The URL can be used to link to this page

Home My WebLink About20120894 Ver 1_Site Plan_201210310 N 00 O N 10 to O C 0 r- 0 0 a- s v 0 v 0 a n 12 csi N 0 N O 't) N O N O 3 .a a� s L > U 0 t 3 rn ° a o O � 00 o Uj O w 05¢ O O O w w / .. CC =x 1 Dliu N§ 10 *a] 1 M I 9015m I L vil FMMAI t � , IPA 1 1 t t t • ORANGE COUNTY., NORT11 CAR [1H 0 NI F4 owl L - - M RJ Lab el bmon Rd .3 PROJECT AF A to z r miles v} Hle Field W T l old ck - V VI C I N ITY MAP COUNTY LOCATION MAP NTS CHAIR VICE CHAIR COMMISSIONER COMMISSIONER COMMISSIONER fill ft-1 %-- 3 Lw- j BERNADETTE PELISSIER PAM HEMMINGER VALERIE P. FOUSHEE, �ALICE M. GORDON BARRY JACOBS 'EARL McK]FE STEVE YUHASZ E e .. • IN 9 G ri Robbs Upchurch As, iates engineering planning surveying Southern Pines,,YMIce ii SW Broad Street I Southern e Carolina 28387 • (9 10) 692-5616 (9 10) s` • License Number: 1 CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS. 2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS, 18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, OR 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING WATER SERVICE CONNECTIONS DURING CONSTRUCTION. ANY DAMAGE WHICH OCCURS AS A RESULT OF THE SEWER CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT OF A TEMPORARY SERVICE INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND BEGIN REPAIRS. 4. ALL PIPING FOR WATER MAINS SHALL BE PRESSURE TESTED. IN ACCORDANCE WITH THE DETAILED SPECIFICATIONS AND SPECIAL PROVISIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF ALL SCHEDULED TESTING. Layout Map 3.dwg 10. THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS INDICATING THE ACTUAL AS -BUILT CONDITION OF THE PROJECT AT COMPLETION. AS- BUILTS WILL BE FURNISHED AT OR PRIOR TO FINAL INSPECTION BY THE ENGINEER. SEE SPECIAL PROVISIONS FOR SPECIFIC REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND /OR TELEPHONE COMPANY PRIOR TO THE BEGINNING CONSTRUCTION. 12. THE CONTRACTOR SHALL INSTALL TRACER WIRE FOR ALL PVC INSTALLATIONS. THE LOCATOR WIRE IS TO BE STANDARD 12 GAUGE COPPER WIRE BURIED IMMEDIATELY OVER THE PIPE. LOCATION WIRE CONNECTIONS SHALL BE WATERTIGHT, AND WILL BE ACCOMPLISHED BY USING TWISTER DB PLUS WATERPROOF WIRE CONNECTORS, OR AN APPROVED EQUAL. THE COST FOR TRACER WIRE INSTALLATION SHALL NOT BE PAID FOR DIRECTLY, BUT INCLUDED IN THE COST FOR PIPE INSTALLATION. 13. THE CONTRACTOR SHALL INSTALL CITY OF MEBANE UTILITY SIGN OVER THE PROPOSED FORCE MAIN (LINE FM -1) EVERY 1000 FEET. TABLE OF CONTENTS 5. ALL WORK PERFORMED WITHIN NORTH CAROLINA DESCRIPTION EXISTING PROPOSED DEPARTMENT OF TRANSPORTATION RIGHTS -OF -WAY SHALL BE G.1 GENERAL NOTES SILT FENCE PERFORMED IN STRICT ACCORDANCE WITH THE NCDOT 04 VALVE W1.1 CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT RIGHT-0F -WAY -� - 4- TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. STA: 26 +00 TO - - EXISITNG CL DITCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ► REDUCER/ ENLARGER STA: 0 +00 TO STA. 13 +00 LINE W -2 THE WORK AND ADHERING TO THE RIGHT -OF -WAY EXISITNG FIBER OPTIC E -- E-- ENCROACHMENT CONTRACT SPECIAL PROVISIONS. Q - - - - -- EXISITNG GAS LINE W N WATER MAIN 6. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT IN OVERHEAD ELECTRICAL LINE STA. 78 +00 LINE W -2 W2.7 A WORKMANLIKE MANNER. THE CONTRACTOR IS RESPONSIBLE o W2.8 EXISTING VARIOUS TREES & BUSHES FOR THE REMOVAL AND DISPOSAL OF THE EXISTING ASPHALT. N POWER POLE & GUY ANCHOR FOLLOWING THE INSTALLATION OF THE SEWER LINE AND to S1.1 STA: 0 +00 TO STA. 13 +00 LINE S -1 ACCEPTABLE COMPACTION OF BACKFILL THE CONTRACTOR STA: 13 +00 TO STA. 26 +00 LINE S -1 S1.3 SHALL INSTALL 6- INCHES OF COMPACTED AGGREGATE BASE o LIGHT POLE /TRAFFIC LIGHT WITHIN THE TRENCHES AND SEWER LATERALS IN THE o Os 0 EXISTING STREET. THE CONTRACTOR SHALL INCLUDE THE 0 X X X X EXISTING FENCE COST OF SAWCUTTING, REMOVING AND DISPOSING OF Z SANITARY SEWER S3.2 EXISTING ASPHALT IN THE UNIT PRICE OF ASPHALT EASEMENT S3.3 STA. 26 +00 TO REPLACEMENT IN THE SCHEDULE OF BID ITEMS. PAVING SHALL S3.4 . EXISTING WELL OCCUR WITHIN FIVE DAYS OF THE INSTALLATION, BUT NOT STA. 52 +00 TO STA. 65 +00 LINE S -3 S3.6 UNTIL THE SUBGRADE HAS BEEN PROPERLY BACKFILLED AND m S3.7 STA: 78 +00 TO COMPACTED. FM1.1 STA: 0 +00 TO STA. 13 +00 LINE FM -1 FM 1.2 STA". 