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Home My WebLink About20191283 Ver 1_BirchCreekLS-BufferExhibit_20200127CONTRACT SHEET 1 OF 13 E 0 T J 0 Ln 0 N O N co Y J N a 0 _o n CO 0 N 0 N co \ a a� a a U cn 0 ch U z I ch D Q U Q Y Q w J ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Drive, Suite 101 Greensboro, North Carolina 27409 City of Greensboro Water Resources Department Birch Creek Lift Station Abandonment CITY OF GREENSBORO MELVING MUNICIPAL OFFICE BUILDING (MMOB) 300 W. WASHINGTON ST. GREENSBORO, NC 27401 Piedmont Heights 22t CITY OF GREENSBORO WATER RESOURCES DEPT. 2602 S. ELM-EUGENE ST. GREENSBORO, NC 27406 rK.-0 WATER --- L.F. X $1.50 = $ 0.00 SEWER (16") 670 L.F. X $1.50 = $ 0.00 SEWER (12") 3475 L.F. X $1.50 = $ 0.00 ROADWAY --- L.F. X $1.50 = $ 0.00 TOTAL......................................................................... $ .............. ❑ ROADWAY TO BE PRIVATELY INSPECTED DATE FEE (S) RECEIVED BY CITY OF GREENSBORO .................. Design & Consultancy ARCADIS for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 I Phase I I Contract Project P05964-07 100 0 Yo Submittal 0#0Jw%;4w . 1% 1 �r I r mamas White Oak MCLeansville PROJECT LOCATION �ai�I►1t1iTi r= 61 0 �'rL pC lr w reen sbo ro A 4/r tir 74 - F 00- �+C�Tr`fir►ti L*� � I .0e van alia G 421 we 80?1"191o�n ,,0%pg10n Rd r� r � Whib4! t Or onnq4l Rd M~ A•� ?Xk!fs Mia 4 %AVO"� � � r `~ Forest oaks 3 - Vicinity Map Scale: 1"=6000'+ � o o E C� Q a CONSTRUCTION INSPECTION REQUIRED FOR 16, AND 12" SANITARY SEWER. CALL 336— 373— 2377 TO SCHEDULE AN INSPECTION. z SEAL 's 's 036233 i SEAL NOT VALID UNLESS SIGNED AND DATED COG Water R es 0 t —373-2033 GOOT Traffi —373-2606 COG/Guilfor —373-2084 COG Water S —373-5855 Tanks/Tre GOOT Stor.Wa —373-2569 c a) c 70 c ca Q J a) a) U ML W X X O N U M 0 MN u INDEX TO CONTRACT DRAWINGS CONTRACT SHEET 9 OF 1 '1 N Ln N N E O N O N 00 N O 0 a 0 0 0 U Cn SHEET INDEX MAP 1" = 600' SHEET NO G1 G2 G3 C1 C2 C3 C4 C5 MD1 MD2 M D3 MD4 M D5 LEGEND SHEET NUMBER AREA OF SHEET COVERAGE DESCRIPTION SENSITIVE INFORMATION - COVER Not to be copied or ut the distributedwritten - INDEX TO CONTRACT DRAWINGS AND SHEET INDEX MAP express written permisslon permission - ABBREVIATIONS AND SYMBOLS/LEGEND of the City of Greensboro, - BIRCH CREEK LIFT STATION - PLAN AND PROFILE - STA 51 +02.31 TO 61 +00 - BIRCH CREEK LIFT STATION - PLAN AND PROFILE - STA 61 +00 TO 71 +50 kI&IR - BIRCH CREEK LIFT STATION - PLAN AND PROFILE - STA 71+50 TO 82+50 - BIRCH CREEK LIFT STATION - PLAN AND PROFILE - STA 82+50 TO 92+46.67 Know what's below. - BIRCH CREEK LIFT STATION - ABANDONMENT Call before you dig. - MISCELLANEOUS DETAILS - 1 - MISCELLANEOUS COG DETAILS - 2 CIiyof Loc 99 ground SI " GSU MISCELLANEOUS COG DETAILS - 3 COG Water R es -373-2033 COOT Traf 36-373-2 COG/Guilfar 6-373-208484 - MISCELLANEOUS COG DETAILS - 4 COG Wate S -373-5855 Tanks/ e GOOT Sto a -373-2569 - EROSION CONTROL DETAILS -1 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL SEAL i 036233 i �nnnu�� SEAL NOT VALID UNLESS SIGNED AND DATED AARCADIS ARCADIS GO of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Design & Consultancy for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 ROADWAY DESIGNED BY JLM SEWER 201-- CONST. SURVEY BY WATER CHECKED BY DAH CITY OF GREENSBORO ENGINEERING DIVISION K- BIRCH CREEK LIFT STATION ABANDONMENT 1. SHEET NO. G2 OF 3 CONTRACT SHEET OF 1 'I M C� T 0 J �o 0 N O N c Y 0 a� J 0 0 0 6= co E O N O co 0 0 0 a� 0 ai 0 0 ca 3 0 Ki ca I N 1 O O w w U of m I 0 O i 0 of a_ / 0 a U U i7 0 O V) U Z I U) D Q U a Y a w J U) D ABBREVIATIONS CITY OF GREENSBORO STANDARD DETAILS ABANDONED ABAND NUMBER #, NO ASBESTOS CEMENT AC OUTSIDE DIAMETER OD NO DESCRIPTION ASPHALT ASPH OVERFLOW OF BACK OF CURB BC PAGE PG COG STD 101 HOUSE CONNECTION AND HYDRANT SETTINGS DETAIL BACKFLOW PREVENTER BFP PK NAIL PK BASE LINE BL PLACES BOOK P B S COG STD 120 GATE FOR RIGHT—OF—WAY ACCESS BASEMENT BSMT BEARING BRG POLYVINYL CHLORIDE PVC BEST MANAGEMENT PRACTICES BMP POUNDS PER SQUARE INCH PPSI COG STD 200/201 STANDARD 4' I.D. AND 5' I.D. ECCENTRIC PRECAST BOTTOM COT PRESTRESSED CONCRETE PS CONIC CONCRETE SANITARY MANHOLE WITH EXPANDED CENTER LINE CL PROPERTY LINE PL BASE CENTER TO CENTER CPIEDMONT TRIAD AIRPORT AUTHORITY PTAA CITY OF GREENSBORO COOGG QUANTITY QTY COG STD 20OA/201 A BOTTOMLESS MANHOLE BUILT OVER EXISTING SEWER CLEANOUT CO REINFORCE (D) (ING) (MENT) REINF CLEAR CLR REINFORCED CONCRETE RCONC COG STD 205 STANDARD MANHOLE RING AND COVER CONCRETE CREINFORCED CONCRETE PIPE RCP CONTROL DENSITY FILL CDF REQUIRED REQD COG STD 205—B STANDARD WATERTIGHT MANHOLE RING AND COVER CORRUGATED METAL PIPE CMRESTRAINED JOINT PIPE P RJP CROSS SECTION X SECT RIGHT OF WAY R/ W COG STD 206 STANDARD MANHOLE STEP FOR PRECAST CONCRETE CURB INLET CI SANITARY SAN MANHOLE DEED BOOK D.B. SEWER SWR DEMOLITION DEMO SOIL BORINGS BORE COG STD 207 STANDARD TRENCH BEDDINGS FOR CIRCULAR PIPE DETAIL DET SQUARE FOOT SQ FT DIAMETER DIA SQUARE YARD SQ YD COG STD 209 STANDARD 6' I.D.. ECCENTRIC PRECAST CONCRETE DRAIN DR STANDARD STD SANITARY MANHOLE WITH MONOLITHIC BOTTOM DUCTILE IRON DI STAINLESS STEEL SST EASEMENT ESMT STATION STA COG STD 210 STANDARD BRICK MASONRY PIPE PLUG EACH EA STONE STN EDGE OF PAVEMENT EP STORM STM COG STD 212 STANDARD ECCENTRIC PRECAST CONCRETE ELECTRIC (AL) ELEC TAX MAP NUMBER TMN SANITARY MANHOLE WITH EXPANDED BASE (VENTED ELEVATION EL TELEPHONE TELE MANHOLE DETAIL) — MODIFIED ENGINEER ENGR TEMPORARY BENCH MARK TBM EXISTING EX, EXIST TEMPORARY CONSTRUCTION EASEMENT TCE COG STD 213 STANDARD TEMPORARY CREEK CROSSING DURING FIBERGLASS REINFORCED TEMPORARY SEDIMENT TRAP TST CONSTRUCTION POLYMER MORTAR FRPM TEST BORING—XX (E.G. TB-1) TB—XX FORCE MAIN FM THICKNESS THK COG STD 214 STANDARD PERMANENT CREEK STABILIZATION WITH FOUNDATION FND TO BE ABANDONED TBA MAINTENANCE CROSSING GREENSBORO DEPT. OF TO BE REMOVED TBR TRANSPORTATION GDOT TYP COG STD 215 STANDARD TEMPORARY STONE DITCH CHECK GRAD (E) (ING) THE CAL GR GROUND GND UNDERGROUND UND COG STD 216 SILT FENCE DETAIL HEADWALL HDWL UNLESS OTHERWISE NOTED UON HORIZONTAL HORIZ UNNAMED TRIBUTARY UT COG STD 217 TEMPORARY CONSTRUCTION ENTRANCE DETAIL (CITY INSIDE DIAMETER ID VALVE BOX VB REQUIREMENTS) INVERT INV VERTICAL VERT IRON PIPE IP VITRIFIED CLAY PIPE VCP LINEAR LIN WATER MAIN WM COG STD 217—A TEMPORARY CONSTRUCTION ENTRANCE DETAIL LINEAR FOOT LF WATER RECLAMATION FACILITY WRF (STATE REQUIREMENTS) MANHOLE MH WATER SURFACE ELEVATION WSE MAXIMUM MAX COG STD 218 TEMPORARY EARTH BERM FOR CLEAN WATER MECHANICAL JOINT MJ DIVERSION MINIMUM MIN MONUMENT MON COG STD 219 STANDARD ANTI —SEEP PIPE COLLAR FOR SEWER LINES COG STD 223 WATTLE WITH POLYACRYLAMIDE (PAM) COG STD 422 STANDARD PIPE OUTLET EROSION CONTROL DEVICE GENERAL CONSTRUCTION NOTES 1. UTILITY TRENCH IS TO BE BACKFILLED WITH DIGABLE, FLOWABLE FILL BENEATH EXISTING UTILITIES THAT ARE EXPOSED WITHIN THE PROPOSED SEWER TRENCH. 2. ALL CONSTRUCTION TO COG/NCDEQ STD. 3. KEEP ROADS CLEAN THROUGHOUT THE DURATION OF THE PROJECT. AT MINIMUM ROADS SHOULD BE CLEANED AT THE END OF EACH WORK DAY. NON -CITY OF GREENSBORO STANDARD DETAILS 4. GRAVITY SEWER MATERIAL SHALL BE EITHER DUCTILE IRON PIPE (DIP), GLASS REINFORCED PLASTIC (GRPP) OR SANITITE PIPE (PE) AS SHOWN. NO DESCRIPTION 5. SOIL BORINGS 131 THRU B-2, HA-5 THRU HA-40 WHERE OBTAINED FROM S&ME SOIL INVESTIGATION REPORT DATED 1 /MD1 STEEL ENCASEMENT PIPE DETAIL JUNE 6 AND JULY 15, 2019. 2/MD1 SANITARY SEWER BEDDING DETAILS 6. WETLANDS BACKFILL: TOP 12—INCHES OF TRENCHES TO BE BACKFILLED WITH TOPSOIL FROM THE TRENCH PER 3/MD1 PIPE BEDDING AT STREAM CROSSING DETAIL NATIONWIDE PERMIT 12 DESCRIPTION. 4/MD5 MATTING/NETTING PLACEMENT DETAIL EXISTING FEATURES SS MANHOLES - SS SS SEWER LINE --------- STORM LINE OD STORM MANHOLE EX -FM SANITARY FORCE MAIN W WATER MAIN G GAS LINE FO FIBER OPTIC LINE TV TV CABLE LINE ® YARD INLET ❑® DROP INLET WATER METER Da WATER VALVE WATER MANHOLE WATER HYDRANT UT BURIED TELEPHONE LINE UGE UGE BURIED ELECTRICAL LINE OHE OVERHEAD ELECTRICAL LINE E% ELECTRICAL MANHOLE LIGHT/UTILITY POLE LIGHT/UTILITY POLE w/ GUY GUY WIRE (AERIAL) ELECTRICAL TRANSFORMER ELECTRICAL BOX ELECTRICAL CAN NAVIGATION LIGHT �- SIGN X X FENCE LINE 0 E.I.P. (EXISTING IRON PIPE) RW PROPERTY LINE / R/W PROPERTY LINE ACCORDING TO DEED (NOT SURVEYED) WL13 WETLANDS BOUNDARY PUE PUBLIC UTILITY EASEMENT 1+00 2+00 BASE LINE & STATION HEDGE ROW TREE LINE TREE fl SHRUB (PAPAS GRASS, NADINA, ETC.) DITCHES HEADWALL, CULVERT OR BRIDGE ENCASEMENT PIPE - - - EDGE OF PAVEMENT EDGE OF STONE DRIVE CENTER OF CHANNEL GUARD RAIL 600 CONTOUR MULCHED AREA BOUNDARY ATEMPORARY BENCHMARK RIP RAP CONTROL POINT O I EXISTING POTABLE WATER WELL & CLEARANCES PROPOSED FEATURES GRAVITY SEWER/MH PIPE PLUG (COG STD 210) --------I STEEL ENCASEMENT PIPE BORE LAUNCHING PIT ':.