844-8409 NOTE: TOTAL DISTURBED AREA = 2400 SF OR 0.06 ACRE 4. SOIL TYPE. Cuc - Chipley-Urban Land complex 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL & WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA". 6. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION EXIT SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. 7. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 8. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY! 9. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 10. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY! 11. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 12. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 13. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 14. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 15. ANY DISTURBED AREAS LEFT EXPOSED FOR A PERIOD GREATER THAN 45 DAYS SHALL BE STABILIZED WITH AN APPROVED TEMPORARY SEEDING. 16. ALL DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING.'° 17. ALL SLOPES IN EXCESS OF 3% SHALL BE MULCHED AS WELL AS SEEDED. 18. LAND DISTURBING ACMVITY IS PROPOSED WITHIN 25' OF BANK OF STATE WATERS. 19. VEGETATIVE METHODS A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE BELOW FOR AN OUTLINE FOR THE ESTABLISHMENT OF THE VEGETATE COVER. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO INDENTIFY AREAS REQUIRING REESTABLISHMENT OF GRASS LIME RATE: 1 TO 2 TONS/ACRE. FERTILIZER: 1500 LBS. OF 6-12-12 PER ACRE. 20. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, DRY SMALL GRAIN STRAW APPLIED AT A RATE 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE: CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND TO ACCOMPLISH NO LESS THAN 75% GROUND COVER, MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY MIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 22. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL. BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. TYPE B BACKFILL (SEE SPECIFICATIONS) -TAMPED BACKFILL MATERIAL 12" LAYERS TO GRACIE, 95% COMPACTION NOT f0 SCALE 1 1/2- ASPHALT CONC. TYPE "F- 6"-5,000 P.S.I. CONCRETE H.E.S. 8 BAG MIX V . ///SMV//X111 t, 111• IG 9" MIN_ \ BENCH\ NEW PIPE NOTE: 1. ALL LATERAL STREET CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO REMAIN IN PLACE UNTIL THE CONCRETE BASE HAS GAINED 5UFFiCIMT STRENGTHTO WITHSTAND TRAFFIC LOADS (24 HOUR MINIMUM). TENTATIVE ACTIVITY SCHEDULE ACTIVITY BEGIN COMPLETE INITIAL. BACKFILL USE CLASS I, iI OR III = MATERIALS. COMPACT MATERIALS TO 90% _ W I` OF STANDARDS PROCTOR DENSITY, IN 6" MAK. LIF fS• CLASS I ONLY TO 8E USED MAR 30, 2010 WITH APPROVAL OF CITY/ENGINEER. OCT 30, 2009 MAR 30, 2010 w HAUNCHING: USE CLASS I MATERIAL_ TO SPRING LINT= " OF PIPE, 90% COMPACTION UNDER WET CONDITIONS. APR 2010 USE CLASS II MATERIAL TO SPRING LINE, 90% COMPACTION UNDER DRY CONDITIONS. WORK AROUND _ PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. =1 I I i i I^ 11-1 I 11 40 Lbs, 10 Lbs. BEDDING; USE