13 +00 TO STA. 26 +00 LINE FM -1 FM1.3 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING 0 a- STA. TO STA. 52 +00 LINE FM -1 THE OWNER TO ACCURATELY DETERMINE THE LOCATION OF STA: 52 +00 TO STA. 65 +00 LINE FM -1 FM 1.6 EXISTING WATER MAINS AND SEWER LINES WITHIN THE STA. 78 +00 LINE FM -1 FM1.7 STA. 78 +00 TO PROJECT AREA. THE CONTRACTOR SHALL TAKE ADDITIONAL FM 1.8 STA': 91+00 TO STA. 104 +00 LINE FM -1 CAUTION IN EXCAVATING AROUND THE SERVICE LINES AND STA. 104 +00 TO STA. 117 +00 LINE FM -1 FM1.10 MAINS WHILE WORKING WITHIN THIS PROJECT. ANY DAMAGE STA. 129 +28 LINE FM -1 PS.1 PROPOSED PUMP STATION SITE PLAN TO THE MAINS OR SERVICE LINES SHALL BE THE N PS.3 MISCELLANEOUS RESPONSIBILITY OF THE CONTRACTOR. N MISCELLANEOUS PUMP STATION DETAILS D.1 MISCELLANEOUS DETAILS 8. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING DETAILS D.3 MISCELLANEOUS CULVERTS AND DRAINAGE STRUCTURES AS NECESSARY N MISCELLANEOUS DETAILS DURING THE CONSTRUCTION OF THE SEWER LINES. ANY MISCELLANEOUS DETAILS D.6 DAMAGE TO THE CULVERTS SHALL BE REPLACED BY THE z D.7 MISCELLANEOUS CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. cn DIRECTIONAL BORE DETAILS D.9 SPECIAL CIRCUMSTANCES (I.E. UNREINFORCED CONCRETE PIPE) W d EROSION CONTROL DETAILS D.11 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER EL.1 ELECTRICAL DETAILS EL.2 IMMEDIATELY IN ORDER TO RECEIVE ANY NECESSARY EL.3 ELECTRICAL DETAILS REIMBURSEMENT. 9. THE CONTRACTOR IS INSTRUCTED TO CONTROL SEDIMENTATION RUNOFF BY METHODS APPROVED BY THE cn ENGINEERS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS REMINDED THAT ALL WORK SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE RULES M E AND REGULATIONS OF EROSION AND SEDIMENT CONTROL AS PUBLISHED' BY THE DEPARTMENT OF ENVIRONMENT, HEALTH OZ o M.. AND NATURAL RESOURCES, NORTH CAROLINA SEDIMENTATION o a CONTROL COMMISSION. 0 J - .o . X D m 1 � o � - °oo X 00 ,m f- o 0- oc 0 0� S X Layout Map 3.dwg 10. THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS INDICATING THE ACTUAL AS -BUILT CONDITION OF THE PROJECT AT COMPLETION. AS- BUILTS WILL BE FURNISHED AT OR PRIOR TO FINAL INSPECTION BY THE ENGINEER. SEE SPECIAL PROVISIONS FOR SPECIFIC REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND /OR TELEPHONE COMPANY PRIOR TO THE BEGINNING CONSTRUCTION. 12. THE CONTRACTOR SHALL INSTALL TRACER WIRE FOR ALL PVC INSTALLATIONS. THE LOCATOR WIRE IS TO BE STANDARD 12 GAUGE COPPER WIRE BURIED IMMEDIATELY OVER THE PIPE. LOCATION WIRE CONNECTIONS SHALL BE WATERTIGHT, AND WILL BE ACCOMPLISHED BY USING TWISTER DB PLUS WATERPROOF WIRE CONNECTORS, OR AN APPROVED EQUAL. THE COST FOR TRACER WIRE INSTALLATION SHALL NOT BE PAID FOR DIRECTLY, BUT INCLUDED IN THE COST FOR PIPE INSTALLATION. 13. THE CONTRACTOR SHALL INSTALL CITY OF MEBANE UTILITY SIGN OVER THE PROPOSED FORCE MAIN (LINE FM -1) EVERY 1000 FEET. _ REVISIONS SYM. DESCRIPTION TABLE OF CONTENTS SHEET LEGEND DESCRIPTION EXISTING PROPOSED G.1 GENERAL NOTES SILT FENCE I'll 04 VALVE W1.1 - - RIGHT-0F -WAY -� - 4- FIRE HYDRANT STA: 26 +00 TO - - EXISITNG CL DITCH �> ► REDUCER/ ENLARGER STA: 0 +00 TO STA. 13 +00 LINE W -2 ° `- -` - - - FO- EXISITNG FIBER OPTIC E -- E-- PLUG/ CAP STA. 39 +00 LINE W -2 - - - - -- EXISITNG GAS LINE W W2.5 WATER MAIN STA. 65 +00 LINE W -2 OVERHEAD ELECTRICAL LINE STA. 78 +00 LINE W -2 W2.7 STA: 78 +00 TO STA. 91+00 LINE W -2 W2.8 EXISTING VARIOUS TREES & BUSHES �- CGV- POWER POLE & GUY ANCHOR L J EXISTING CATCH BASIN/ DROP INLET S1.1 STA: 0 +00 TO STA. 13 +00 LINE S -1 S1.2 STA: 13 +00 TO STA. 26 +00 LINE S -1 S1.3 STA. 26 +00 TO -0 LIGHT POLE /TRAFFIC LIGHT O EXISTING PROPERTY IRON Os 0 MANHOLE STA. 0 +00 TO STA. 13 +00 LINE S -2 X X X X EXISTING FENCE ss S3.1 SANITARY SEWER S3.2 STA. 13 +00 TO EASEMENT S3.3 STA. 26 +00 TO STORM DRAIN S3.4 . EXISTING WELL _ REVISIONS SYM. DESCRIPTION DATE TABLE OF CONTENTS SHEET DESCRIPTION C.1 COVER SHEET G.1 GENERAL NOTES AND TABLE OF CONTENTS L.1 LAYOUT MAP W1.1 STA. 0 +00 TO STA. 13 +00 LINE W -1 W1.2 STA. 13 +00 TO STA. 26 +00 LINE W -1 W1.3 STA: 26 +00 TO STA. 39 +00. LINE W -1 W1.4 TA. + TO S 39 00 STA. 45+ 4 LINE W -1 2 W2.1 STA: 0 +00 TO STA. 13 +00 LINE W -2 W2.2 STA. 13 +00 TO STA. 26 +00 LINE W -2 W2.3 STA: 26 +00 TO STA. 39 +00 LINE W -2 W2.4 STA'. 39 +00 TO STA. 52 +00 LINE W -2 W2.5 STA. 52 +00 TO STA. 65 +00 LINE W -2 W2.6 STA: 65 +00 TO STA. 78 +00 LINE W -2 W2.7 STA: 78 +00 TO STA. 91+00 LINE W -2 W2.8 STA: 91+00 TO STA. 94 +96 LINE W -2 W3.1 STA. 0 +00 TO STA. 13 +00 LINE W -3 W3.2 STA'. 13 +00 TO STA. 22 +67 LINE W -3 S1.1 STA: 0 +00 TO STA. 13 +00 LINE S -1 S1.2 STA: 13 +00 TO STA. 26 +00 LINE S -1 S1.3 STA. 26 +00 TO STA. 39 +00 LINE S -1 S1.4 STA: 39 +00 TO STA. 52 +00 LINE S -1 S1.5 STA. 52 +00 TO STA. 62 +87.04 LINE S -1 S2.1 STA. 0 +00 TO STA. 13 +00 LINE S -2 S2.2 STA: 13 +00 TO STA. 21+38.93 LINE S -2 S3.1 STA: 0 +00 TO STA. 13 +00 LINE S -3 S3.2 STA. 13 +00 TO STA. 26 +00 LINE S -3 S3.3 STA. 26 +00 TO STA. 39 +00 LINE S -3 S3.4 STA: 39 +00 TO STA. 52 +00 LINE S -3 S3.5 STA. 52 +00 TO STA. 65 +00 LINE S -3 S3.6 STA. 65 +00 TO STA. 78 +00 LINE S -3 S3.7 STA: 78 +00 TO STA. 89 +90.93 LINE S -3 FM1.1 STA: 0 +00 TO STA. 13 +00 LINE FM -1 FM 1.2 STA". 