``M BORE RECEIVING PIT I'< C& (SILT FENCE) STONE OUTLET (COG STD 216) °o00 0000°00o0 000000000000 00 0 0° 000°0 0 00 0° 0on -0 0 0o TEMPORARY CONSTRUCTION ENTRANCE (COG STD 217 & 217A) O 00 0 O0 O0o 00 0°� 00� 04 OOp 00 1 STONE DITCH CHECK (COG STD 215) Q TEST HOLE (HAND AUGER) SOIL BORING TCE TEMPORARY CONSTRUCTION EASEMENT LOD LOD LIMITS OF DISTURBANCE TEMPORARY SAFETY FENCE PERMANENT EASEMENT (P.E.) SF SF SILT FENCE (COG STD 216) ITEM TO BE REMOVED TREE TO BE REMOVED TP TP TP TREE PROTECTION FENCE STRAW FIBER WATTLE 0 OUTLET PROTECTION MATTING STRAW BALES STRUCTURE TO BE REMOVED ENCASEMENT PIPE IN PROFILE TEMPORARY SEDIMENT CONTROL LOG COG STD 450 FLOODWAY FLOODWAY SFHA 0.1 % ANNUAL CHANCE F-SFHA 0.2% ANNUAL CHANCE WETLANDS SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. City of e9 round Loc s I uests COG Water R es i-373-2569 -373-2033 GOOT Traffi -373-2606 COG/Guilfor -373-2084 COG Wate S -373-5855 Tanks/ e GOOT Sto a NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL CARO*"'Ie, I Q l •: SEAL i 036233 i ��'•.4CINEE�••'��•��: I4� I/I11111111 SEAL NOT VALID UNLESS SIGNED AND DATED AARCADIS Design & Consultancy for natural and fo iIt natur l REVISIONS TYPE ROADWAY CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK 11P7 STATION ABANDONMENT ABBREVIATIONS AND SYMBOLS LEGEND K- SHEET NO. DESIGNED BY JLM SEWER 201-- CONST . SURVEY BY — ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Tel: 336-292-2271 www.arcadis.com License No. C-1869 WATER CHECKED BY DAH G3 OF 3 SIDEWALK SCALE: NONE D U T O J 0 LH 0 N O N Y 0 J ai 0 0 0 o_ iv E 0 N 0 N iv a 0 a a� 0 a� 0 Un c� 0 I N I 0 0 / w w c� ry m I 0 0 0 ry 0 / 0 Q U Q / i7 0 0 U z I D Q U Y Q W J N D ZoNe62 6.5 �s ZONE oo0p d /I y 00 > INV.631.24 ✓ ` \ \ _ OUT TRUSTEE�\ NE STA 57+42 \ is a , \ \\ /� �Mc N VILLLE, NCB 1 �F \\ \ZO 2 STREAM ROSSIN� I MH 55 \ TE SILT F N E _ z (S 4 A-52`f97.58 \ \ ;�w K COe STD 2 TEMP OUR 6¢ �LdER S — D11TOP AD1Ai L��¢9 9 � U T 42_ _ CO LAf3::� W S N CE (iH TL \— �d h� / 00 �o C / 0.0' P. _ F t A\UNQHIN P T� \ \\ - o d /a �g �F / �— �� @ ?� �� \SST4_58+51 \ 6 1 \ \ \ \ \ STA-52+68 I STA 54+62 S 5� - - — — ,1 / BEM 12 HD �� ✓ �� 5� 1 j E� TEMP 12 HDPE -TEMP 12 E� � —ONE 1— / C �— \ —i �� \ ��r ETLZONA I I •�• \ / / \ E 1 NETLAND �� \\ _' \'. \ � \ \ \ O WEIR V?ME 5 ZONE �F- — 0 f \\ � / \ ` — \ \ \ /7�� 1_ ZONES I \ TB l \ 1 r 33 ^^"+�E� — 161' \ f '.;o;: � � — � De,r e V\eta ion ORE 82 _ g O \ b'C'� � S 1 1 \\ 0 l _ DO 7 s f D LE O:•-- — rn P E /2 .\ — 7 X 2 0.. N _ T—/ _S - E 9 - B- � 1 lNE � k — R D _ N I E Q — _ 6 N STA 53+11 � - s \ 0 G ` WETLANDS.Tu\ _ —�� 7/ \ \ \ `F) vJ L /LLj Lt Z� ` 42 W17 / :•.ys.: :.�•:::::: en e etat on ��\ \ SFd \ \ �� -1—� — — — f AILLOUT LIV4 RUST; / WETiLAN � 2Q,Q P, J\� \ \ \ 1 � 3 .lJ P. N \ STA 1+22S CAILLOUT T USTEE �LI o �\ \ STREAM CROSSING 11 McCAILLO I LL „NC R �� 4 W17 - - - - \\ \\ \ \ \� \ 10\LF 4' EL 2� J = CLE - ATER DIVERSION` o \ 1 \ E 1 \ J �\ STA8 ` \ \ / 1 E CA EM N PPE �\ - ooF T e TEMP-DUAL-3f"CULVE � CEL# 1 �482. ` //` ��' �°\\ TI-S C L A 1 .� 1 I V) . s" s) �' � \ �, 54+69 0 \ \ � , �, D�B6207P 9189 F 4 I COG STD 218 (TYP) —\ TEEMP "�HDPE �\ CO Sl \/ (MIS 25� 1 A�L'N/ \ \ U � �- � / R L , — / _ � � � �2 \ F— \ SAN\ -M�i \� ANI MH , 8 I 1 I I Q SAN MH \54 jo x \ I \ \ 28 _ — — / l \ \ �o \ STA �57� 2 s\� % TA 5$+ 7.74 \ STA 51+0 .3b� \ \\ �, _ _ _ — _ _ _ / \ \ n tiF \ \\ \ v� % I °' J ) I / Sly e _ \ f �l \\� i ('�Y �TFIS)�tis�b� — \ SAN MH 56 \ °ti /� G�MIi:oN TRUCTION \ CONTRACT SHEET 4 of 13 SENSITIVE INFORMATION •� Not to be copied or distributed without the express written permission of the City of Greensboro. 1 \\ , \ \ \ \ s�� yHAS — / / ys STA 56+33.40 1\\\� \\ I I I / I // I ® Zone 1 Exempt Dense Veget'atioh — �� _ i/ \✓ \ I �-\\\� \ \ f\ 012 / I Zone 1 Allowable I J R� \ I \ � � 1 15.0' T.C.E. 00 C4 — I \ 6. �<" \ \ , \ \ zone 2 Exempt / '4/ o I I \� \ \ -0\ \ \\\\ y\ \ Zone 2 Allowable V \ \ o TEMPO ARY C STRUC / �/ \ \ \ \ \ \ \ Permanent Maintenance Corridor o 000 -ENTRAN E CO sT — \ I \ \ % �, \ \� \\\ \ \ \ \\ (1 Oft) IF GRPP OR PE, SEE NOTE 1 650 640 630 620 615 50+50 0' MIN. 8 ' MIN. 21 ' IN. J PIPE R PIPE R PI E I 0 N 0 N N N / 0 0 ao m 0 0 to N a / N N 0 0 I 0I I I I I I I Cc0 N N U EX T GR DE 00 O130L.110rn r0 " + .N LO / 0 0 �g Q O MV., U) N — — — \ -- E ST GRADE— — / LA N HI G — _4 _ P Pi STREAM \ / CROSSING #11 STIREA M °I� ` 10LF 2" TEL N ASM NTPI E CROS�INC f12 \ / 1• M I .2 WALL I K E S \" % ' 0 1 DIP SE E 0. 5 19 .2' Of 1 " SEVIER 00. 5% 3 z : z V. N CAM M (0 N W Z > N z N z ct W a U U W 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 Know what's below. Call before you dig. City of me rground Local, I nests COG Water R es 6-373-2033 GOOT Traffi 6-373-2606 COG/Guilfor 6-373-2084 COG Wate S -373-5855 Tanks/ e GOOT Sto a -373-2569 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 660 NOTES: 1. IF GLASS REINFORCED PLASTIC PIPE (GRPP) OR SANITITE HP PIPE IS USED. ALL GRPP AND HP PIPE SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER MAIN STANDARDS AND HYDROSTATIC TESTED TO 150 PSI. 2. STREAM CROSSING #11 TEMPORARY PUMP AROUND CREEK CROSSING (COG STD 213). 3. STREAM CROSSING #12 650 TEMPORARY PUMP AROUND CREEK CROSSING (COG STD 213). 4. CONSTRUCTION INSPECTION REQUIRED FOR 16" AND 12" SANITARY SEWER. CALL 336-373-2377 TO SCHEDULE AN INSPECTION. 0 20' 40' 80' SCALE 1"=40' - HORZ. 0 4' 8' 640 SCALE 1 "=4' - VERT. l[i��r'�I�� 111 �:�1 630 ?.Q�pF ESSIONgl�9 ''.,' 620 = SEAL 036233 i i ��'� �•'•• FNGI NEB-�:••' � �`� SEAL NOT VALID UNLESS SIGNED AND DATED 615 61 +00 PARCADIS Design & Consultancy for natural built for natural and REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK LIHI' STATION ABANDONS SANITARY SEWER PLAN AND PROFILE STA 51+02. 31 TO STA 61+00 K- SHEET NO. ROADWAY DESIGNED BY JLM SEWER 201-- CONST. SURVEY BY - ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 10 1 Greensboro, North Carolina 27409 Tel: 336-292-2271 www.arcadis.com License No. C-1869 WATER CHECKED BY DAH C1 OF 5 SIDEWALK SCALE: AS NOTED N O 0 T N 0 0 N O N Y a J N O O W LH E F_ 0 N O N 0 0 a a� 0 U CD O I N I 0 0 / w w / U ry m I O O 0 o_ / 0 Q U Q / Ci m z w w w C� w O U U N D_ Y Q W J N N D \__j se/ �ST�68+40 \ / ®/ i �B y` oa\\ ) \ \ Qens Ve tation / _ �' � � Awn --SEEP COLLAR J � �� / / � \\ CONTRACTOR TO RETURN _ _ _ _ _ _ _ / �f / A 4&ii 75\ \ SMATHERS LANE TO _ _ g / — — — / ii �- \ / / , / AMP" 1 E \ \ \ �\ \ C, I �ILIT_FENCE EXISTING CONDITION _ — SILT FENC CUTLET — / %/ //'�� \\ OUTLET / \ / /� _ / _ _ _ _ _CLOG` STD 2t� (�CP}� _ /// / — \�_ �// / / /� \ �01 \ \ \ / OyC STD 216 (TYP� Toe —_—�EM1�'fENGEj� / TOB — T�- / / ` % ,( � \ / / / � � � � �STD-�i�6-��i�-)� �/ a �' � / � / � � / /� / / ONE OG STD 216j(T ) /MA C — \ TOP CMP 652. a 1 /� MATCH / NV-1N —= Z J TEMPOI AR RA E\.\ C LIff —�/°,, �N TRUCTI O, IES S TA 6 STA s95i a f T`N"` / TH/S S 4+JcQ / TEKA ,/ �O� :'F::::jil Case Ve ati n \ -aj _ — — — — — `�� \ \ \ /� �Op / / / �1 0�� `/ /� _—SAN—MR CrTA �58 CONTRACT SHEET 5 of 13 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. I e iX.L. T6 \ \ \ / / 0 - ,. SEW R \ �F \ \ \ I i1 = j // / j j , / / j f f — �T� 0+07.54 \ \\ \ y /�C j �nj City of _ ::,\ \ \ \ \ `V Loca R1 z 53 3 f-I IP SA - - - \ - ..� L , \ . \� S \, \ \ ) Z \ \ �' ��,�5 / / /��% � / �v ge on / / / / \ rf1 c 1 I I \ / / / / \ �\ R1 — — — — — �� \ \ \\ I \ \ \ \ S N H 59 I � Z N / '� / / / / \ \ \ `/' COG water R � � � \ / / � z / / / / / \ � V GOOT Traffi \ \ \ ( \ / COG/Guilfor l I \ rn 1 �\ G Wate \ X \rOG 2 � 1 Z V' \\ /� / / , \ i' \ \ COTanks/ e \ RECE VIN IT \ �o \\ \ C \ —/ GOOT Sto \ / (16x8) �\ \ \ ro 6 .50 F I { C HIV W�EI� DI RSION / / / — J , — — \ \ \ \ \ \ ,�\ Zone 1 Exempt 1 _ 5 LF�24� TEE �1�k� 0 \ °� \ \ \ v T W).646. 2-g8\\ \ \ ` // / G SSD 21 j(VY�) /— '�' �\ �\ \E A MEN�T��IPE TI-SEEP \ \�ti \ ~ \\ \\ \ Q / > / i v`� \ / / �/� / / \ (MJ0. 0 LL CO TD 2 (� \ \ \ / r \ Zone 1 Allowable 1 Zone 2 Exempt \ \ \ \)\HIC E ) — _\ �\ iS/ ( LH/dO STIR CR ?