GLASS i (WET CONDITIONS) OR O.D. -I- 24" CLASS II (DRY CONDITIONS) MATERIAL, COMPACTED TO 95% OF STANDARD PROCTOR DENSITY, 6" COMPACTED THICKNESS. SERICEA LESPMM NOTE: CLASS I, It & III MATERIALS ARE 30 Lbs. DEFINED IN ASTM D-2321 MD IN ANNUAL LESPEDEZA 2 SPECIFTGAT'ION SECTION 02221 STANDARD PIPE BEDDING B BACKFILL FOR PVC FORCE FAIN, GRAVITY SEWER AND WATER MAIN..... NOT f0 SCALE 1 1/2- ASPHALT CONC. TYPE "F- 6"-5,000 P.S.I. CONCRETE H.E.S. 8 BAG MIX V . ///SMV//X111 t, 111• IG 9" MIN_ \ BENCH\ NEW PIPE NOTE: 1. ALL LATERAL STREET CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO REMAIN IN PLACE UNTIL THE CONCRETE BASE HAS GAINED 5UFFiCIMT STRENGTHTO WITHSTAND TRAFFIC LOADS (24 HOUR MINIMUM). TENTATIVE ACTIVITY SCHEDULE ACTIVITY BEGIN COMPLETE INSTALLATION OF SEDIMENT CONTROL OCT 15, 2009 OCT 30, 2009 MAINTENANCE OF SEDIMENT CONTROL OCT 15, 2009 MAR 30, 2010 GRADING AND UTILITY INSTALLATION OCT 30, 2009 MAR 30, 2010 GRASSING MAR 2010 APR 2010 REMOVE SEDIMENT CONTROL APR 2010 APR 2010 THE ABOVE SCHEDULE IS TENTATIVE AND MAY BE MODIFIED DUE TO CONSTRUCTION DELAYS. CUT TO STRAIGHT EDGE r- EXIST. ASPHALT PAVEMENT 100% COMPACTION OF BACKFILL (MIN.) A.S.T.M. D-698 2. LONMDINAL CUTS EXCEEDING 150 FT. IN LENGTH, THE CONCRETE IN TRENCH WILL BE BROUGHT FLUSH WITH THE EXISTING PAYMENT_ THE EXIST. PAVING WILL BE SAW CUT TO A STRNGHT EDGE AND THE ENTIRE WIDTH OF ROADWAY RESURFACED WITH A MINIMUM OF 1" OF TYPE *C*ASPHALT TOPPING OR SURFACE COURSE BITUMINOUS PAVEMENT REPLACEMENT N.T.S. SET COVERS FLUSH IN PAVED COURSES OF BRICK (MIN.) AREAS AND 3 ABOVE GROUND AT ELEVATIONS IN UNPAVED AREAS.---, F, ICY FRAMES BEDDED - : 0 IN MORTAR PRE -PRIMED a ' PLASTIC _ JOINT FILLER a a _ e a 24" WRAPPER .a (REMOVE) °.. VARIES a � 5" WW. a n 'A OUTSIDE COMPLETED JOINT WITH a k SQUEEZE OUT 16' TYP_ • a' _4 'a.•a . AS REQ'D SEE JOINT DETAIL s 4,-0" a I0NNT MAL (TYPICAL) DIAMETER e. •a • h• CONC. FILL BENCHING 12" VARIES 6" MI e 8 MIN. m a. -aa • --o - a Via' • a' d e '`•• • o- BARS V9" COMPACTED SUBGRADE IF NO WATER ENCOUNTERED, 9" OF CONPACTED CRUSHED ROCK IF WATER ENCOUNTERED. SQUARE CAST -€N -PLACE ROUND PRECAST CONCRETE BASE CONCRETE BASE NOTES - 1 - OTES:1- THIS DETAIL IS FOR 4'-O" (INSIDE DIAMETER) MANHOLE UP TO 12' DEEP, 2, PRECAST REINFORCED CONCRETE TOPS, RISERS, BASES AND REBARS SHALL CONFORM TO LATEST ASTM C--478 STD, SPECIFICATIONS. 3. INTERIOR AND CEILING OF MANHOLE SHALL BE COATED IN ACCORDANCE WITH SECTION 02555 OF CITY OF SAVANNAH STD. SPECIFICATIONS. 4. MANUFACTURER CERTIFICATION THAT MANHOLE MEETS ASTM SPECIFICATION SHALL BE SUBMITTED TO CITY OF SAVANNAH. 