13 +00 TO STA. 26 +00 LINE FM -1 FM1.3 STA: 26 +00 TO STA. 39 +00 LINE FM -1 FM1.4 STA. TO STA. 52 +00 LINE FM -1 FM1.5 STA: 52 +00 TO STA. 65 +00 LINE FM -1 FM 1.6 STA. 65 +00 TO STA. 78 +00 LINE FM -1 FM1.7 STA. 78 +00 TO STA. 91 +00 LINE FM -1 FM 1.8 STA': 91+00 TO STA. 104 +00 LINE FM -1 FM 1.9 STA. 104 +00 TO STA. 117 +00 LINE FM -1 FM1.10 STA. 117 +00 TO STA. 129 +28 LINE FM -1 PS.1 PROPOSED PUMP STATION SITE PLAN PS.2 PROPOSED PUMP STATION DETAILS PS.3 MISCELLANEOUS PUMP STATION DETAILS PS.4 MISCELLANEOUS PUMP STATION DETAILS D.1 MISCELLANEOUS DETAILS D.2 MISCELLANEOUS DETAILS D.3 MISCELLANEOUS DETAILS D.4 MISCELLANEOUS DETAILS D.5 MISCELLANEOUS DETAILS D.6 MISCELLANEOUS DETAILS D.7 MISCELLANEOUS DETAILS D.8 DIRECTIONAL BORE DETAILS D.9 EROSION CONTROL DETAILS D.10 EROSION CONTROL DETAILS D.11 EROSION CONTROL DETAILS EL.1 ELECTRICAL DETAILS EL.2 ELECTRICAL DETAILS EL.3 ELECTRICAL DETAILS DATE BY .� - (J) r`• a E nn,, c p � t? 4-J cm 5 tl3 to Z � cQ � c �- . .� E m 4) t m _a V � m D to m ® c: E 0 Z J z- <t z U) W W F- F- Z 00 Z 0 J LL < O W W W J z m W Q F F- < a W_ 0 7>_0 W } � W pU Z rj� = m N CL w WW �0 S C/) Z <W> Z M 3:- 10- W Z +O 00 Z W Z m � Q O DATE: MARCH, 2011 DESIGNED: BGL DRAWN: AGP CHECKED: BGL SCALE: AS SHOWN SHEET NO. G.1 cv 00 O U') 0 O O 0 Z 0 0- -6 wc 0 CL 04 0 O. 04 12 C*4 M O 04 O Z 0 ui n V) 9 CL 0 Z Lij >, 9 rn C: L X C) M a- M O x 00 m 0 O 0 li O LLJ m x rn z LLJ 0 0 :E 0 0 OD 0),-' 10 66 m °% O e a, 0 Z x M IL :2 M 0- •CL -i 125 C*4 w (3) c 0 00 OC) 41 00 (L � 0 M < M 4D 0 a- :3 o 0. a- < to - c C:) CJ 2 (L C14 01 C-4 4) z 0 Lij 0 x m < DO-- mi -a 11 42) > x im o CO -j 0 C,J 0 0 c (D (3) RM C 0 0 0 II r W 0� r x :2 CL c) 12 Ci N V) L'i O)o 0 00 0 00 op ah M < ui 0 a) .2 0- O X m 0 9 V) LO 6 X 6 m Q- I-- O W —0 C-4 04 C) (n La rn m ni > 'o o Q- f o °- m i in O C: C 0 0- to C c a- T rn C _3 3: O C co oin w 0 it 0 =x m a) < CA LJ 00 z CN LLJ (3) OD 0o 00 0 CL O M -C < Lij ma 0 O X 0 M �- 5, Q. 9 X rzz m C'4 C-4 CN 0) o U) ii LLJ.21 < rn ai > 0- T 0 2 a. (n 2 a- C 0 0 O c Q. a ic 00 00 0 0 LT If 0 0 -:'� Ld (r =x a- E 0 ,o o z L;j C-4 0) 0 -C 0 CN m3 0 0- r a0 41 0 < to OD 0 0 00 C'J aO C,4 N, C.4 C) "'o -< 0) r 2� 11 0 (n W CN r<- t CL < > O U) (N 41 1 v3 O 00 CP S CL 1 0 00 00 MaM., 0 F3 0 o", ow C-4 N r) m �j 0 x w m I-- C-4 0- I U) (D 00 0 00 0 0 O o 00 0 0 X % .0 CL C) rn 0 LL- UJ x -E 0 z O C.D C-4 't 0-0 CY, 0 e 04 0 r O IL 0 4- CC 0 EL Q) o 9 O 00 00 04 0 uj 0 00 C-4 Cs o C-4 rn Z II 0 V) W ry C) 04 r I .,:t r 9 C*4 0 > Q- 0 (n C14 cn a CY) C Q) -C Wo 0-0 00 c aO 0 C-4 0 00 0 C-4 c N (D N �j 0 X w m C-4 C: 0c) OC) 0 01.11.1 S 01) 0 0 ]1 0 x 00 1-12 CL C) C-) 0 --� W r x E 00 12 o Z 41 0- - (D 75 =� -C 0 o M O 00 00 0 0 OD O O N 0 N Z; 0 Z 1E 0— w U) W C*4 r I < 9 C14 0 0 0 00 00 FL 0 te) 0 00 N O Q) (D 0 "N CL E cn to o 6 z ti W 0) 0— 0 CF C14 0 0. (D � 0 V i- m 3: C 0 Q) M o 0 0 00 to 1-1 0 —0 00 z II Lj 04 a. < (D N O > I- 0 W cli .1 1 C: C14 co wc U) tr 0 00 L- -�- 0-0 0 1�3 00 11.1 C — 00 0 N "', j: 04 0 i x w m C-4 �E U) 00 00 0 0 O 0 r OIl X 00 o 0 ui cr Z x � D O E LO Z O Q N o� O N i � N a m o a` N i m� 0 O" `v 0 / v rn J C v Q � `O 0 0 co N / O O N _O c-, V \ 0 W z it U)o � N Q h LL 4 Q N r 'v= � O > O U) N I v J 3 � -C7 C N � t m t o 3 rn C .D v0 o �0 r y 00 d _ 00 O N N 0 O N N 0 r" rn 3 N -p a �m N O- 1 � l c rn c J.3 c � o 0 a> no 30 r O CA �Q 2 O v 00 oa O 0 00 X 0 rn z- U LT %w .. x r REVISIONS PROPOSED 12" SANITARY SEWER 4 ; SYM. DESCRIPTION DATE LINE S -1 NOTE: -------------- + � y THE CONTRACTOR SHALL MINIMIZE CLEARING IN RIPARIAN BUFFER. THE \ �� +\ MAXIMUM ALLOWABLE CLEARING \ PROPOSED 12 GATE, WIDTH IS 20 FEET. �� SECTION INSTALLED TO THE CONTRACTOR SHALL PROVIDE, INSTALL, AND , \ 1 •' STA 62 +35 W -2 MAINTAIN BRIDGE MATS AT ALL STREAM CROSSINGS \ ��_ NCDOT SPECIFICATIONS + 1 - 16" 90° BEND THOUGHOUT CONSTRUCTION. MAINTENANCE ACCESS w CROSSINGS SHALL NOT BE INSTALLED UNTIL ALL STA 62 +57 W -2 OTHER CONSTRUCTION IS COMPLETE. NO STREAM , \ 1- 16" GATE VALVE+ 1 CHANNEL DISTURBANCE WILL BE ALLOWED WITH OUT 62kfl 0 � APPROVAL FROM THE ENGINEER. C ro A Ar DOT R/W l flk00 F µ ELEV. 671.1!6' 11 DATUM IS NAD 83 (2007) STA 57 +50 W -2 t.�6 - ' N: 8476613.41 0 BEGIN DIRECTIONAL BORE E: k • � 936629:18 0 vo PROPOSED 16" DIP WATER MAIN i w ``l .. �► , 00 PROPOSED TYPE I PROPOSED ,,,.. 5a PERMANENT STREAM to �. • ' �� CROSSING SEE DETAIL 10' CONSTRUCTION ��,�00 SHEET D.9 , EASEMENT .,....�'- , ...-- 5-1+0() " ,,,. -•� NL25K3 �` .•-* I7 EXISTING STA 61+20 W -2 ELEV. 679.79' ,,- ...