\ SA 65 11.5P I / I/ /\ / f / / 0)C' \ \ \ \Zone 2 Allowable TE 72n C GRAVEL oA Permanent Mainte nance Corridor (1 Oft) + \ I —� �� Existing Gravel Road 7 / \ I \ \ \\\ \\ nv\\\ IN,/ \ \ \ 0L J� oo - N N IF GRPP OR PE, SEE NOTE 1 I .. U) U) e fiRmu 670 • • • 650 III IS=al0 1111I__w= WIMINM-1 • , • 0011ral G PIT MN■■■ MENN■ M■I1N■ MEN1111 MEMOS MENEM MEN■M MEMOS 3!..MN.0 m1a IN ®P pq FR a 13: 3a�+lPA v M EVS11 GTA W=MM=W 1 —I-- .:• s -373-2033 -373-2606 -373-2084 -373-5855 -373-2569 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres NOTES: 1. IF GLASS REINFORCED PLASTIC PIPE (GRPP) OR SANITITE HP PIPE IS USED. 670 ALL GRPP AND HP PIPE SHALL BE CONSTRUCTED IN ACCORDANCE WITH _ — — WATER MAIN STANDARDS AND HYDROSTATIC TESTED TO 150 PSI. 2. STREAM CROSSING #13 TEMPORARY PUMP AROUND CREEK CROSSING (COG STD 213). 3. CONSTRUCTION INSPECTION REQUIRED FOR 16" AND 12" SANITARY SEWER. CALL 336-373-2377 TO SCHEDULE AN INSPECTION. • • • 0 20' 40' 80' " SE E O 0. 2 SCALE 1"=40' — HORZ. 0 4' 8' SCALE 1 "=4' — VERT. 640 SEAL 036233 ■■■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • •• •SEAL NOT1 UNLESS SIGNED AND DATED PARCADIS Design & Consultancy REVISIONS TYPE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ROADWAY —AS—BUILT for natural and bui It assets DESIGNED • .IVISIN ■ 1 1 SURVEY BIRCH CREEK I STATION ABANDONXIENT1 SHEET1 ARA1IS G&M of •Carolina,• • 7029 •' Road, Suite 10 1 www.arcadis.com1 BY 1 Greensboro, North Carolina419 License No. i•• 1 CONTRACT SHEET 6 OF 13 rn 0 T O J 0 LH 0 N O N 00 a� Y Y J N O r) 0 n v rn LH E O N O N 00 a 0 a a� 0 ai 0 U r) U I N I O O W W / U W' M I 0 0 0 ry n / 0 Q U Q / U 0 0 U z I Q U a Y Q W J Cn N D TEMP SILT FENCE — �� COG STD21=�\� PL rOB NCE OUTLET`°��— ( Og \\\ \ T TOB TOB TOB �\ � --� �\ ° o I� \ / 99G—STDJ 216 (TYP) — ZONE 1 < 1 \ ZON Z N�1 \ \ ZONEZ� \ — \ �� / T0� �TOB F— ZONE 1 N€J1 ZONE 1��— ��— .—/ TOB — — _ r (( _ _ — _ STA 72+66 �� i / /� / `�w TLa �s zo E 2 �N _` Zo Eo.D%P.E. _ z roe ��°B . �. 10.0 . TEMP�12" HOPE Zor2 � �oNE� — ,Wo / _ ��0-2 _ —�'- 2 — — — — — — F 4 / �i` Z 2 NE 2 ZON�2 � � / � / ,� _ / l L / "N� Z1E -ZONEwt s o �TSFn ZONE oN 7-3+00 74+ +OQ/ � \ , n r 72+0 \ / 455.6::E ip vk: i i / — — — \ 80+00 81 � f/ue/� //—// A_/ _/i—/ __ _ � __�_ �9��=9=—=� _(�-�-��\-` — � \\— - -\\\� \-\ -�\�\\-1 \\1\\ \ � �✓0z 7 f , t/ -/—N-- � S/ � R -- ^ —\ — — ® T �ArnTB ....... (_ rCE TCE�T T �TCE _ ense egeati� CLEAN�WA F I� TTeT / — o / BTP TA 73+50 ANTI -SEEP -COLLAR— S/ 79+8�WAT TYP �.E. TA 78+\0 iv� HST7 �D� MTIC�Ls GZone `1J Exempt NKH SAN M2 83 \9 2(TJ Zone 1 Allowable 5+ 7+29AN�M�6STA 7+73.42 /STA 7 EARO ING /z TA -+3Z4Zone 2 Exempt I II P c Zone 2 Allowable Permanent Maintenance Corridor J .6 �y (1 Oft) .•e .o 670 650 645 71 +50 72+00 POARCADIS ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 EO IF GRPP OR PE, SEE NOTE 1 MI1J. EXIST I GRWD RID — FX /I I I I I I I I I I STREAM I I I —V--r _ ,.f i2 S014R , f'-7 I I I I I I I I I I I I I I I I I I I I Aj- I I A?I I I I I I I M °'1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I M''1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 73+00 Design & Consultancy for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 ROADWAY DESIGNED BY JLM SEWER 201_ CONST. SURVEY BY - WATER I I I I I I CHECKED BY DAH :•9, Well 670 650 645 82+00 82+50 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. a City offr_i rground Loca nests COG Water es 16-373-2033 GOOT Traffi -373-2606 COG/Guilfor -373-2084 COG Wate S -373-5855 Tanks/ e GOOT Sto a -373-2569 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres NOTES: 1. IF GLASS REINFORCED PLASTIC PIPE (GRPP) OR SANITITE HP PIPE IS USED. ALL GRPP AND HP PIPE SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER MAIN STANDARDS AND HYDROSTATIC TESTED TO 150 PSI. 2. STREAM CROSSING #14 TEMPORARY PUMP AROUND CREEK CROSSING (COG STD 213). PERMANENT CREEK STABILIZATION USING CLASS B RIP RAP, D50=8", T=18" (COG STD 214). 3. CONSTRUCTION INSPECTION REQUIRED FOR 16" AND 12" SANITARY SEWER. CALL 336-373-2377 TO SCHEDULE AN INSPECTION. 0 20' 40' 80' 00119 SCALE 1"=40' - HORZ. 0 4' 8' SCALE 1 "=4' - VERT. ire �r'V;I ".I III 111 �:�1 0111111111111 SEAL 036233 i ��'� � •••• FNG I NEB-�:••' � �`� 1 10 SEAL NOT VALID UNLESS SIGNED AND DATED CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK LIFT STATION ABANDONMENT SANITARY SEWER PLAN AND PROFILE STA 71+50 TO STA 82+50 K- SHEET NO. C3 OF 5 0 T O J LH 0 N 0 N Y 0 J 0 0 0 r E 0 N O N a 0 a a� 0 ai 0 Un c� 0 I N I O 0 w w / a- m I 0 0 / 0 a- n / 0 Q U Q / C� LL 0 0 U z I D Q U Y Q W J N D T _j \ \ \ \ TOB 5 \ Toe \\ _ = \ \` \ \ �\ \ \ y°\ \ — L'XISTING IF�H CRR —EK \ STAA3+—/� Dense b�getati\ \ \ I LION \ - ll ) \ANTI -SEEP CO \ ONE _-- — — TEMP SILT FENCE'@�kT11 \ \ \ ��\ \ = \ \ \ \ ° s� l ( T P: 1 OR-AEIND�QNMENT Toe ) NE 1 — CMG STD 216 (TYP)�013 \\\� \ \ �-REC IVIA' \ \� \ \ r C� -� \ - tipN ZONE _ jTA 84 +� 20.0' P.E. 3 ONE — \\g-g�� — / \ �� \ \ \ _ CURB U) _ E 1, TE �12" DP1= �� \ TOP. 692.1 N V ZONE 1 ✓ \ - ZON ZONE \\\ �� g i \ \ \ \� \ \\ INV IN (S E) : 9 r ---� tiGN� --1 /— ---- e? 1 \\��\ I �� \ V OUT (N): 7.1 F 0 \ 1 \\\\ �/\ M Z -- --- -- f - - �� — — —tee` \\\ f \ \ f\ �\ /\ m m ZO ZpNE 2 -� Z$I / — �\ T\ \\ J TEMP SILT2 N T \ 1N�IF-24' ,• 30.0' _.E. — �\ \ 6j) \ \EAS MENT,.�IPE - - 1 64. Z0N Z0N \ \ \ \ ( N. €. \ \ \ l \ -tN�/ OUT � � TCE TB � � \ � Z0 / � B �\� ✓ice \\\ \ � \�E). \ � Q \ NE �l Dense ege\n / STA +47 J� \ \ ��` \�\\ \ J\ �� _\ \ \ \ k a INU + S 9 `Te- °\ TEMP 12 �IQ. E \ \ \ \ �\ \ \ -i �- \ �T rush 8 %i-\ ZONE 1 \ \ \ — \ -�\ �� -� °� I �X �S P \ \ Cal STA 82+95 " — — g\��\off'\ \� \ \ ti° \ SSA2+4 . 7 \ \ CD \ -'� \ �� / i7� AN1T- EEP OLLAR-� • ( — — -� — �4L -�--�oN / Ds ePNCHING oe \ -Z-\ S / \ \ \ \ \ of -88� \ " w2o ZoNE�1 PIT (36x16) Den s4'ation / 48" R COG S� TYP — \ 2 DO \ �I Zo > e -x s \ WETLAND.S / % \ \ . Brush N S ` / /, v� 6 1. �/�/�� // ° BO E P�\ vC \�\ W1 5 �SAN MH46 \ \ r =5.0 T. \r R� 3�� _ - ZOAt 2oNF / J��'` >� N ��, / Ho ti . 5r I S�� ss \ \ STA .�+10:00 / T. SS STA-8fi+�fr \ 8g ! J /< 9� / - �7` �B 2 '6 ss 0 / �� 12 HQPE re T �� --- NF / Z�✓ �E \ ti\ o MH 1 700 .:. 670 660 82+50 —CLEAN WATER DIVERSION — \ Brus E \�� \� 0+C - 4 1 1 — - COG-SM 218 (TYr� -_ -- j — � � \ STA 87+80 TEMPP12�1[�PE \ ——ST�88+ T__ TA 89+19' —AID-SEEP COLLAR, �- \ TE HDPE \ COG STD-2t9-(TYR) \ \ � V \ \ III AI M " `7 STA 90 0. t4. IF GRPP OR PE, SEE NOTE 1 AU-) \ ° \ INV:684.7 0 0 /\ /STM M \ \/ TOP: 6 1.14 \ / INV IN (N):6U_7-4-+5= \\ / \ I1skCt--ObT \SE\ 683.44-48' TEMP C6NsTRUCTION / ENTRANCE \ \ so COG STD 217-A (TYP) MH \ \ TOP: 691.64 / R10 INV k(S):684.52 I f R2 0 \ —I-UV -&"(SEY_r, 8 4-4-8_ / T H / C \ -9�6 \ INV4 WS I ® 00 x 694. 9 \ STM MH TOP: 694.96 \ \ q INV: 68 1-48"N&W�' N 15 ' 1 AIN. 0 RJ P PE 0 o' Da ^ w c0 T + NN ICI = 00 Q� _+ O EAST 6" GAS Ui CID E ST GR D XS FO XS N - XS FO A ER I i AU14CFING PI R CL VI G PIT 0 w Z v�„ = 00 Ln 7' f12" SEWER 00.2 z:� N 00 < N a7 (D U4- a � • ��LL 156 L - 4" STEEL EN A EMEN P PE w z z Ii° I I(MINI..2 0" W LL TH CK E S) L N c0 O Z U1 zz co a J z — a J U z U W a a a J LJ j N N N Z w o a IfI I IQ w U a to 0 W N + + + 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 +00 700 670 660 93+00 CONTRACT SHEET 7 of 13 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. City of a round Loca I nests COG Water R es -373-2033 GOOT Traffi -373-2606 COG/Guilfor -373-2084 COG Wate S -373-5855 Tanks/ e GOOT Sto a -373-2569 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres NOTES: 1. IF GLASS REINFORCED PLASTIC PIPE (GRPP) OR SANITITE HP PIPE IS USED. ALL GRPP AND HP PIPE SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER MAIN STANDARDS AND HYDROSTATIC TESTED TO 150 PSI. 2. CONSTRUCTION INSPECTION REQUIRED FOR 16" AND 12" SANITARY SEWER. CALL 336-373-2377 TO SCHEDULE AN INSPECTION. 0 20' 40' 80' 00119 SCALE 1"=40' — HORZ. 0 4' 8' SCALE 1 "=4' — VERT. ire �r'V;I ".I kv, 111 V1 0111111111111 SEAL 036233 i (I % ••' SEAL NOT VALID UNLESS SIGNED AND DATED PARCADIS Design & Consultancy for natural built for natural and REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK LIHI' STATION ABANDONMENT SANITARY SEWER PLAN AND PROFILE STA 82+50 TO STA 92+46. 67 K- SHEET NO. ROADWAY DESIGNED BY JLM SEWER 201-- CONST. SURVEY BY - ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Tel: 336-292-2271 www.arcadis.com License No. C-1869 WATER CHECKED BY DAH C4 OF 5 SIDEWALK SCALE: AS NOTED Ln 0 T 0 J 0 N O N Y 0 J 0 0 0 E 0 N 0 N 0 0 a a� cn 0 Un c� 0 I N I 0 0 i w w i c� ry m I 0 0 0 ry n 0 Q U Q LL 0 0 U z I D Q U a Y Q w J Cn N D LIFT STATION DEMOLITION KEYNOTES 1. SEWER/FM - PLUG (TYP) COG STD. DETAIL 210. 