5. STEPS TO BE INSTALLED IN A VERTICAL ROW ON 16" CENTERS. STEPS TO BE COPOLYMER POLYPROPYLENE WITH 1/2" GRADE 60 STEEL REINFORCEMENT. STANDARD PRECAST CONCRETE MANHOLE NTS 6' SILT SCREEN TO BE 22" WIDE PERVIOUS SYNTHETIC WOVEN ' FILTER FABRIC WITH BOTTOM I 40-60 BURIED BENEATH GROUND OVERLAP 18" AT JOINTS AND SEW TOGETHER , ti It iii � _ •-""'",�� 2" x 2" x 3' WOODEN POSTS BURIED 18" DEEP, 6' O.C. ATTACH FABRIC AT POSTS WITH STAPLES OR WIRE I �I PROVIDE SLIGHT EARTH BERM ON �j FLOW SIDE TO SECURE FABRIC TEMPORARY SEDIMENT BARRIER SILT FENCE N.T.S. VEGETATIVE COVERS F MONTH G TEMPORARY GRASS DS RATA NERC MIX PERMANENT GRASS DSJ� SALONERE MIX Oak 1,5"X1.5„ Steel 1.316./ft. min. Type B 3' Soft wood 2"dia. or 2X2 Oak 1"X1„ Steel 75Ib./ft. min. JANUAiTY RYEGRASS 40 Lbs, 10 Lbs. BERMUDA (UNI•RlLLED) 10 Lbs. 8 Lbs. : t, SERICEA LESPMM 75 Lbs_ 30 Lbs. ANNUAL LESPEDEZA 2 40 Lbs. 10 Lbs. SAME AS ABOVE FEBRUARY 2 x 3' SPACM RYE 3 bu (168 Lbs.) .5 bu (28 Lbs.) MADENCANE 3 WEEPING LOVEGRASS 4 Lbs. 2 Lbs. BAHIA 60 Lbs. 30 Lbs. CEN"MEOf BLOCK SOD ONLY MARCH BERMUDA (HULLED) 10 Lbs. 10 Lbs. WEEPRIG LOVEGRASS, SERICF'A LEgEDEZA 2 PANEV?ASS 20 Lbs. 5 Lbs. WEEPING LOVEGRASS SWITCHGRAS'a 3I 40 Lbs. AP. SUDAN GRASS 60 ft SERICFA LESPEDEZA BROWN TOP MILLET 40 Lbs. 10 Lbs. BERMUDA (HULLED), CEMIPEDE SOD, PANCGM KRMUDA (HULLED), WEEPING LOVEMSS MAY SAME AS AM SAVE AS ABM SAME AS ABOVE BAHIk CE ffME Std?, SWITCHGRASS, SEIZIM LESPMM 1,2 JUNE WN GRASS OR BROWN TOP 60 Lbs. CENTILE RM SOD ONLY MILLET 40 Lbs. 10 Lbs. BERMLDA (HULLED) 10 Lbs. JULY SAME AS ALIVE S4C AS ABOVE SAME AS ABOVE SAME AS ABX SAME AS ANNIE Sly AS ABOVE AUGUST SANE AS ABOVE SAME AS ABOVE SAME AS ABOVE SMEA LEMMA 2 75 Lbs. 30 Lbs. SE"151BER RYEGRASS OATS 4 bu (128 Lbs.) .5 bu SAME AS ABOVE SAME AS ABOVE SAME AS ABOV£ OCTOBER RYEGRASS,0AMRYE SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE *IEAT 3 bu (180 Lbs.) .5 bu N aSER SAME AS ABOVE SAME AS ABOVE SAME AS ABX BERMUDA (UNHULLM) 10 Lbs. 8 Lbs- DECEMBB SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE BERM.A}A (LII+II.IULLED) 10 Lbs. 6 Lbs, 1. SEED SHOULD BE SCARIFIED (HULL PENETRATION) 2. INOCULATE SEED 3. USE ON WET SITES MINIMUM LENGTH POST SIZE TYKE OF POST SIZE OF POST Type A 4' Soft wood 3" dia. or 2X4 Oak 1,5"X1.5„ Steel 1.316./ft. min. Type B 3' Soft wood 2"dia. or 2X2 Oak 1"X1„ Steel 75Ib./ft. min. Type C 4' Steel 1.31b./ft. min. FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES/POS Wire Staples 17 min. 3/4" Wide 1/2" Long 5 mire. GAUGE LENGTH !BUTTON NAIL/POST HEADS Nails 14 min. 1" 3/4" 4 min. 22" D.O.T. APPROVED FABRIC SIDE VIEW 6' MAX. O.C. TEMPORARY SILT FENCE DETAIL NOTE: OVMUP 18' AT FABRC JOINTS FRONT VIEW Sd EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND -DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE INSTALLED IF DEEMED NECESSARY BY ONSITE INSPECTION. 5 _ t \ ` ,'. r"^�..Y "ti,. ! r'•�.. j ) i�,�l ,�.{ ice- j=am„ ,l' 4�� '^-• ( • ! i�-� \ \ ffy O i �i ^"rte ?t f` -•.I f r� Jam/ r f� i ! :�„•,� 1 _°`"� � �'`, f ; �'�"^,rw`•-",�.r � `'`-".. `•,r-�� }��j ^"� •- W� �I jam` ..,. f _ r f � s r � T y � -.��` ? � �`•`"„e f '�'" j^ I `..' I ••.,3_ f _ `r'r.� `' '�.._f'"�%��+ f`�J 7 "'+�..� _ i y`,.�. sr �'^� r ��j`^",.�{ •.,,,,._�• �" 'a...� „�^^4.„ i[ �"^ �, -mac "t ''"•-� ! 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