-�' 6A-60 w" ,,-• ''� LIMITS OF II RIP RAP END DIRECTIONAL BORE o 1 PROPOSED N. 847757.16 ..0 5 "� -*� l/ 0 20' PERMANENT E. 1935911.91 ,.�''` �,., • DISTURBANCE I� 4 \ EASEMENT -.•- 0 +0p �. -�,�'' , �, l WEIGH STATION �, 55 ,rte-'"` - 1 pr RAMP ,,,.• -� APPROXIMATE LOCATION 0 �"' Wes• -''' EXISTING 2" WATER , To EX /STING � 0- % � 0 w -� .-�' MAIN 0 NCDOT FENCE .•', -•• Ar C-A ,. �'''' S3k00 PROPOSED WATER BAR W/ SILT BASIN �,.. w;,=•� (TYPICAL) 2 x 40/0 r ERcTATE mac, o � NT `L 6uCKNCRN RCP 25 0 50 ASR 1 k)3.C�C •• #J —2005 Plan & Profile Sheet WM- -2.dwo 4• •1 ## SCALE IN FEET LINE W -2 #i 59 +00 1 LT !! Folk !l �.,T° — �,,�... '40 /s POLE- A �f S<A1E l F° I NT j�tO ro s F0`' 01 ME . �c .i #I 51+04 i# s•# • M ,, -, d Z° .1 v- � _Q s N- IN 4-J m cm N ._ U) V � to .E `— c 'av _c c_ o. V ID c � V"' D U) m L: TO Z E _ Z • i J UJI 0 20 �t ® ' • t s ° ° • # it CNI i ri ow ii • • i i 00 • • # . i'�'iP +► . . t • � DESIGNED: BGL, • SHEET NO. mt • 64+00 • ## rn E 0- �) 0 - z r 6i r'` Q 0 C,4 0 0 0) 0 C*4 0 co a. 0 A 41 " L- 0 a) CL M 0 5, a CL oo 00 -0 60 OD C'4 C-4 Z it 0— (n w Uj N < C-i > 0 (n CN �, I N O 'R T C14 v o ;-o 0-0 0 OD 0 (00 0 o/ C,4 -F 0 (D CV C3 i> 0 W x w m C-4 L V) O 00 00 0 2 00 6 3: O 00 0 0 X 00 0 0 --� W w r x \ \ \ \ =�"� STA 81+95 W -2 1 - 16" GATE VALVE p . ��\ WOODS STA 82 +00�� W -2 Q 1 -16 X 6 TEE �$X \ \\\ 1 -6" GATE VALVE PROPOSED .�� ° °� ---->> \\ FIRE HYD. ASSEMBLY EASEMENTANENT \\ -i • 1! -' -� -�-� • �-- M •i M • H i-� -i-� -� '%` + = ••-� M -�i -l-1 m - X79 +00 80 00�_ ` N 8+00 � \ 0 84 +00 -85 +00 _ 3 _ WOODS N / BY `Z` _ __. 2 _ pU ._ ._. _ _ _, EIP O O T_ {}7 $AG ` $, � 11* •S9, -, . `"\ ELEV. 669.70' ___ --- _ -11-1-1 _ _ ... __ Z : e( = ti� _ - 10 "-N. 846192.79 _� �• . � •�tr • is • . � ! - _ - • •/J ` • / • E. 1936506, 96 __ _ __ _ _ M = �W ` I I . _ _. I 111.1 . __u STA 78 +26� W -2 �� \ \\ x � m a. c .0 E m V m. L_ m 9 o m 1- 16 45 BEND _ .. `\ _c m _ m a- o a E N __ _ . -11-1-1_ , \\ . \ � \y\ -1.. 11-1_.. _ _ __.. _ -1__1-1-1__. to M . . _1________1____11 _ 1111 -1-111 V) m __ _ .. \ \ _. -11 11 ____ _. .0 109 tip Z 0 L: _ _. .. _ _ E �" � ) i o Q Z STA 78 +40 W -2 _ , _.. _ . _ _ I 11 I N � _ _. BEGIN DIRECTIONAL BORE I t6 _ I x 1 3 _, - . I I O a 690 1 _ __ _ c 1 - - 0 i I vl 01 _. , I - v N 1 11-1-1111 _.. _-111-1. .. ;111.1.. ;,..% __. _ ._. ___ 1_1 11, _._ ...__._ _ - _, .. _ .. -' � I I 00 �'. --- _ 0- N o O 3 a 6 7/__ro� ._ 1 ( 1 `_�_ N J _ d ..,__.._. . ___.._.. :,- ,_ Q� 'v 1111.. Of N .._. � -1-111_ .._.... 1 . . . _ m% 3 -v rn - 685 1 a -1111 11-1-1_._ __ 111-1. �- _. . J . ' .. ...,.._. n m , _ _ J i FL L_ 1 0 ._.._._,. _.. _. ,. -1111._ ,__ _ _1-11-1._. -11 ;1111.. _1-1 -' .. 1-11 1, -1111 ... _—-11 1. v' -.11-11-1-11 _ i 1 ....� _ : 1-1-11 ... ;3 __ -1-111 _ _ .. ...... � � C rn c ` 1 X 1 A , 111-1 _._ . . 111-1. ___ -1111_ _. _ ' 1 1 _. tL -11-11 ... _. J c 3 , . __ . __, __ _ _. ._ ..... .. -, _ _ ... _ y . ,. v Qo _._ _ ._. „_ ....._ _ 11 11 -1" __11_1_ -1 1 .._ -11-11_ 1 1 11,___ _ .. _ • NZ _. ,.. . 11 11. N �- L j 1-11, 1 _ oa _ .. , . _ 1 _ 1 1 _ LO o i • =0 _ - I- . - _ 1- 11 I \ -- - I N / BY .%. "'`,IiI„I,II,,,,, 0 _ O O T_ {}7 ._ __ p� �0 9 '� N O ___ --- _ -11-1-1 _ _ ... __ Z : e( = ti� _ - 10 _ _� �• . � •�tr • is • . � ! - _ - • •/J ` • No 'm-- W in g >"- N E 4' m 1� 8 + __ _ __ _ _ M = �W ti I I . _ _. I 111.1 . __u ___ __. _ z m a. c .0 E +695 V m. L_ m 9 o m . _ .. _ __ _c m _ _ N __ _ . -11-1-1_ ..... __ ,.. __ _.. -1.. 11-1_.. _ _ __.. _ -1__1-1-1__. D . . _1________1____11 _ 1111 -1-111 V) m __ _ .. -0 � 3 _. -11 11 ____ _. .0 109 _ . __ ._ 0 L: _ _. .. _ _ E ... . ... ,__.. .. ... . -11-11_. ___ uj 1:11, I Q Z _ , _.. _ . _ _ a IL) _ v zi _ _. QN _ _ m 2 _, - 0 ° ; V) (D CL E O 0 z C14 0 L;j C-4 0 C14 0 in h al Ol 0 of C14 (D 0 a. (D 0 0 O an 0 �q co 00 LO 0 co C-4 C.4 0 S Z it 0 W ,7— C'4 (D zr_ 0 (D L- > n O to N CT (D in -C V) C:) 0 00 C 0 0 EL-0 00 0 00 N N C4 tst X (D C c 0 co 0 00 0 no 0 W O X % M CL o m 0 tT 0 w --� a, S x a� of 0 E 0 Z w Q 3 ti r if c 0 3 v ai 0 d if a / I N p> C) j N c ,O L C / CF 0 o rn m c L •- m 0 0- 1 N O t 00 v o/ ir O co m 1-1� v o o 0 00 EL / 41 ; 0 ai o 0_ I w N 6 O -gyp N c .- o N D. O M 1 N % rn Z O o cn J W / r C ,x Cf Q L d m 3 > RJ > CA 0 c to 3 w p J 0 c' 00 M o 1 00o 3 O O w O s / (1) S at H v= c 0 v a�3 M c 1 O CL 3 to 0 i m / M 1 C7 c c c C _ c cn J •3 c v � I 0 L �— m 00 �o /o c �- 3 CO � O O o . .- r oII 00 0 a O a� o v O ui / Er X lillllll /111)77fltftl /tell •.0 ... 0.00 ./"1 =C-).W Z° p .� • a Q 1 s♦ lli ,ttjttlti lti ti lilli ui � � N• N � C pp 4-i M C � .