2. JIB CRANE - SEE SECTION 01 11 13 3. ALUMINUM GRATING - SEE SECTION 01 11 13 4. WET WELL TOP SLAB, CONCRETE WALLS AND GUIDE RAIL BASKET, FLOATS/CONTROL WIRES - TO BE REMOVED TO A DEPTH OF 4-FEET BELOW GRADE, BACKFILLED WITH SAND AND TOP WITH SOIL. 5. EXISTING VALVE VAULT - PIPING/VALVES TO BE REMOVED. CONCRETE WALLS TO BE REMOVED TO A DEPTH OF 4-FEET BELOW GRADE, BACKFILL WITH SAND AND TOP WITH SOIL. 6. MOTORS/PUMPS, VALVES, DISCHARGE FITTINGS, AND ALL ASSOCIATED PIPING AND APPERTENANCES - TO BE REMOVED. 7. DRIVEWAY GATE - SEE SECTION 01 11 13 8. ABOVE GROUND RPZ BACKFLOW PREVENTOR IN PROTECTIVE ENCLOSURE, SERVICE WATER/WATER METER - TO BE REMOVED; PROVIDE PLUG. 9. FREEZE PROOF HOSE BIBB - TO BE REMOVED. 10. PRE-ENGINEERED BUILDING, PUMP CONTROL PANEL, DISCONNECTS, MOTOR STARTERS, 480V DISTRIBUTION PANEL, TRANSFER SWITCH, DIALOG ELITE ALARM DIALER - SEE SECTION 01 11 13. BUILDING SLAB TO REMOVED. 11. EXISTING FENCE AND GATE - SEE SECTION 01 11 13. 12. EXISTING POWER METER/POLE AND ALL ELECTRICAL WIRING AND LIGHTING - TO BE REMOVED. COORDINATE WITH DUKE POWER. 13. EXISTING SURGE VAULT - PIPING/VALVES TO BE REMOVED. CONCRETE WALLS TO BE REMOVED TO A DEPTH OF 4-FEET BELOW GRADE, BACKFILLED WITH SAND AND TOP WITH SOIL. 14. STORAGE TANK TO BE REMOVED AND DISPOSED OF PER LOCAL LAWS AND REGULATIONS. EXCAVATION TO BE BACKFILLED AND TOPPED WITH 6" OF ABC STONE. 15. EXISTING CONCRETE SIDEWALK TO BE REMOVED AND REPLACED. PARCADIS ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Design & Consultancy for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 Ae5l- '\\ '11� \ \ \ ell- \ °yam\\ \e?- ,gru EXISTING 100' x 1 0' \ EASEMENT \ 14\ \ \ \ \ \ \ 3 \ \ \ \ \ \ o \ - / 13X_ ell- \ / °y EXISTING BIRCH CREEK LIFT STATION / � / TOE ABANDONED)\\ \ PIP - / 14 / \ (EE HEET MD5 S EDI REQUIREMENTS ° \ F� 3 5 \ 1 1 \ \ \ \ ° � 1 \ \ o � f 10 12 - Z 3NOZ - y� \ c �A/o, \ o \ CONCRETE WALK GAVEL DRIVEell- z Brush -CONCRETE CURB i �o \ ° AND'GU`TLEti° o I \ \ \ 6'90 �\ \ O �d\y s \ oy I / �I // INV. OUT (N):690.37-15" � \ \ Brush \ \ \ 16 \ for' \� EXST SAN MH - - \\y STA 92+46.67 �� \ CURB MET 20.0 P.E. = \ \ \ \ NOP:I69S.17690.13 I� �/ � \ \ \ \ ( \ \ GAVEL DRIVE \ INV OUT(N). 687.17 \ \ \ \ � N \\ \ \ \ \ \ \ o \ w Ns \ \ 5 14 -- i \48- RC \" \ \ 6 4 2 / / EXISTING OLD BIRCH CREEK LIFT STATION (TO BE ABANDONED) \ (SEE SHEET MD5 FOR Z SEEDING REQUIREMENTS) o - - - \�' \ \ INV. OUT (S�: 682.59-48"/ / / / / _ _ \ 00, BORE \ \ e I HB L2 \ �� \\ \\g ush �/ I mod\ \ \\ \ n \ I 12 SS SS / I S oe _ B�- roe / / / / 1 TO M91.1 ~ \ \ \ SS ss 8 P �C \ ss g-� ss ss ��`� TO 0 - \ p2 �� \ \ \ �� S � � SS \ INV \( : 683.74 15" ,� \ \ S - ss 1 \ INV. (SE): 683.44-48" \\ \ \ ss M H ° \ \ \ M H \ \ TOP: 9�1".64 0 \ \\ TOP:699.44 / \ ° I * IN(S): 68�k.52 o \ \ \ _ \ INV:685.32-8" N&E \ \ \\ \ IN 'UT(SE):684.8 BIRCH CREEK LIFT STATION -ABANDONMENT SCALE: 1 " = 10' CONTRACT SHEET 8 of 13 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. cnv -373-2033 COG Water Riam-373-25691 GOOT Traffi-373-2606 COG/Guilfor-373-2084 COG Wate S-373-5855 Tanks/ e GOOT Sto NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 0 20' 40' 80' SCALE 1"=40' - HORZ. ire �r'V;I ".I kv, 111 V1 01111111111111 ��•o��N• CA Rp� SEAL 036233 i �'., � •'•.•FNG I NEB-�:•' ��•��`�` FMY iM SEAL NOT VALID UNLESS SIGNED AND DATED REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK LIT STATION ABANDONMENT BIRCH CREEK LIFT STATION - ABANDONMENT ROADWAY DESIGNED BY JLM SEWER 201-- CONST. SURVEY BY - WATER CHECKED BY DAH K- SHEET NO. C5 OF 5 0 T v J r N 0 N O N 00 Y v J 6 v 0 0 a_ N ai E O N O CNJ co ai v 0 0 0 N v U Cn 0 0 0 I N 1 O O H w w U of m I 0 O i O of a_ / 0 a U U i7 0 O V) U Z I U) D Q U a Cn Y a w J U) D 2" O.D., 14 GA. TUBULAR STEEL GATE 6" X 6° PRESSURE WITH 6 HORIZONTAL BARS TREATED POSTS 14'-0" MIN. Ell IN arill i— IIIIIIIi=llI-III=' -=ii�lll,,ll_liil_ co „ — m CLASS "B" CONCRETE ENCASEMENT, 6" MIN. THICKNESS ON ALL SIDES AND BOTTOM NO TES.' 1. HINGES SHAL L AL L OW GA TE TO OPERA TE IN El THER DIREC TION. HINGE ASSEMBL Y SHAL L BE El THER GAL VANIZED OR 5TA INL ESS S TEEL . 2. TUBULAR STEEL GA TE SHOWN SHALL BE INSTALLED IN AGRICUL TURAL/FARM TYPE FENCE CROSSINGS (BARBED, HOG, WOVEN WIRES, ETC.) . A T FENCE CROSSINGS WHICH ARE CHAIN —LINK, CHAIN —LINK GATES (14' MIN. OPENING) SHALL BE PROVIDED AND INSTALLED. 3. CONTRACTOR SHALL PROVIDE 5/16" CHAIN AND LOCK (KEYED TO CITY MASTER) TO SECURE GATES. 4. FINISH WITH ONE COAT OF EXPDXY PRIMER AND TWO COATS OF AL L WEA THER ENAMEL PA IN T. 5. MINIMUM 6" CLEARANCE BETWEEN GROUND AND BOTTOM OF GATE. CURVED TO FIT _ _ �.. DIAMETER OF FRAME CURVED TO FIT I DIAMETER OF BOLT HINGE ° BOLT HINGE HINGE (2 REQUIRED) CLAMP (2 REQUIRED) HINGE ASSEMBLY C/ T Y O F G R E E N S B O R O NO. . i GATE FOR RIGHT-OF-WAY ACCESS STDTD06/15 9EV. 120 PzL Ww `�yCOi-J,zR �Q O VV~~ mti0 M/b o R O Qz3Lu o W j�oh V QZ� 141 a Zen j� ti � UJi ti Q ti tip~ m W OFOR O ilUO O ~ G' ' �� LIJ QZ V m V Z-W O Q Lk Z titiz Q CY) o :"► z Q3 Lu o WmQ QZ o 6:;Qti Q O 00� �� mLU D'.D O � (n v Ltj m R Z 2 Zm Q O 1> �W�O ~ OOW Qi Q pD m �J Q Dp �� J Z QQ O our �QWZ1>LLJ m IR oQoWQu>� Zti ti QV OJo P) Pt mW Dp �~ 3� �WJO Z Q tiVW �¢ Z Q6 W �] Wi- ~Z C RD WDQ1> R O �Lu QL �c ( J� �� tiW DD WO ~Q OLZ o° mQ W zm°Q p � zz mo O� DD QO J ti W OW OO ZW �UQ V3 DD �Q L�� W� Z m Q� ti\ u W zt W mLC �W oti Q - 20 33 W ~ m DD z ��3 �a W U) �j ti0 g � �3� ~� O ZLk g Q Z� �J_ 1-4 ti0 _Uj O 3�Ln oZ W O j~ z mt m tiff �Q �LLJ J tizti Q WZ �tiZ O LQ u-, �O ZAN �Z 2" 2 ti cL M Q O M/b m o v m SHEET i OF 3 C/ T Y O F G R E E N S B O R O HOUSE CONNECTION AND HYDRANT STD. NO. V. SETTING DETAIL 101 03-15 0", 06-16 VAARCADIS ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Design & Consultancy for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 DUCTILE IRON CARRIER PIPE, TYP. SEE PLAN FOR SIZE CC d STEEL ENCASEMENT PIPE, SEE PLAN FOR SIZE AND WALL THICKNESS GROUT AROUND ANNULAR SPACE, TYP. STEEL CASING SPACERS 8" MIN. LENGTH 6" MIN. CLR. TO PIPE BELLS INSIDE CASING STEEL ENCASEi"r"'T ninr STEEL CASING SPACER, TYP. END SEAL, TYP. I-- I I I I CL CARR R PIPI I I I I L— w w a_ 12" MIN. o 24" MAX. w TYP. EA. END CASING SECTION END ELEVATION - INTERIOR NOTE: 1. CARRIER PIPE SHALL BE RESTRAINED JOINT WITHIN THE ENCASEMENT. 2. SEE SPECIFICATIONS SECTION 33 05 24 FOR MATERIALS AND INSTALLATION REQUIREMENTS. STEEL ENCASEMENT PIPE DETAIL NO SCALE GEOTEXTILE FABRIC BOTTOM CREEK RIP, THI\ RIP -RAP THICKNESS AS INDICATED ON PLAN/PROFILE MIN. 6" #67 STONE ABOVE PIPE #67 STONE PIPE BEDDING PER BEDDING DETAILS SAN SEWER PIPE, TYP. PIPE BEDDING AT STREAM CROSSING DETAIL. NO SCALE POLYETHYLENE PIPE TRENCH REVISIONS ILL ANNULAR PACE WITH AND MANHOLE SCHEDULE BIRCH CREEK LIFT STATION ABANDONMENT MH NO TYPE DROP RING & COVER VENT COMMENTS 55 COG 200 COG 205-B INTERIOR DAMP PROOFING 56 COG 200 COG 205 57 COG 200 COG 205 58 COG 200 COG 205-B INTERIOR DAMP PROOFING 59 COG 200 COG 205-B INTERIOR DAMP PROOFING 60 COG 200 COG 205-B INTERIOR DAMP PROOFING 61 COG 200 COG 205-B INTERIOR DAMP PROOFING 62 COG 200 COG 205 63 COG 200 COG 205-B INTERIOR DAMP PROOFING 64 COG 200 COG 205 65 COG 200 COG 205-B INTERIOR DAMP PROOFING 66 COG 200 COG 205 67 COG 200 COG 205 CONTRACT SHEET A OF 1 'I SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. City of Loci Water GOOT Traff COG/Guilfa COG Wate Tanks/ GOOT Sto DENSELY COMPACTED DENSELY COMPACTED SOIL (85% COMP.) �\ �/� SOIL (85% COMP.) GRPP DIMENSION "A" -12 GRPP, A-8 -16" GRPP, A=12„ \ //\ I �\ //� -30 GRPP, A=20 \ _ .......... SPRINGLINE + — \ NORMAL NORMAL j I �� z NORMAL DIM A TRENCH TRENCH / //� o TRENCH 60% PIPE //� w BOTTOM BOTTOM �/ m BOTTOM 0. D. (f) 0° #67 STONE OR SUITABLE SOIL (90% COMPACTION) NOTE: #67 STONE BEDDING AND BACKFILL TO BE PLACED IN LIFTS NOT EXCEEDING DUCTILE IRON PIPE TRENCH 6" IN THICKNESS, (TYP). (� SANITARY SEWER BEDDING GLASS REINFORCED PLASTIC PIPE TRENCH D ETA I LS_ 373-2033 373-2606 373-2084 373-5855 373-2569 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL ,``11111CARO 11111III,I I Q l •: SEAL i 036233zz i �/111111111 SEAL NOT VALID UNLESS SIGNED AND DATED MD1 NO SCALE TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK LIFT STATION ABANDONMENT MISCELLANEOUS DETAILS - 1 ROADWAY DESIGNED BY JLM SEWER 20 i= CONST . SURVEY BY WATER CHECKED BY DAH K- SHEET NO. . MjOF 5 N 7 T v J rn N O N 0 00 Y O N J N v 0 0 N I_ 0 N 0 N 00 0 0 N > v ui v (10 0 N 0 I N I 0 0 F_ w w Cn of m I 0 0 0 of w / 0 a U U i7 0 0 V) U Z I U) D Q U a Cn Y a w J U) D hFRAME OVER =MIN WT 147 LBS = MIN WT 220 LBS a 20 4 ASTM A48-CL35 AASHTO M306 5/8" LETTERING RECESSED FL USH I" SPECIAL LETTERING RECESSED FL USH -23 1/2 " 1/2 " 1" CORED 9/16" r-1 1/8" HOLE (TYP) 1/4 1 7/B " 1/81, 20 1/2" 3/4" DE TA IL ti (1) 1 1/4 " VENT HOLE PLAN VIEW 5/8" LETTERING RECESSED FLUSH 25 1/4" 23 3/4" 3/4" 23 f12" 1/B" 1" CORED 1 1/8" HOLE (TYP) 20 1/2 " 221, 4 25„ 4" 33" h SECTION A -A NOTES.' ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1/16" ON ALL DIMENSIONS. MANHOLE RING TO BE ANCHORED WITH 1/2" REDHEAD STAINLESS STEEL ANCHORS AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER. V MACHINED BEARING SURFACE C/ T Y O F G R E E N S B O R O STD. NO. REV. STANDARD MANHOLE RING AND COVER 20 5 12-05 ' 06-13 N 0 N N —1— --�— 7-- o I I V I � :: • - d I 1 I I I .•<• a --�— -- N -p• . COG STD. #205 SECTION B-B RING & COVER v : a.'. 24 ' b ov Z 1. D.Qrc �n WoM Z N�r� •e A 5 "A 5'-0 1. D. Mho W hniR ti ----------- Zzt <. A e :. r — — — — — — — — — — — — — J �.. NOTES.' BRICK a.e:. CONCRETE SHALL BE CLASS AA, 4000 PSI AS PER ASTM C-478. I STEEL AENFOACING SHALL MEET I I ASTM A-615. EIGHT INCH TO I I (6 �N BE POURED AFTERRETE MANHO ETOM IS SET I I IN PLACE ON BRICKS. I I MAXIMUM USABLE PIPE DIAMETER I I FOR THIS MANHOLE IS 48 INCHES. ON NEW INSTALLATION A MAX. OF a _ , :• : .: Q. .: • 6" TWO GRADE RINGS SHALL BE USED. N CLASS B CONCRETE."'�: ;::- m REFER TO SECTION 2.10 OF THE COG " WA TER LINE AND SEWER L INE v CONSTRUCTION" STANDARD SPECS. SECTION A -A FOR JOINT SPECIFICATIONS. N C/ T Y OF G RE E N S B O R O STD. NO. REV. t STANDARD 6' I. D. ECCENTRIC PRECAST CONCRETE W SANITARY MANHOLE WITH MONOLITHIC BOTTOM 20,9 OB-02 0-8 * 5' DIAMETER POOURED FOR a SEWER LINES 12" AND LARGER OR 4' DIA. XX AS DIRECTEED BY THE ENGINEER. - FORCE LINE HOOD =a (USE WHEN THE SLOPE OF INCOMING LINE IS >59 OR AS DIRECTED BY ENGINEER OR FIELD INSPECTOR) J111 iSEWER PIPE INTERIOR DROP BOWL d- - A -- "A d EXTERNAL PIPE COUPLER - - = = INVERT LIP SHALL EXTEND 2" PAST INSIDE EDGE OF DROP Q 1/8" X 2" STAINLESS PIPE WITH TRIANGULAR STEEL STRAP ANCHORS a: NOTCH CUT FROM CIL AT 2 ' 0. C. MINIMUM OF INVERT OF TWO REQUIRED EXISTING _ . MANHOLE - ' V STRAPS TO BE d - FASTENED WITH STAINLESS STEEL ANCHOR BOL TS SCH. 40 90 ' BEND Q LONG SWEEP OR 45 BD WHERE APPLICABLE, V _d INTERIOR NO TES: 1. THIS DETAIL SHALL BE USED ONL Y WHERE APPROVED BY WA TER RESOURCES DEPARTMENT. 2. DROP PIPE AND NECESSARY FITTINGS SHALL BE SCH. 40 PVC. 3. EXTERNAL COUPLER SHALL BE SCH. 40 PVC OR FLEXIBLE COUPLER. 4. PROPOSED CONNECTION TO BE USED WHEN INCOMING SEWER LINE INVERT IS GPEA TER THAN 2 ' -0 " ABOVE THE INVERT OUT. 5. STAINLESS STEEL STRAPS AND ANCHOR BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 5. USE THE DROP PIPE SIZE (OFTEN SMALLER THAN THE INCOMING PIPE SIZE) THAT IS SPECIFIED BY THE INTERIOR DROP BOWL 'S MANUFACTURER FOR THE SIZE OF THE INCOMING LINE. 7. INSTALL DROP PIPE ASSEMBLY PEA MANUFACTURER'S SPECIFICATIONS. THE MANUFACTURER'S DESIGN FOP THE DROP BOWL AND PIPE ASSEMBL Y MUST BE PRE -APPROVED BY ENGINEER. L n C/ T Y O F G R E E N S B O R O DROP CONNECTION (INTERIOR) FOR05-03 STD. NO. V. n EXISTING SANITARY SEWER MANHOLE 203 03- f4 Bc + 8" MIN. 1-1/4 Bc 2000 PSI CONCRETE. .11 V .. BC a �1 1 •#67 STONE D CLASS A CONCRETE ARCH L IGHTL Y COMPACTED BACKFILL BC GRANULAR FOUNDATION DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN. ) 27" & SMALLER 3" 30 " TO 60 " 4 " 66" & LARGER 6" COMPACTED BACKFILL BC GRANULAR FOUNDATION : LOOSE BACKFILL I! a CLASS D FLA T SUBGRADE LEGEND BC = OUTSIDE DIAMETER H = BACKFILL COVEP ABOVE TOP OF PIPE D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE NO TE_- USE 467M OR A. R. E. A. (AMERICAN RAILWAY ENGINEERING ASSOCIATION) #4 STONE FOP 21 " AND LAAGEP PIPE. C/ T Y O F G R E E N S B O R O STANDARD TRENCH BEDDINGS FOR STD. N0. REV. 03-97 I CIRCULAR PIPE 207 s a PROP t EXIST. PIPE PIPE % �` f: ._.. �•-t- ate. :'�-: OC SECTION A -A -4, EI COG STD. #205 NOTES.' PING & COVER ON NEW INSTALLATION A MAX. OF TWO GPADE RINGS SHALL BE USED. (EXCEPT ON OUTF(LS, USE WATERTIGHT RING RING &COVER) — — — — — : o �� CONCRETE SHALL BE CLASS AA, .'' :. • V� 7" :aa-. 24" I•D :,a:- Q Q~ 4000 PSI AS PER ASTM C-478. STEEL REINFORCING SHALL MEET ASTM C-185 (4' DIA) OR ASTM C-478 (5' DIA) . r\Lncy MANHOLES OVER 3'-5" IN DEPTH �otiM Z SHALL BE PROVIDED WITH STEPS COGSTD. COG C i er h o 16 " ON CENTERS STEPS SHALL BE IN ACCORDANCE W/ COG STD. #205. RING 8" CLASS "AA" CONCRETE UNDER JOINT = ' M. H. PORTIONS OF THE INVERT ASTM C-361 — — — — — — — — — — — — CAN BE POURED AT THE SAME TIME. BOTTOM SHOULD EXTEND A MIN. OF 6 " BEYOND M. H. BASE 4'-0" I. D. (#200) oMi\o 5 � o m (o o W VACUUM TEST REQUIRED ON 5'-0" 1. D. (#201) ALL INSTALLATIONS PRIOR TO :• _ a a R PUTTING MANHOLE INTO SERVICE ------------ TROUGH FOR MANHOLES EXIST. PIPE _ LL, (MAX. PIPE 0. D. ) PROP. a. , Q PIPE FLOW 6: -' BLOCK. BLOCK MH DIA 45 ° DEFL 90 ° DEFL 4' 31-1/2" 25" 5' 42" 32" 6' 51" 38" I PRECAST INVERT (OPTIONAL) CONCRETE MONOL I THIC 3 POURED SEC TION B-B n 0 C/ T Y O F G R E E N S B O R O STANDARD 4' I. D. 6 5' I. D. STD. NO. REV. x ECCENTRIC PRECAST BOTTOMLESS MANHOLE OVER 00 DEC-05 EXISTING SANITARY SEWER (DOGHOUSE MANHOLE) 0.fA ylL OCKII RINGS PLAN M ti STOP 0) 1 1/4" 1/4" 1/2SIDE ELEVA TION 1/8 " COMPOSITE EL EVA TION ti _ COPOL YMER POL YPROPYL ENE a d:. _`•d- ' 4- "- PLASTIC a ak a 'Q #3 DEFORMED STEEL ROD • . a i a . d -:d :a- 4 STOP DEPTH INTO CONCRETE SURFACE SECTION A -A U 3 1/2 " 3 n Cl T Y O F G R E E N S B O R O STD. NO. REV. STANDARD MANHOLE STEP FOR lu PRECAST CONCRETE MANHOLE 206 PRI PING & COVER �D r+�r+rrn�i n n vg 7" :.. ;. 24" L D. Qti NOTE S.• --- — -- - •. ° ON NEW INSTALLATION A MAX. OF TWO GRADE RINGS SHALL BE USED. d. A CONCRETE SHALL BE CLASS AA, (O N Z 4000 PSI AS PER ASTM C-478. COG STD. #206 STEEL REINFORCING SHALL MEET ASTM C-185 (4' DIA) OR ASTM PING C-478 (5' DIA) . JOINT ASTM C-361 A-.,. MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS " s -- 16 " ON CENTERS STEPS SHALL BE 4'-0 " I. D. (0200) o o IN ACCORDANCE W/ COG STD. #205. 5 Qz (Z) 0 5'-0 " I. D. (#201) W �n ..4, MANHOLES (MAX. PIPE O. D. ) X BRICK 4 O I" I I I I nim MH DIA 45 ° DEFL 90 ° DEFL 4' 31-1/2" 25" 5' 42" 32" 6' 51" 38" PRECAST INVERT (OPTIONAL) 4 1 5 ' -10 PLACE 12 " OF #57 6 ' -10 " STD. #201 3 !M t8t, 5 ' -0 " PRECAST INVERT STONE UNDER BASE SECTION A -A n 0 C/ T Y O F G R E E N S B O R O STD. NO. REV. STANDARD 4' I. D. i 5' I. D. ECCENTRIC PRECAST 05-88 03-98 CONCRETE SANITARY MANHOLE WITH EXPANDED BASE 11-93 08-02 200 201 09-95 n COVER = MIN WT = 125 LBS FRAME = MIN WT = 100 LBS 3� I (4) 1 " CORED HOLES 90 ° ON CENTER (4) 1/2 "-13 X 2 " S. S. HEX. HEAD BOLTS WITH S. S. WASHERS 1/8" FLAT GASKET (4) 1/2 DRILL AND ASTM A48-CL35 TAPPED BOLT HOLES AASHTO M305 0 5/8 " L ET TEPING RECESSED FLUSH 1Q h 1" SPECIAL LETTERING RECESSED FLUSH 111 1 1/2 o� A no (1) 1 1/4" 90VENT HOL E WI TH CRETEX PL UG TERING PL AN VIEW RECESSED FLUSH 25' 71 23 3/4" 0o 4m„ 24 1/4" 31" SECTION A -A 1" CORED HOLE (TYP. ) 3 3/8" NOTES., ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE ANY ASTM STANDARDS WITH A MAXIMUM VARIATION -- 1/16" ON ALL DIMENSIONS. MANHOLE PING TO BE ANCHORED WITH 1/2" REDHEAD STAINLESS STEEL ANCHORS AND SEALED BETWEEN PING AND CONE WITH BITUMASTIC SEALER. V MACHINED BEARING SURFACE Cl T Y O F G R E E N S B O R O STD. NO. REV. STANDARD WATERTIGHT MANHOLE MAIL-97 DEC-05 RING AND CO VER 205-8 M4I7-98 M,4I1-01 CONTRACT SHEET SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. City of a jkMffijWWcWground Lo0 s I 411 nests COG Water R es t.,936-373-2033 GOOT Traffi 36-373-2606 COG/Guilfor 36-373-2084 COG Wateq S 36-373-5855 Tanks/ e GOOT Sto a 36-373-2569 NPDES General Pemnit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL ,,``IIIIIIIIIIIII .o ff N CAR * , 00 Q l 0 SEAL •: i 036233 i .,F.� •.....• gyp. �� 11111111111 SEAL NOT VALID UNLESS SIGNED AND DATED AARCADISfor Design & Consultancy natural and REVISIONS TYPE ROADWAY CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS I JOB# GRGRN400 P-05964-07 DESIGNED BY JLM CITY OF GREENSBORO ENGINEERING DIVISIONARCADIS BIRCH CREEK LIFT' STATION ABANDONMENT MISCELLANEOUS COG DETAILS - 2 IK- SHEET NO. SEWERbuiltassets 201= CONST . SURVEY BY - GO of North Carolina, Inc. 7029AIbert Pick Road, Suite 101 Greensboro, North Carolina 27409 Tel: 336-292-2271 www.arcadis.com License No. C-1869 WATER CHECKED BY DAH '10F 5 G SIDEWALK SCALE: NONE M 0 >T O J O co 0 N 0 N 00 Y 0 J O 0 0 a_ N E rn 0 N rn ui 0 0 v N 0 ui 0 U 0 I N 1 O 0 w w U of m I 0 0 i 0 of a_ i 0 a U U i7 0 O U) U Z I U) D Q U a Y a w J U) D NOTES.' 