>_ end V U) •� " U) ?mom a CM C� 'm � m _a v m TTO t. 3 Z • 1 —auui Tian & Fiore 5neez wm- -s.awg ME rt NO rn E 0 z 6i 0 os rn 00 0 00 0 Q O rn ti 0 w a/ te) te) C'4 O 0 0 CY) to c m 3 E! am 0- 1 mO ,L) co 01-1 cr 00 1-11 -00 Wo 41 Oo a. - o 0 a. te) C*4 0- F) P') C-4 N z 0 V) —J X LLJ > V) O 0 00 O C) 0 in v it 6- C: 0 CL C-4 O 0 X m ch OD r00 C:) tr 0 OD 00 X c) --� 0 LLJ ir r x 0) '- N 0 N M rn 0 CE 0 m 0 Ll m 'v m _0 d D 0 v J CF, at na- Q J N U N U Z N / ~ W sue— Q O Z 0 N 0 / W 0 Q < O ti m�Q m? v C.9 a � J 3 3 ai O L= �1 0 a I m c y. J 0 11 a- 2 °- v r- a- 1 o c r J 0 C W m Z '!q J m N � V) li c rn a 0 � rn rn 3 c v O � .a Q � irn 0 O a � N O_ U W / Lr S X PROPOSED 'PUMP STATION ♦`4 `'�. EXISTING MANHOLE BEFORE CALL ! DIGI 1-800-02-4949 �. 1 0 +00 01001 Plan & Profile Sheet S- 01.dwg �*Imsl MIMI$] r 11 +00 ii UaliYGL rUh9Ll1 r 7 J, h 5 =33.15 S -1 647.91 WOODS 100VI C �v. P ' =¢•tn •_ CD E wm �s 9 1 co c IL o V U z�= a �� o L— I r V y � m E z MLJ r 40 -f • IM 40 40 ii MENw • >< i • i O• i LU • y i • . . • i 1 � Liu ii f < Of 0 • DATE: MARCH, ` 8GL • i CHECKED: BGL SCALE: AS SHOWN SHEET • • ii 75: O CY) O 0 p 4) O CL O n. O O O CT LO rL Q N CJ Z C,4 Of wo 00 < 0 ai 41 cn A LO 2 a- cn C'4 0 0 _j O Z V) ii > 0 cl 00 Irn O ;s 0 00 X co 0 cn 0 U- LLJ w X hk CALL U5,551 ZZ)IA. )U+Ul.1/ Z>—1 MANHOLE #14 N. 846250.05 RIM ELEV. 662.41' STA. 37+43.10 S-1 PROPOSED PROPOSED WATER E. • 19J8758.00 BAR W/ SILT BASIN RIM ELEV. 666.05' 30' PERMANENT LIMITS OF (TYPICAL) .7 ♦ EASEMENT DISTURBANCE PROPOSED PROPOSED 12" 20' CONSTRUCTION too D.I.P. (CLASS 52) EASEMENT SANITARY SEWER 129° 19 ,597 -22-5 .00 oo ow ---17 59'30" �2 08.4 E 102*58'01 - ,w_** *_ "'-0 � *58134" ----------------— WOODS — — • 'qTA -r _rf I - 0*_*** ow-100 MANHOLE #10 9 7 -L79 17 1Q_1 -n 1:10VAQ0611131.9 01003 Plan & Profile Sheet S-01 C) viv C) (y) 1"' 7 jjt VJ 0 W �, C-4 (n uj ) 675 C) CD tV 03 670 cn s o G 00 0-0 7_ < T O M In 665 > > j: tJ F_ 41 92 rn rn 660 z z J O zr_ 2 (D ---- ------ - 655 j 2 11 00 MEN ,k3 0 I w 0 5 0 0 J: 650 W W w cr- IEEE EMIN W 21 >< 00 645 In Z < > > F5 0 w 640 mmmmmmi INN 0 AD- CL F- -0), CL 00 0 X 635 t!)_ 00 w W-0 oci) O U- lei 0 W cr - ---------- - - -- ---- x x MIMI' > 630 z 26+00 01003 Plan & Profile Sheet S-01 29+00 ME 31+00 32+00 33+00 DATE BY I % 000 0 *o 00 :o .'r o. co J --*x- 0 8z 0 0 Of .0 0 138 (D fit' 0 -1= c 0. N *C V 0 L_ 0 C C D m V? co r Ja 8 1� I 0 cf) L: E z ILI C) C) (y) jjt VJ 0 W �, Z ) 675 C) CD tV 670 7_ F_ z z _7 ---- ------ - 00 MEN I w 0 5 0 J: W w cr- IEEE EMIN I w >< 00 Z < mmmmmmi INN 0 AD- CL F- -0), w W-0 11 lei =ME - ---------- - - -- ---- MIMI' q J<w __J 0� m-un Z F- ev W CL W Z mass' �A am (0 D C) 0 ZC) _7_ J: _:A --- --- 0 <w D WO WZ - - - - - - - - <or ---------- �--- A Sw 29+00 ME 31+00 32+00 33+00 DATE BY I % 000 0 *o 00 :o .'r o. co J --*x- 0 8z 0 0 Of .0 0 138 (D fit' 0 -1= c 0. N *C V 0 L_ 0 C C D m V? co r Ja 8 1� I 0 cf) L: E z ILI m C) C) (y) jjt VJ 0 W �, Z ) 675 C) CD tV 670 m mmmmmm_ F_ z z 00 MEN I w 0 5 0 W w cr- IEEE EMIN I w >< 00 Z < mmmmmmi INN 0 CL F- w W-0 11 lei =ME I MIMI' J<w Z F- W CL W Z mass' �A am (0 D C) 0 ZC) 0 <w D WO WZ <or 3:0 DATE: MARCH, 2011 DESIGNED. 8GL PAI CHECKED: E3GL SME- AS SHOWN 1 SHEET NO. S1.3 34+00 35+00 36+00 37+00 38+00 39+00 1: LO 0 ci of 0 C'4 Lf) 0) 0 CL 0 CL 0 LO < 40 C) Z o,--, uj LAJ 0 0 00 0 to m ai a- 4, T U) (D 4- 2 (D d 2 Q. U) 4�:: w rn Z 2> vi > (D c 00 L- X 00 0 0 X 00 o LT C) 0 / w =x cn ci ai cv rn 0 p (D -C 70 2 0 0- :3 0 O m CL O C,4 a CO -j C,J C) V) LLJ zo m as w0 1 0 00 do tr) 0 m (D j: cn Lij 9m CD ai O 0 to T OL (L 2 CL LO U) 0 0 1 z3 w W (D V) ti > C: > LO C" C: 20 Cl x 1 :2 0 CL 93 00 06 0 X 00 to o 0) 0 LLJ It x m a- (0 O O O O 0 O a. m 0 0 0 Q- C-4 (f) LLJ 0) za 00 1-1 W 0 0 OD CL in 0 mm N a- -44�) 04 (D in 2 2 a_ O N CL 0 (L) 0 c C-4 O V) Lij rn z Fn > 0 00 rn .C: 20 0 - x 1 2 0 CL 00 ;5 Irn 0 0 00 -0 X CL O co 0 C-) LT 0 -< LLJ n- r x m a 7- OD N OD 0 N to ti 0) 0 e 0 z 0 fL s U a w T m .a ID r, � _O d a J rn m Q O J Lo < cii N z% Z O W t Q O . " _O N x .,- W O O I- 00 Q 0 h y' m m >_ v cn W 4!� J a M 6 c 3 3 N 0 w I0 L fn CL N o I En N m c � o II a m 0 L c n. a _ N O_ i O c 0 -' ,-' N 3 'a C Wm z 'is J N 0. 3 0 V) 11 h � Z 2, > 'to 0 a L 0 0 c � .c: -R 3 r a O L X m _w O Q to .-- m l II 06 0 r� a 0 to 0 0ti �w ..Ir =x - - - - _____ , \ \ I,, I I , , I I I I I I \ \ SSE �0 \ / - r- \ < I I \\ f / x 11 \ \ GRAVEL TOP OF K _ HOUSE DRIVE CREEK BANK . j \ / I \ T T /` l \ T° TO _- T S T p \ \ S° "' 30' INFUSE RtV ER BASIN {ZONE l} � ? \ wooDS -�-7 -� / / (� T' �° 7 / ( /l 1 7F � I % x I EXISTING _ - \ 50' NEUSE RNER BASIN {ZONE -, I.� / POND - .1. -1- .7.+1- . � 1 l 5' STREAM BUFFER (ORANCE COUNTY} r I _ s - - - - - -- __- - - - - -- - - . - WOODS _ �° " -- - - - -- J / I I l WOODS -- - I I_ x X I . PROPOSED --� x NL68J2 ; ' j SILT FENCE NL63M2 j ELEV 681 .59' GRAVEL x ELEV. 687.14' °' ° N: 845937.16 � o DRIVE MANHOLE #31 MANHOLE #32 N. 845771.98 ' '- .� E 9935842,39 � ' ___ j l L , _, STA. 16 +92.67 S -2 STA. 18 +66.34 S -2 E.• 1935144.77 ` Jy'L i � � RIM ELEV. 689.90' RIM ELEV. 693.39' I 11 rr \ . _a- . �I . / � 1111. woo ow-0 """ i 73.67, x' `k EXISTING . �� 11 /, .• 96 32• k� k FENCE � . . 174 °24'09" ./�. �� -•- 2 1111._ ~�k � WOODS o 0-,-- V �- 161 2 34 ~- i - 1111_ - -� __y�_,,� • •�_ , ,ors -.'^ � 2 7 • EXISTING WELL `'.�"� .�. -,1._ .._ 15.0 0 5g' 97.28' ...- • '' .'r"` TO BE ABANDONED ` `�` ..,.1 1..8;;00'00" -_ -�., . _ \'X�'�- . �--~"' "'-1111. "" 7C° `�� ,, ,.-•• *" •- "` �" LIMITS M ITS 0 F Am-oft- ----,, .1. ,,, 1111. --_.. ., ., • - ,....� DISTURBANCE '40 , 1111 ..-•- "' "j' MANHOLE #30 j4 PROPOSED 30 +- •... -�-.. �,....- �-" ""-" STA. 13 +96.34 S -2 PERMANENT ---.r --m aw_ PROPOSED 8" a� EASEMENT .ft ..-ft. _• j RIM ELEV. 685.88 / PROPOSED WATER PVC (SDR 35) \ ./ PROPOSED 20' BAR W/ SILT BASIN SANITARY SEWER WOODS CONSTRUCTION (TYPICAL) EASEMENT � 1 25 0 50 705 - -- _ _ � 1111. -I _ I - 11111 u.. -1 - � It ,_ _ _, � - _ , - _ j _. I-, _11111 ,_. -1- 11 --,----, _,_ _. , _11111",� __.- _ _, - -1 _ . .. . _ _ _l_111_111__, _. _.. _. w I - __ _.. _ _ _ _ N . _ _ _ . _ _ � _ _ 11 __ 1_:_ _ ... _ . __. _ _ _ _ � __ : - _ _ - -_ _ _ .. ,, . ,. . e _1111 _ .. __.. _ 111-1.111- _ _ - _ -__ _ . _.. ._ _ __ _.. _. _ _ . ._ . _ _ 1111 ____ _ ... _ _ _ _ ., .. _ _ _. __ . _ _ _. _ ._ _-1-1 _. _ _ _ _ ... �_....._. ,. _ ...... _ _,_ 700 _ 1---1.11-- -,._ 1111_. ___ _____ -.._ 1111__. _ .___ � . _ 1111 ._. _. - ._ . 1111.,, _ _ __ , _ _. _ , .. _ - _ ...... _ . _ . _. _ -___ __ . , , __ _ _ _�_ ___ __ _ _ __ 1111. _ _ _ . .. , ._ , _ - _11___.___.___ .11 - . -_ . -- _ -_ __ -_.. 1111_ _. _ .. N _., , .. _ _ I ... .._ �- _ , ___ _,. .. _ ___ . _, �__. _ _ _. _, 11111111 __. .. __ . .., . . -1111. _ 1111,. __ _ �, _ _. . -.. , _ ..... _ �.. . fz _. . _ . f 11_11 1111 _ 1111. 1111 . , _ . . __ _ . _ _ ... _ __ _,. ,._ .. __ , _.. _ 1111_ 1111. ,__ _ ... ._ _ __. _ ..1111___ ..,_ ....... . _ 1111_ 1111 .... ... .. __._. 1111 ._, 1111.,, - 1- _ .... .. _ .._ , _...,,__ _ _. ., .__ 1111 ,, .1111 _ 1111 ,,._._._. _. , _ - , _. ___ _ . ..__-_ , _11_11 . 1111 . _ ., 1111., .. 111--11 _ _ _ ., - - _ , - -- . __ _ __ "I I _ _ _ __ , . __ _. _ __, . ,. _. __... _. _ . _ . _ _ _.. , _ -co - •_. 1111, __ _.._ _ _ . 1111_ _ .. _ _ _ . _ _�. �. _ _ _ _. _ __. .__ _ ._. _ _ _- .._ _ . 1 _. 1111_ __ �._ _.__ , _..w .. _ _ _ _ -. __ .. _, . 1111. _, _ _ _ - _, - .. _. _ 111 1. _. _,,- . - _ ,,._ _.. ,.- __ . -._,. _ ____ N _ . _. _ _, _ _. _ _ _ _... -_ _ .. - -.. __.._ _ . _ _ _ ._ _ ... � __ _N __. _ . , . _ _ . 11 11.._ _ __. _ ___ _-1 ,_ _ _ . _ . . _ . . Q -..S . .. _ _ . _ ._ . _ _. ___ . ._ _ - .__. _ ___ __ _, ,__ . _,_ _ 11_1 ___I ___1__ _ ,.. , . 1111._ .- _, 1111 _ . _, ____ .. _ __ b:. __ . _ . __ -_- . _ .. . _ , _ _. _ 1 _ U7 __ _ -. _ . _ _ , . _ _ . 1- _ 1111 _ . . 11.11_ ._ __ . __ _. 11- - - _.. _+- to_ ,_ _ . _ , __ _ -, _.. _ _._ . _. _ __ .. __ _._._..._._.___.._...___,_ _ . --- ......... ...v._,_..._..,...._ _. . ....__,.. 111. 69 5 _. _ _ _ _, . , _ �- _ , _. __ ___ - __ _ __ 1111. _ __ _..11 11... __ _ . -_... _ _ _ �., _ _ . _ _ _ _ _... __ _ _ _ _ _ _ ._ 11 _ _ _. -_ _ _ . _ ._ _.. _ , . _ _ , , _ _ . _ _ . 11111- , ._. _.__,.._ _ _, .. _ _ 1.1_1.1 . , _ __ 1111_ _ _ _ 11.11. 1111_ _ __ _ _ _ _� _ _ _ . _ _ _ _ _ . 111 1 _ _ _._ _ __. • _ _ __ v __ _ ___ _ _ _ _ _ _ _ __ _ _ . ___ . _ __1.11.1. 1111_ . , _.. __ _ Q �-_ i%i _ . __ _, _ ,. _,_ i t _ __ _ _ __ __ _ _ _ _, _.. . - _ _ _ __ __ __ __ _ _ _ _ _ . _ _ _ . _ __ _. 1111 _ '___,_____,�___" ___ ___..___ __ __ _ __.__ . __ . - .1_,.11 __. ___ -, �.. -�- -. , - _ ___ _._ ___, __ __. ____ __. _ __. ___ �_ . _ __. ___ _ _ _ _ _ _ _ _. __ _ __ 1111 .__ ___ 1111__ _w . _ _ _ _ , . __ __ . _ _ _ __ __.__w ... _ __ , 1 . -__ _ . _ RADE __ ___ __._.__. .. _ . , . _ Y. ___ ._ ... 11 11_ _ _. ,_ _ _ __ . _ _ _ . - __ __ _ _ ___ _ 1_, __. __ _ 1-- __ _ __ _._ . _ _- --- _.. _ _ _ _. __. ---- _� .. _.- - __. �_ . _. -._ __._. _. - _,_-- _ _ ,,, 1_111._ _ _ _.. ,___ 1111 .___ _ -1, ., _, 1111.._ . _ _ LM , -"� -_ __ 1111_. .. ..__ , , , _� .. 1111,.. _ -. ___ , _�__ 1111___ _ .. 1 - 1111 , 1111. _.__ _ �__ _ , , 11 _ . , _, u.,_ _ . ._ _. _. 1111 _ .._ ___ , _._- ., 1111 _ _ ... ... . __ ._. .._-._... . __ _._ _ _ __...._.._ , _ _ _ .__ __ _v1 690 _ _ __ „ . _ - =� _. __ _ _ _ _. _ _ __ -. _ ._ ___ _ _ __ _ __ - _ _�_ __ _. ___ ___ .