1) EROSION STONE TO BE "CLASS I " RIP -RAP UNLESS DESIGNA TED DIFFERENTL Y ON CONSTRUCTION PLAN. 2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION PLAN. 3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG #214 UPON PROJECT CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS. 4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW SHOWN ON THE CONSTRUCTION PLANS. 5) WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS. ANY DISTURBANCE (5) EXCEEDING 40 ' MA Y REQUIRE ADDI TIONAL WA TER DUAL I TY PERMI T TING OR MI TIGA TION. CONSTRUCTION SEQUENCE FOR STREAM CROSSING 1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM. 2) INSTALL UPSTREAM DAM, FIL TER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A " WHILE WORKING IN THE STREAM. ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "S" WHEN NOT WORKING WITHIN THE STREAM. 3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FIL TER FABRIC TO PREVENT BACK FLOW INTO CONSTRUCTION AREA. 4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE CONSTRUCTION AREA. 5) INSTALL DEWA TERING BASIN OR SIL T BAG A T TOP OF BANK. DEWA TER CONSTRUCTION AREA BETWEEN TEMPORARY DAM USING THIS BASIN. 6) INSTALL THE 10 ' X 10 ' SEDIMENT TRAP OR SILT BAG. 7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FIL TER FABRIC, AND TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD #214 IF CALLED FOR IN THE CONSTRUCTION PLANS. 8) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT TRAP, AND DEWA TERING BASIN. 2OF2 3 N C/ T Y OF GREENS B OR O N STANDARD TEMPORARY CREEK STD. NO. REV. x 01-91 05-05 W CROSSING DURING CONSTRUCTION 203-97 09-05 1.3 03-05 COG STD. #432 STONE DITCH CHECK TO BE USED FOR SILT FENCE STONE OUTLET - ALL SIDE SLOPES ARE 2:1 - STRUCTURAL STONE TO BE 'CLASS B' RIP -RAP - 12" THICK LAYER OF #57 WASHED STONE FOR EROSION CONTROL ON FACE NO TES.' MAXIMUM AREA TO BE RETAINED BY SILT FENCE GROUND SLOPE MAXIMUM SLOPE LENGTH DRAINAGE AREA (%) (ft.) * (SO. FT.) <2% 100 10, 000 2%-5% 75 7,500 5%-10% 50 5, 000 10%-20% 25 2,500 >20% 15 1, 500 8 s00, M 0„Ak. (gFF COG g AkWIWITHIAF TO #2 OUT ►NcKIN 16 6 AF G #430 7.4 °owB. oo em ' e°°0�� o ao �y °g •'a° a°B�a a `§ vro B o o eo�8° go ��8o ve0�8 9 e�b s• °tea � { e �� a a� e`§88 e a 8 eb wO0 e 8 8 0 8 8 m o e Sao A'o ��8 �o�eo Ax" mo no 60�� 1. NON -EROSIVE OUTLETS ARE TO BE PLACED IN THE SIL T FENCE AS SHOWN ON THE PROJECT PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR. 2. NON -EROSIVE OUTLETS ARE TO BE L OCA TED AT ALL NATURAL DRAINAGE AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS. 3. THE MAXIMUM DRAINAGE AREA IMPOUNDED A T EACH OUTLET MUST NOT EXCEED 1/4 ACRE. PARE 2 OF 2 / C/ T Y O F G R E E N S B O R O STD. NO. REV. SILT FENCE DETAIL N 216 10"3108' 03/09 04ARCADIS ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Design & Consultancy for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 PUMP PROPOSED ,-EAR TH BERM 0 0 TEMP. CONSTRUCTION (TYP. ) STREAM CROSSING 10, CLASS "I " MIN. RIP RAP 10, x 10, FL ON \ / SEDIMENT TRAP \ / 9 2.' 1 SIDE SLOPE U OR SIL T BAG. MIN. MIN A A INSTALL SANDBAGS IN PIPE INVERT 6 FABRIC WHILE PUMPING AROUND DURING CONSTRUCTION IN STREAM. POLYETHYLENE FABRIC ON FACE (8 ML. THICK) B REMOVE SANDBAGS 6 FABRIC TO ALLOW FLOW THROUGH PIPE WHEN NOT PUMPING AROUND. U' SECTION A -A 1 OF 2 3 N C/ T Y O F G R E E N S B O R O N STANDARD TEMPORARY CREEK STD. N0. V. x 01-91 05-05 W CROSSING DURING CONSTRUCTION 21.3 03-97 09-05 03-05 METAL FENCE POST 14 GAUGE MINIMUM HOG WIRE (OPTIONAL) EROSION CONTROL FABRIC MAINTAIN ADEOUA TE DISTANCE FOR o SEDIMENT REMOVAL 6 MAINTENANCE I � PE s�° � I III=_=1 = 0— I_ —I I I —I EX. EARTH BACKFILL AND COMPACT THOROUGHL Y SILT FENCE MUST BE ENTRENCHED AND SECURED WITH COMPACTED SOIL. THE "SL ICING METHOD " MA Y AL SO BE USED 4 " TO INS TA L SILT FENCE (SEE NCDENR cy "EROSION AND SEDIMENT CONTROL DESIGN PLANNING AND DESIGN MANUAL " SECTION 6.62). USE COG STD#432 STONE DITCH CHECK FOR FENCE OUTLETS AT A MAXIMUM 100 FT SPACING AND AT ALL NATURAL DRAINAGE AREAS. (SEE SHEET 2 OF 2) . NOTES.' -SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION CONTROL FABRICS TO BE 8 ' -0 " ON CENTER. -SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION CONTROL FABRICS TO BE 5'-0" ON CENTER. POST., METAL T-POST 5 ' -0 " OR 6 ' -0 " IN HEIGHT DEPENDING ON FILL SL OPE (MIN. 1. 33 L B/L F STEEL CONSTRUCTION) . FABRIC.- 3 ' -0 " IN WIDTH (MUST BE STANDARD SPECIFICA TIONS FOR SIL T FENCE - A5TM D ) WITH 12 " BURIED IN TRENCH. STONE (IF USED) #4 WASHED STONE PLACED 1 ' -0 " DEEP A T SIL T FENCE. -SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT. -MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE. -SIL T FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY THE CONSTRUCTION INSPECTOR. N PAGE 1 OF 2 C/ T Y O F G R E E N S B O R O 0 STD. NO. REV. NI SILT FENCE DETAIL 216 12/06 03/08 103/09 SECTION A -A C/ T Y O F G R E E N S B O R O N STANDARD ECCENTRIC PRECAST CONCRETE STD. NO. V. x SA TARP MANHOLE WI TH EXPANDED BASE 212 03-98 4,61 VENTED MANHOLE DETAIL-MODIFIED)oB-o2 0 0 N m N W J H CLASS B STONE 5 S� �q F� ISOMETRIC VIEW 1'-6" MIN. NA TURAL GROUND 1 ' -0 " THICK Q R MIN. #57 STONE g ::. :.:: CLASS B STONE ?'.l DITCH FLOW o' 'oo. o .I O QC]��0 03 INVERT 0 I I I I I I OPTIONAL TYPE B SILT BASIN (SEE NCDOT DGN 1630. 02) TYPICAL LONGITUDINAL SECTION 18 " MIN. NA TURAL GROUND CLASS B STONE MIN. KEY STONE / INTO BANK \ , DI TCH TYPICAL CROSS SECTION NOTES.' ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 1/4 ACRE WITHOUT TYPE B BASIN (2 ACRES MAXIMUM) STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK DAMS. N / ClT Y OF G R E E N S B O R O STANDARD TEMPORARY STD. NO. REV. STONE DITCH CHECK 12/06 09/10 215 06/09 61 12/09 (V O O N a m (U W J 0 12" i� PIPE �� BRICK MASONRY HE] 0 0 N Ur O U / 3 N m ClT Y OF GREENSBORO N STD. N0. REV. STANDARD BRICK MASONRY PIPE PLUG W 21al IJUANTI TIES PIPE SIZE CUBIC YARDS 6 " 0. 007 8 " 0. 013 10 " 0. 020 12 " 0. 029 15" 0. 045 18 " 0. 065 24 " 0. 116 30 " 0. 182 36 " 0.262 42 " 0. 356 48 " 0. 465 54 " 0. 589 60 " 0. 727 66 " 0. 880 20 ' PERM. EASMENT (MIN. ) �10'� TOP OF BANK Q STREAM FL OW - I I NA TURAL GROUND Q RIP -RAP CROSSING TYPICAL PIPE SYNTHETIC FILTER FABRIC PLAN TOP OF BANK RIP RAP SHALL NOT EXTEND ABOVE NORMAL DRAINAGE DITCH OR SMALL STREAM HIGH WATER MARK SYNTHETIC FIL TER EX. IN r . -_ - - `_ - 1 FABRIC (AS PER CREEK ��o = = - ':. 3• NCDOT SPEC #1056, TYPE-2) CROSSING PIPE 18" CLASS I RIP -RAP SECTION A -A NOTES.' 1) PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT. 2) CLASS I RIP -RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE (AS DIRECTED BY ENGINEER) . 3) CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER) . 4) AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD ALL EXISTING EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED. 5) ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF MATTING OR APPROVED VEGETATIVE COVER. C/ T Y O F G R E E N S B O R O S TD. N0. REV. STANDARD PERMANENT CREEK STABILIZATION 214 01-91 06-05 03-97 WITH MAINTENANCE CROSSING 03-05 CONTRACT SHEET 11 OF 1 '1 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. City of a ground Loc s i nests COG Water R es t.36-373-2033 GDOT Traffi 36-373-2606 COG/Guilfor 36-373-2084 COG Wate S 36-373-5855 Tanks/ e GDOT Sto a 36-373-2569 NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL ARo��-,, ge f SEAL 1 i 036233 i ��'•.4CINEE�••'��•��: i Y L . M �. SEAL NOT VALID UNLESS SIGNED AND DATED REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS I JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ROADWAY DESIGNED BY JLM ENGINEERING DIVISION BIRCH CREEK LIFT STATION ABANDONMENT SEWER 20 i__ CONST . SURVEY BY - WATER CHECKED BY DAH MISCELLANEOUS COG DETAILS - 3 K- SHEET NO. AD30F 5 GRADE -,- CONTRACT SHEET 19 OF 1 '1 0 T O J N co O N 0 00 c a) Y 0 a> J ai 0 0 0 N O ui E O N 0 N 07 0 0 v a) 0 U ca 0 0 I N I 0 0 w w U of M I 0 0 0 of o_ / 0 a U U i7 0 O 07 U Z I U) D Q U a Y a w J U) D COMPACTED SOIL EASEMENT LINE i / poa.•iu�m� •.nm� n .�aai� ❖mum..-. .��mva�u❖�❖�nm•❖ao.❖ao.•aw.. m�aii�iu�iiom•�•aa mooaiaai.. vaioai�iiuoummu�iiiaaaaaoaii�ioa.. .� •aaiiuwaaaounmoiiu❖.•iiaimaoo� .•aaam�mu•.o•.ouam�a .•...•a.•...o❖.ouo.� 6'-0" (T YP. ) CONS TRUC TION SPECIFICATIONS Fri FOR CLEAN WATER DIVERSION INSTALL LINER TO AVOID DITCH EROSION. LINER SHOULD BE IMPERMEABLE GEOMEMBRANE LINER OR SOD. 1. REMOVE AND PROPERL Y DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OB✓ECTIONAL MA TERIAL . 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. 3. ENSURE THA T THE TOP OF THE BERM IS NOT L OWER A T ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. 