__ _ ___ 111 -III 111._.. _ _ __ ._........__._ __ _ _ 1 111. . �t I ''I 1 111111 1-1-11-11 I 11 1- 11 ",,-,-,-,--.I 11 -1 "I'll'' lll_l___l1_ 111.111-1-11--l-1--l"l- 11 l_ll.ll I _11-1-11111 --- 1111 i_wm�' � 11-1 -1-1 I—- 1_1111- -l---, - "I 11 ___ I 111 - I I - __ __ - - - I---- 11 I—- - "I I—— I I - 11 _111-11- - 1111_111111 - - -11-1 1____.�IlIlllllllw�_ll___ 6 85 _. . _ _ _ .__ . _. __ __ _,_ _ ___ .._ - _ __ , _ , _ __ _. _ -. , _ _ _ _ __ ,_. 1111_ . _ .. .._... _, _ 111, ___ _ _,.._ _.. _ _.. ._... _. _. 1111__ . _. _ _. _ _ _ __ 1111.,, _. -__ _ _,_.,__ .1111.. ____w_,__ __._._...,,.__, _ 3 1 _._ 1.111. .. _ 1111_ _. .._.,_.___. _. _ � -._, _. ._ . ___, __ _.. _,- _. _._ 111111-111--.1-11 ___ - ,_ 1111 ___ _ __ .. 1 1 11__11_ _1111 .. . . _ . ,. 11 1-1 ... . .. . _,_ __, . .. 11 11_.__ _ _, . 11 1 _ - . .. _...- 1111 1111__. _ _ . 1111 _ _.._..__ _ 1111...1111_ ....._..... ,_.r..__- .._._._. _., 1 --\---" _ .._� _.__ ._. -. _ S .. __.�..._,. _ _ 1 11. _ _ _ 1111__ 11-11-1--_ 1__ 11.1,... , - 11.._1.. _ -,-"----- ,..._.11.1,1__. w _ .. I'll _____ __ �__...._.��1.. 1____ 11-1-- ___ _. _ 1111 , _..� .. .._ o ., _........, _ . __ _.. 1111 , _ _ 680 ___1_11 -1 _ _ 11-1--l-1-1.1111 _ _, __. _ _ ... _ - __ _ . _ __, . _.11.1___1 _ . _, _ _. --- __ __ _ __. _ _ __ _ 1-11--l-1--l- _ ...- ... _ _. __ _ 1111 _ _.. _ _ . __ _ . - _.w ._m ___ _ ,1.1. 1___ _ _. _ 1111_. _ __ 1 _ __._.____ - .. . 1111_ Ill, _ _ __ _ __ __. _ _ . _ __ O R P _ SED _ ,,. _ _ PV _. 1111 _._ __(Sid 1111 - -_ __35) _ .u_. _ . 1111 _ 1111_ __ .. _ _ 11 I -, I - 1-111 - 11111-1 111 1-1 � 1-1 1-1 11 - -, "I I - I—' -:-l-,: �,:-: __, __ ,,,, .... ... -,- ". ,,-,--, __ _7 - __ , ,,---,, -,------ � --- - ---- -- - 675 _ __. .. _..... „_._. _. _ . _ ___ ._ -- -. -111 1 _ .. . - _-_1 11.1 .. , - .._,__ _11.__11...... _ .. ........._ ,_. ._. _ .. 11 - _ _- _. _ ___, _._ .11.11__. .. _, _..___.._ _ _ _ __ . ,___ ___,____ _ . __. 1111__ 1111_ _ __.. 1111 .._.._.� ... _.. _ __ _... _...- _ . ___ 1111.._ _ Pvc 1111 _ SAN• _..- , , , 1111... _,.11 _ E�. S _ __ ... -... _ _._ � __, ... -_ ...o___. 2 - 1111 __ _ . . -__ , 1 _ _, _ _. _ _ _ _ 1____11.1 _. 111_1_. ____ ____ 1111__ . , __ 1111. . _ 1111.. . 1111... _ _ . 1111. � . 1111_ __. _ _ __ -_._ , _ 1111__ .. __ _ _ 111 1 _� _ 1111 _ _ _ _.. 1 1 1111 �. 1111. _ _w_ _ ___ ._. -. _ _ _ N- t- may. __ _ _ 111.1 _ 111 1 .. _ . _ _ _. _. _ _ __ .. _ _ __. ___ 1111. _... _. .,.. __ __ .. _ _. _ � _11-- . _ _ _ __ _,,_. _, _. w -._, __ _ - _.. , ., 111 1 1 .....__ -.. . _. � _„ ,._ 1_._ _. .. __ _. ._ - ,_ ____ . 1111__. __1 ___ .-_.l__ _._. _._._._ _ 1 _ -_ _ _.. __, _ - - _ __._ - _.. ..._._...._ _, _ _. -1111._ . __.._..... _., . , ... ....�_ 1111.. 1111 1111. _ _ . 1111_ _ _ . ,.. _. . 1111. _ . __ __ _. _ _. _ . ___ _ _ .._ _ �__ - 1111_., . _ . , . ._ .. _. _. _ 1111 .. __._._,..,...__._, __�- _1:1_1_ ........... _ ... ..__ _.,,_ . _ . «, . Imo, .. .__ « _ _ _ . ..._..., _ __- ,. _ .__ „_ -1111, __ .. _ 111 1 ,. 1111. _ ._ _.. 1 111_ 1111.. 1111 , .. _ 1._111_ _ _ . _ -_ -__. _.. 1. 111 ___ ___ _ .._ , .. _ . __._..._._ _, _. 1111_. _._ , _ .. w.. _ 1111 670 ___. _ _ ... _ -.11111111-11- _ , . _.. _.,. _ _ _ . 1111. _ _ _ _ 1111. , ._. _.. _ SO _ _ „ _ _ .. ... _Z_ 1111 . . _ _ _.. . ,_ _ _ _ _ _ _ __ . 1111. _ ._ ,.. .., _ _.. . _ 'l— ._ _ ._ ._ _ , 1111___ 1 1111_. . _.l _ -_. . 1111 _. . _, , 1111. . . 1111__. . _..__.., ... ...._._. .1111 . , __ _ Z 1111. _ _. _ _ _ _ _ . , _ _ ___ _. _ _.., _ 1111 _ -, _ _. __ - , --. _. , - .. 1111 -, ,. _._ - __ 1111 ___ . _ - , _ 1.111 .____r� _ 1 _11 ., .,_..�_. •111 .. 1111 1111_., __ _.__ 1111. ...__.._ . . 1111, .. ____ __ 1111... .. _.. _ .. ,. .. __....___...., _ -1111_ _ ., _._. _ _._ 1111 . _.._._.,. .,....._ -. .._ __ .,. , �. 1111_ __ ._ _ _ ... , .. - -,. _ .. ,_. -_ . -.. . , ___ 1111 ,_. _ . 1111. _ . , - -- . _ - _ . _ - . ._ _ .. ... _ . __ _ .__ .. ,.. _,. .. , _ ..._-_�,_ 111 . - -1 1111,..._. _ 665 .._ . - __ w_ - _ _ _ r _ . _ __ _ _ _ _ ___::A _ _ _ _ _ _ _ _l___ _ _ , _ _ __ - _ - _ _-,I,-_, , _ -1- -, _ __ _ _ _. I1 _ -_ . __. _ _ _ . _ _ _ .., __ __ . _ .. - 1-1 a _. _ _ �_ _ , _ _ .. _ - . � _ „ _ ., _ _ - _ - . _. _ _ _ _ -- 11 11111 _ _ _ __ _ _ , __ __ __ __. _ _ _-_ _ _ _ _._ > __ _ __ _ _ _._ „ __ . __ _ _ _ __ _ _ - - _ __- . _ _.. _ _1-. _ _ _ __ _ _ _ _ __ _ _ 1111 _ .. -1-. _ _ _ __ __ _- . _ _ _ __ _ _ _ _ _ _ _ . _ _. _ . 6 60 _ . _ - __. - 1_ - _ _ _ _ _ _ _ _ _l . n �, _ _ �__ m 1 _ ._ _ _ _ _ - - _ _- _„ _l ... _ __ .. � w _-__ _ . a ...... . 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 N I -r) V) O M 0; M a) a mm wixfs MANHOLE #31 STA. 21+38.93 S -2 RIM ELEV. 699.03 r 2=1 I SYM. _ - - # ii . ii `,,1``llllii tt /111:,.,.':',"",,, ;�'� P .