5. VEGETA TE THE BERM IMMEDIA TEL Y AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION BERM. CAREFULL Y CHECK OUTLETS AND MAKE TIMEL Y REPAIRS AS NEEDED. WHEN THE AREA PROTECT- ED IS PERMANENTL Y STABILIZED, REMOVE THE BERM AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPRO- PRIA TEL Y STABIL IZE I T. m C/ T Y OF GREENSBORO N STD. NO. V. TEMPORARY EARTH BERM W 218 VAARCADIS ARCADIS G&M of North Carolina, Inc. 7029 Albert Pick Road, Suite 101 Greensboro, North Carolina 27409 Design & Consultancy for natural and built assets Tel: 336-292-2271 www.arcadis.com License No. C-1869 S F S, TRENCH WIDTH DIGABLE FLOWABLE FILL @ 200 PSI OR CLASS B CONCRETE, DIGABLE FLOWABLE FILL @ 200 PSI OR CLASS B CONCRETE, TRENCH WID TH PLAN CITY OF GREENSBORO ANTI -SEEP PIPE COLLAR STD. NO. REV. FOR SEWER LINES 219 06-15 LEGEND D = OUTLET PIPE DIAMETER d50 = MEDIAN STONE SIZE IN A WELL GRADED APRON dmax = 1. 5 X d50 = MAXIMUM STONE DIAMETER t = APRON THICKNESS = 1.5 X dmax L = LENGTH (DETERMINED FROM SECT. B. 06) W = WIDTH @ END OF APRON (DETERMINED IN SECT. B.05 DEPENDING ON TAIL WA TER CONDI TIONS) WIDTH @ OUTLET = 3D NOTES.' RIP -RAP PIPE OUTLET PROTECTION APRONS ARE TO BE DESIGNED ACCORDING TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION B. 05. 1 - B. 05. 4 PLACE RIP -RAP AROUND PIPE AS DIRECTED BY THE FIELD ENGINEER. C/ T Y OF GREENSBORO N STANDARD PIPE OUTLET STD. NO. REV. w EROSION CONTROL DEVICE 422 03-97 °oQo o?OOa o0 ° °0.0�0°0 osa o00 ° o00ao�►°o0.0 00° o O00 aQCj00 O oyl`O{O o Op oo�°O�°OP° OO o00�'�e^ 00 000 0 000000o voodoOO-a a �o o°0'os 0000 0�00o°O'i'°r°'o°$°xl°rwO,OooO:o�o oo aaoOd.°o°��0�o0�otit0000o00p°�oo°o1i'000000'O:oo WOR .�.11 oo�Oobo�do aOvo.o, 00"0.00000 o.o°ovo-oO°o000oo0w�oo°000OY�OO�°loo�o 00 v,0 o Ot000 oo'OiO °�oOroo, �Oo� O` oov i o, � o- o ooO poi`Ooeo1°O°O0,'Ooa«�0'r°.°o°otu°OOO:Oo0o0`ioo°jo�to°'oOro000�oo�voOoo�O000 o�OO o o.v oa°i, o 00'�00 o0O!°�°�v0�pv�o40:0Oo�°�0° 000 0 oOO �° ,O��C�>�5��v�,Ck reA 4��5�q ��£+9�'sFE'3re°OOOtOlOOQ� O 000°OO Ol00° OOOl0.0°. ..?v,vAoOtO�o?Q ozOO. °0 • / o0Y000�v�o o0oO:0o0o ..:o,�nSa�,00000 oO r ooPo.loi�ova0o°v oOv - .��aoo 000 0 00 ��O;O,o�o'LO o0 oov- o ••�''� F- °ovoOOo°°oOa o0oo�ovoOO°Oo°�o00 0`��' .00.o°000 °00; � o 000 000�•000(� v 0 QgOoOfo -...,.,�mO•:ay?.ov.Av:�o°-°O_ooiocOp�oO°°°*o°o�0vo00.o%�Oo°.o°Oov;vOoO�•�v000r0° �g:o°o(�.O0Oo',oO,oa}.oOr0bo o�oOOil °o O0o°�:0.°0*lpoOo1o0o��o0oOo/oCoo°o°.00 �vY0000°oov00000v AMP CITY 000 oQtOovo.o 0 •'o:��q�s Q�e. 000 °v°o0 �'v'J�°�o°ov 0•°oovoo.O ovo ' � �O��iz oO0a0�O"°00000a000OlO�O�o°$O°o:000�oo a?000 fi� • ;� Q9°° (v'pirvr o0+{0: °`°o. °°� °°tao 0 / •tea:`':-•" / OF - • - • TEMPORARY 1. 1. REQUIREMENTS). 1 1. 0 o a' (V W DOWNSLOPE UPSLOPE STAKE STAKE PAM PAM (I OZ.) FLOW w (I OZ.) H Q SEE INSET B MATTING 2' MIN. 6' MIN. TOP VIEW PAM (2 OZ.) STAKES PAM STAPLES PAM (I OZ.) 0 OZ.) INSET A INSET B INSET C NOTES.' 1. USE MINIMUM 12 " DIA. EXCEL SIOR WA TTL E 2. USE 2 FT WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION. 3. ONL Y INSTAL L WA TTL E (5) IN DI TCH SUCH THA T FL OW PASSES OVER THE WEIR FORMED IN THE CENTER OF THE WATTLE AND NOT AROUND THE WATTLE TO PREVENT BANK EROSION. 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSL ORE STAKES AT AN ANGLE TO WEDGE WA TTL E TO BOT TOM OF DI TCH. 5. PROVIDE STAPLES MADE OF 0. 125" DIA. STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12 " IN LENGTH. 5. INSTALL STAPLES APPROXIMATELY EVERY 1 LF ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. 7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1531 OF THE STANDARD SPECIFICATIONS. B. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT L OCA TION AND FROM ANY OFFSI TE BORROW MA TERIAL . ANAL YZE FOR APPROPRIA TE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. 9. INTIALL Y APPL Y 2 OUNCES OF ANIONIC OR NEUTRALL Y CHARGED PAM OVER WATTLE WHERE WA TER WILL FL OW AND 1 OUNCE OF PAM ON MA TTING ON EACH SIDE OF WA TILE. REAPPL Y PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0. 50 ". 10. ONL Y POL YACRYLAMIDES FROM THE NC-DWQ APPROVED LIST ARE TO BE USED. ANY i OTHER PROPOSED FLOCCULANT REQUIRES REVIEW 6 APPROVAL BY THE DWO AQUATIC TOXICOL OG Y UNI T. 11. WA TTL ES SHOUL D BE SPACED IN DI TCH USING THE FORMUL A: (WATTLE DIA. (FT) X 1001 / SL OPE (9) 3 12. WA TTL E MA T TING IS NOT REQUIRED ON DI TCH L INES WHERE COMPLETE MA TTING INSTALLATION IS INDICATED ON THE PLANS. PAGE 2 OF 2 L m C/ T Y OF OR EEN S B OR O N N STD. NO. REV. WATTLE WITH POLYACRYLAMIDE (PAM) 223 12/10 vpQo OQO�O 00 O.Oj40o-o0o°Oao ° °OoO•os0,,o�0°� OO,Oo o00�►.0.0.°,° oovo.o O� oo•Ooov voo"v 0 1 ,01 �(0 000°o °oOwy°O °oo 0000 o°OOM`-1 00° O O oo0.00 O o}a o.°a4e 0 00 0 0� �O v 000 00 o,coo0 OOoo 0°000 oiijj O o 0'.r o0 o Pao i O O O° °O`�O 00C9O °Oo�O��O OO OO'000?OO' y' : �o° o�°�Oo°e90,0o00°0.0°0 oa��00o0 OA°000o0 °°��O�OO~O OOOOp0o0�0`°OOjO°O°°O O�fp}0040}O ° 00 000 OOOoo O 000 00oo,0'vo'�O.�oo 00 oQQOOoOoo:o 00 O.00�Oo�OooO000l°oO.Oro�o00'010000vo0O0o�o0IQ" , 0 00 10.0 ovw"O OO:o�Oolooaoov"O O:O.Oo�OoyooFoawOo)O�0000�00000 v°OQ �i za9,�p��°�o vo�'si��s�'�s�o loO,00QOo vop°.00'�vrov 1 0 *OOJ00000 ...ts .s �o YOo., o0O�o10 � • 00�000r.�o - z O ' ;��S��ooO.O°po0 � 1 oog.?ol0ovaoo°v o00 -•-o.;. 9 00.,0 oov o0 0.0 000- o �..�3��0 000 OO oo. �-oto�0,0�t000°Oo°OoOo ..�1� s O.vo.o 000 vO�OOo��,,,�Ooo.o•oo° o0i00o Oo o, ov oYL, ° o lrav o �o�a$°'y�OOla°00 oo0,yo.�oovo00o�v�vrvto'v000 0{0000 - ,s3sp�oo'O �/" sv 00000 0 o v o 0 0 o roo .001. Oo0 y ° .�� go0�oi000 o0oOo0v0°�oOw000000voOopOOo . � � oo �Oo�° oo,�O0000 0 000000�o°°O o CITY :.R�'a3.ry0°o°,'� °° oov O vof�00000000voO.Ovv ..,g000. ° o000 0 � of o +'do 000 o.°'►°o ,o.?�f. O•v O�Or o0 0o0�0ovoo0a `oov s -..�v�y0aoo°oOO:a�o a�000 0000;0.-00�o4oc ��-c�Y��s�Oooh oOTO. o 0000.0�0oo,o0a��p��. - --0�g,o`o0'o�oTO�ovO000.OvOo / "srs6`�'!1`� °10°000:00o'o'ow00o Omen .. vzo0 oO01.. A000°��, -..��•�OO• v,� / OF - • - • TEMPORARY (CITY REQUIREMENTS) mm_ SEE INSET A TYPE , EROSION CONTROL BACK SLOPE ISOMETRIC VIEW 2 IN. � SEE INSET C ENSURE ADEQUATE CONTACT IS MADE WITH GROUND USING WOODEN STAKES & WIRE STAPLES. MATTING 2' UPSLOPE STAKE EDGE OF PAVEMENT NATURAL GROUND 2' DOWNSLOPE STAKE CROSS SECTION - TRAPEZOIDAL DITCH I'm MATTING 2' UPSLOPE STAKE NATURAL GROUND 2' DOWNSLOPE STAKE CROSS SECTION - VEE DITCH PAGE I OF 2 ClT Y OF GREENSBORO STD. NO. REV. WATTLE WITH POLYACRYLAMIDE (PAM) 12/10 223 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro• NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL ,``IIIIIIIIIIIII,/ / ARo��-,, Q l •: SEAL i 036233 i 0. '0:' FiQ ••...•• Q �� Y L . M �. I1111111111 SEAL NOT VALID UNLESS SIGNED AND DATED REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 CITY OF GREENSBORO ROADWAY DESIGNED BY JLM ENGINEERING DIVISION BIRCH CREEK LIFT STATION ABANDONMENT SEWER 201= CONST . SURVEY BY - WATER CHECKED BY DAH MISCELLANEOUS COG DETAILS - 4 K- SHEET NO. V D40F 5 0 0 D T 0 J co io 0 N O N co C N Y O N J 43 0 0 0 E 0 N \ \ 0 0 0 a) > 0 43 0 U LO 0 0 0 I N 1 O O i w w i U M I O O i O a_ / 0 a U U i7 0 O U Z I 1n Q U a LO Y a w J D CONSTRUCTION SEQUENCE 1. CONTACT NCDEQ—DEMLR LAND QUALITY SECTION AT 336-771-5000 PRIOR TO ANY LAND DISTURBING ACTIVITIES TO SCHEDULE A PRE —CONSTRUCTION MEETING WITH REPRESENTATIVES FROM NCDEQ, CONTRACTOR AND OWNER. 2. FLAG THE LIMITS OF CONSTRUCTION AND MARK ITEMS TO BE PROTECTED SUCH AS TREES AND EXISTING UTILITIES. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN. 4. REMOVE ANY TREES AND VEGETATION AS NECESSARY TO INSTALL SILT FENCE ANY OTHER EROSION CONTROL MEASURES FOR ALL AREAS TO BE DISTURBED. 5. STOCKPILE AND STAGE MATERIALS AND EQUIPMENT AS NECESSARY TO PREPARE FOR CONSTRUCTION. 6. BEGIN CONSTRUCTION OF PROPOSED FACILITIES ONLY AFTER ALL EROSION CONTROL MEASURES ARE INSTALLED IN AREAS DOWNSTREAM OF WORK TO BE PERFORMED. 7. ONCE PROPOSED FACILITIES ARE CONSTRUCTED AND SURFACES ARE RESTORED TO ORIGINAL GRADES, CONTRACTOR TO INSTALL POST —CONSTRUCTION EROSION CONTROL MEASURES SUCH AS STORM PIPE OUTLET PROTECTION AND MATTING. 8. SEED, MULCH AND INSTALL MATTING WERE NECESSARY TO ACHIEVE REQUIRED STABILIZATION TIMEFRAMES AS SHOWN ON THIS SHEET. 9. NOTIFY NCDEQ—DEMLR LAND QUALITY SECTION ONCE VEGETATION IS ESTABLISHED AND WITH APPROVAL FROM NCDEQ REMOVE TEMOPORARY EROSION CONTROL MEASURES. SEEDING WETLANDS, BANKFULL NATURAL CHANNELS, AND NATURAL CHANNEL BUFFERS TEMPORARY SEEDING: - Mix 2 Species together - Fertilizer to be determined by soil testing provided by Contractor and approved by EngineerfOwner - Temporary grass to be out prior to Permanent Seeding Summer German Millet 10 (8/15 - 4/15) Srowntop Millet 10 Winter Rye Grain 40 (5/15 - 8/15) Wheat 30 PERMANENT SEEDING: - Mix 4 Species together - Fertilizer to be determined by soii testing provided by Contractor and approved by Engineer/Owner - Temporary grass to be cut prior to Permanent Seeding Fall Deertongue 5 (9/1 - 11/1) Soft Rush 2 Shallow Sedge 2 Fox Sedge 2 Winter Switchgrass 3 (1211 - 4/1) Deertongue 5 Sweet Woodreed 2 Rice Cutgrass 5 Soft Rush 2 Shallow Sedge 2 Fox Sedge 2 Application Rate Period Seed Species Ibs/Acre Application Rate Period Seed Species flbstAcre IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE DIRECTION OF THE FLOW AND OVER THE PROTECTIVE MULCH ANCHOR NETTING IN A 12" TRENCH �SZSc ' I '=III= -11-�I1=1II MATERIAL SPECIFICATIONS TEMPORARY LININGS SHALL BE AMERICAN EXCELSOR COMPANY (AEC) CURLEX I, AEC PREMIER STRAW (DBL. NET), SI GEOSOLUTIONS LANDLOK S2, OR EQUIVALENT MATTING RATED FOR 5 FPS AND 1.5 LBS/SF SHEAR MINIMUM. PERMANENT LININGS SHALL BE SI GEOSOLUTIONS TRM 1060 PERMANENT MAT OR EQUIVALENT SOIL FILLED PERMANENT MATTING. AICTAI I AT1n1\1 PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET —TYPE PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED. 1 • APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO STAY LOOSELY ON THE SOIL OR MULCH COVER BUT WITHOUT WRINKLES -- DO NOT STRETCH. 3• TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 12 OVERLAP 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP JOIN STRIPS BY ANCHORING THE END OF THE PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW AND OVERLAPPING THE ANCHOR SLOT. u� \ \_\�1 INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. MATTING/NETTING PLACEMENT DETAIL NO SCALE Design & Consultancy AARCADIS for natural and built assets ARCADIS G&M of North Carolina, Inc. Tel: 336-292-2271 7029 Albert Pick Road, Suite 101 www.arcadis.com Greensboro, North Carolina 27409 License No. C-1869 Tattle 6.1 Da Temporary Seeding Recommendations for Late Winter and Early Spring Table 6.1 Oc Temporary Seeding Recommendations for rail Table 6.110 Seeding No. 5P for: Grass -lined Channels Seeding mixture Specles Rate (Iblacre) i�ys (grain) 120 Annual lespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains) 50 Omit annual lespodaza when duration of temporary cover is not to axtand !beyond June. Seeding dates Ivinuotnins—Above OD fi: Fgb. 15 - May 15 Below 2500 it. Feb. t - May 1 Piedmont —Jan. 1 - May 1 Coastarl Plain —Dec. 1 - Apr. 15 Soil amendments Follow recommendations of soiltests orapply2,000lblacre ground agricul- tural limestone and 750 Iblacre 10-10-10 fertilizer. Mulch ,App;y 4,000 Iblacre strawy, Anchor straw by tackirg with asphalt, netting. or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance fleferlilize if growth is notfully adequate. Reseed, rafertiliza and mulch im- mediately following erosion or othordamaga. Seeding mixture Spec [as Mate (Iblacre) Rye (grain) 120 Seeding dates Mountains --Aug, 15 - Dot, 15 �nast�i Plain and Piedmont —Aug. 15-Dec. 30 60i I amendments F:Aovr c---:;1 tuts or apply 2,000 lb/acre ground agricultural limestone and i C:G Ib,'acre 10-10-1€1 fertilizer.. Mulch Apply 4,000 Iblacre straw. ,Anchor straw by tacking with asphalt, netting, e7r a mulch anchoring toot. A disk +vith blades set nearly straight can be ,sed as a mulch anchoring foal. Maintenance Repair and rofortilize damagod areas immediately. Topdress with 50 blacre of nitrogen in March. If it is necessary to extend temporary coyw beyond dune 15. oversleed with 50 Iblacre Kobe (Piedmont and Guas.al Plain) or Korean (Mou,nfalns) laspadeza in late February or early March. Seeding mixture Species1 Bate (Iblacre) Tall lescue 200 (4-5 Ib.11.000 ft') Nurse plants Bolwoon May i and Aug.16 acid 151blacm Suclangrassor 151ba acreGer- man millet_ Before May t, or after Aug_ 15, add 40 Iblacre rye (grain) - See ping dates Best: Aug. 25 -0M. Possible: Feb, - Apr, 15 Avoid seeding from Nov. to,Jan. R seeding must be done at this time, add 40 Iblacre rye grain and use a cltarlrtel lining that offers maximum protec- tiarl_ Sail amendments Apply time and fertilizer according to sail tests, car apply 4,000 lb/acre ground agriculturallimasteneand 1,i000lbfacra10-10-10fertilizer. Op�erat�e tillage equipment across the waterway. Mulch Use jute, excelsior mattingi, or other effeotive channel lining material to corer the bottom of channels and ditches, and staple securely. The lining should extend above the highest calculated depth of Clow. 0 n ch ann el side slopes above this. height, and in drainages not requiring temporary linings, apply 4,000 lWacre grain straw and anchor straw by stapling netting over the tap. Mulch and anaoring materials must not be ellDwed to Wash down slopes where lheyr can clog drainage devic.as. Maintenance Inspt and repair mulch frequently. P#efertillze in late wlnterot the follvw- ing year; use soil tests or apply 1601blacra 10-10-10_ Mow regularly to a I�aiglit of 2-4 inchas_ R of e r to Appendix 8_ 02 fo r 6otan ica I names SEDIMENTATION AND EROSION CONTROL NOTES- 1. SEEDING AND MULCHING OR PROPER GROUND COVER WILL BE PROVIDED FOR DISTURBED AREAS AFTER EVERY 1000 LINEAR FEET OF SEWER LINE CONSTRUCTION. 2. SEED BED DEPTH TO BE MINIMUM 6 INCHES. 3. MULCH ASPHALT TACK APPLICATION RATE TO BE 150 GALLONS/ACRE. ST�t�tupON n111f�F S Site Area Description Stabilization Timeframe Exceptions ❑O Perimeter dikes, swales, ditches and slopes 7 days . None G High Quality Water 7 days None Slopes steeper than 3:f 7 days If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. l� Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length. v All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. Table 6.10b Temporary Seeding IBecommendatlonsior Summer Table 6.11m Seeding No. 3P for: Gentle Slopes, Solis with Average or l3etter Moisture Retention, Cooler Sites; High Maintenance Seeding mixture Species Rate (Ib/acre) German millet 40 In The Piedmont and Mountains, a small-s!ernmed Sudangras8 may be subsliluted at a rate of 50 lbiacre, Seeding dates Mountains —May 15 - Aug. 15 Piedmont —May 1 - Aug. 15 Ooastal PCain—Apr. 15 -Aug. 15 Soil amend Monts F'ollowwrecornmendatlonsctsc�lltGMsorapply ,b00lblacregroundagricul- tural limestone and 750 lip, acre 10-10-10 fort iliz€�r, Mulch Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades se; nearly straight can bo used ac a rnulch anchoring tor�1. Maintenance Refortilize itgrowth is notlully adequato. Rowed, re artiiizoalnd Mulch im- madiateiy following ems bn crothor damage. Seeding m1mure Species' Bate {Iblacre) Bland of two turf -type tall fnscuns (90D/8) and two or more improved Kentucky bluegrass varieties (10%) 200-250 Seading dates Best Pori I ble Fall: Aug- 25 - Sept_ 15 Aug- 0 - Oct. 25 Winter. — Feb. 1 - Mar. 31 For qualityturf avoid spring seeding. There grading is corrmplated during late winter or spring, an altornativa is to seed 30 Iblacre Kobe lespedeza, keep mowed, prepare seedbed, and seed a permanent mixture in early fall, ci I amendments Apply lime and fertilizer according to soil tests, or apply 4,000 lblacrn ground egficultural limestone and 1,000 lb/acre 10.10-10 fertilizer. Mulch Apply 4,000 Iblacre small grain straw or equivalent covor of arlothar suitable mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set nearly straight can be used as a rnulch anchoring toad. Maintenance Fertilize according to sail tests or apply 40 Iblacre nitrogen in ,Jan. cr Feb„ 40 lb in Sept., and 40 lb in Nov., from a 12-4r-8, 16-4-8, or sirnifar turf fer- tilizer- Avoid fertilizer applications during warm waather, as this increases stand losses to disease. Mow in a height of 2,5-�.5 inches as nandad_ Reseed, fertilize, and mulch darnaged areas immediately. t Rafe r to Appendix 8.02 for bola+ ical n a ores. CONTRACT SHEET 1 'l OF 1 'I SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. Know what's below. Call before you dig. City of e9 round Loc s I uests COG Water R es i-373-2569 -373-2033 GOOT Traffi -373-2606 COG/Guilfor -373-2084 COG Wate S -373-5855 Tanks/ e GOOT Sto a NPDES General Permit Applies DISTURBED AREA = 0.0 Acres 100% SUBMITTAL ,``IIII1111111,1�, i `p�N.... R��,ji'', Q l SEAL i 036233 i ��'•.4CINEE�••'��•��: /�% •••....... I� 1� 11111111111 SEAL NOT VALID UNLESS SIGNED AND DATED REVISIONS TYPE ROADWAY CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P-05964-07 DESIGNED BY JLM CITY OF GREENSBORO ENGINEERING DIVISION BIRCH CREEK LIFT STATION ABANDONMENT EROSION CONTROL DETAILS - 1 SEWER 201= CONST . SURVEY BY - WATER CHECKED BY DAH K- SHEET NO. OF 5