•° •1111. .yy,�` J O, i �C'4 • �'r� • ` =� • O V' • - = U: Q N _Z i Q 2 ,,, ,. I .1 'JrI /,7,1„11,!1`1 (A 0 8fl N E c 0 .5 §38 P. s a /-1-J G m •- N��^ V - d��v o m V ... U) I - to m I Zmt < °- l rn a� _c c V r_ L m o c V_ t .� - a im- V CL (n m -0 1 .0 §0 L: _ .8 Z c 8 J • i 40 ii f i i f r i # # i � v # #i f • i f f I DATE: MARCH, 201 1 # i t • ®,- .. I SCALE- AS SHOWN # #i i S2.2 EXISTING PUMP STATION l ll �l ll " REVISIONS EXISTING I SYM. I DESCRIPTION A0, CALL BEFORE YOU DIG! 7 cq Dig�Safely. 1. 800-632-4949 o NORTH CAROLINA ONE-CALL CENTI rk LO rn 0 r_ 0 "a M 0 ,all 0 >s 9 1 N tO JR; < 610 C,4 V) �,, LLI Lo 605 V 0 tn Of t,J 0 z -0-) 0 00 1-11 (5 u') 600 o tit 595 0 0 ZF_ 000,0 1 (n a. 0- v 590 2 � 2 CL Q. o (n 0 585 LLJ Zi (D <. 580 -- ---- - 575 .c: v 2 ocy', in X 570 LO 00 CL LT 0 Ld x 565 0+00 03001 Plan & Profile Sheet S-03.dwg 1+00 2+00 5+00 6+00 7+00 ALI m . % s 0 (n r= 198 4_j m N C4 m a go u (3 0 (n cn 2Z 0- C S IL C4 r= V im- c— C U (n 0 L: E Z 0 C) co cy) I U) U) W 0 Z C) C) U) M OD 12 OD 0 LO 0 O 0 O 0 a_ 0 rn o A oQ of c) C,j LLJ 0) za 0— U) w--' L,J 0 1 0 co <= 1-1 n to a0 m (f) L;j 41 1 C9 9 :2 4- -J 2 0 2 a- N w U) ai > c > 00 O ('S X 00 �o CL o 00 o rn co %LL. w af x FUTURE ROADWAY (N.I.C.) MANHOLE #51 STA. 28+87.96 S-3 RIM ELEV. 614.37' OKI** PROPOSED WATER BAR W/ SILT BASIN (TYPICAL) X52 179.34'25" PROPOSI PERMAN[ EASEMEl 100K MAI ST/ aj c*4 In RIIV cy) I i A A k It se%i r— 11 tr to 0 0) 0 e 0 7 J__ I O m 70 W 41 0 CL I D \i/ 0 00 a- 't _71 4 0 < 630 60 03003 Plan & Profile Sheet S-03.dwg 4 27+00 28+00 25 0 SCALE IN FEET LINE S-3 C) C) 20 U) -------- 1 11-1-1. - cq U) N cy) cy) - ----------- ---- ------- I (/) U) ------ ----- 625 0 33+00 34+00 35+00 36+00 37+00 0 UJ 0 00 1-11 C) ............. < 0 630 C ) 18020 '0 co _7 9 . . .. .... . 615 625 0 z;__ U) 620 r- 610 29+00 ...... . 31+00 -J LO Jd z z 0 cn . ...... .. ... 605 615 0 W W 0 > < Z cn WT z 'V) 610 0055 Zj (D L 600 0 > c J, > E! (D 3; of Z 595 0 0 1- x Z 3: 605 CL 0 0) 0_ LLJ Z CO r) 0 UT OX ------- --- v w L2 0 Ld ----------- of 600 ry (D Z ---------- --- --- 03003 Plan & Profile Sheet S-03.dwg 4 27+00 28+00 25 0 SCALE IN FEET LINE S-3 1111113 11 Oy 0 CALL REVISIONS BEFORE YOU DIGI SYM. DESCRIPTION DATE BY Diq�Safely. 1-800-632-4949 NORTH CAROLINA ONE-CALL CENTER (j) E Qi 8 44 V C.4 of so U) IL U) s. IN ES a. 0 'OPOSED SILT NCE (TYP.) E z TERTIGHT) .3 m3no :3 TOP OF CREEK BANK - ----- - ----- C) C) -------- cy) cy) - ----------- ---- ------- I (/) U) ------ ----- 0 33+00 34+00 35+00 36+00 37+00 C) 630 C ) . . .. .... . 625 U) 620 29+00 30+00 31+00 32+00 1111113 11 Oy 0 CALL REVISIONS BEFORE YOU DIGI SYM. DESCRIPTION DATE BY Diq�Safely. 1-800-632-4949 NORTH CAROLINA ONE-CALL CENTER (j) E Qi 8 44 V C.4 of so U) IL U) s. IN ES a. 0 'OPOSED SILT NCE (TYP.) E z TERTIGHT) .3 m3no :3 TOP OF CREEK BANK - ----- - ----- C) C) -------- cy) cy) - ----------- ---- ------- I (/) U) ------ ----- 0 33+00 34+00 35+00 36+00 37+00 C) C) cy) cy) I (/) U) 0 W C) 630 C ) . . .. .... . 625 U) 620 z z .. . ...... .. ... 615 0 W W 0 > < Z 610 0055 0 J, 3; of Z Z 3: 605 0_ LLJ Z r) 0 UT ------- --- v w ----------- --- 600 ry (D Z ---------- --- --- LLJ 0 595 DATE: MARCH, 2011 DESIGNED: BGI- DRAWN: AGP 590 CHECKED: BGL scAm -AS SHOWN SHEET NO. S3.3 ------- 585 38+00 39+00 EXISTING WELL TO BE ABANDONED a f N M PROPOSE[ �, ♦ FENCE (T) t�► � i 0 N / _ O) / a 0 m � 0 d T C Q A Oy m O 801 a- 0 3 J N m N 635 N .- r Z �V M W Z 6 630 (n wo O <� m 6 625 L;; v _ 620 _ _ _. . a o i J) a w -nom �_ 615 � o� c o M Q. , _ _.- cn 6 610 _ _ w 605 CD.- c _ _ 03004 Plan & Profile Sheet S- 03.dwg 41 +00 42 +00 mill i fi 43 +00 44 +00 45 +00 \o1 T�HE�CONTRACTOR SHALL MINIMIZE CLEARING' IN RIPARIAN BUFFER. THE MAXIMUM ALLOWABLE CLEARING WIDTH IS 30 ,FEET IN ZONE 2 AND 20 FEET IN ZONE 1. W 1.11 BEFORE CALL • DIGI :0r4•49 NORTH CAROLINA SYM REVISIONS DESCRIPTION CON5S I HUG I ION 15 COMPLETE. NO 5IREAM, CHANNEL DISTURBANCE WILL BE ALLOWED WITH OUT APPROVAL FROM THE ENGINEER. Illy-Al mat-0 TERTIGHT)-----e01 -3 w 630 o�;� •.mod - >\1 """ ""'frrj,,,r�ttt „t, 0110” a�NE qt 8 4-J ' Cm � Cm� .� s+• _a 0 c w$ � z� T o. 04 tV m o co c- u m —°- 0- a tl� m 0 I` _ E z i -+1 U) - W J 620 W j Q 615 c\1 W 3rnOf Z i -+1 U) - W J 620 W j Q 615 c\1 W 3rnOf Z _j _j N < 640 MANHOLE #64 MANHOLE #65 STA. 55+72.48 S-3 :STA. 56+71.46 S-3 RIM ELEV. 622.38' - — - — - — - RIM ELEV. 621.07' 98. PROPOSED 20 .44, CONSTRUCTION 157*59'54" EASEMENT Ile PROPOSED WATER *** #0 1 160*58'07" t1AK VV SILT BASIN (TYPICAL) 01 o PROPOSED TYPE I LIMITS OF PERMANENT STREAM DISTURBANCE CROSSING SEE DETAIL SHEET D.9 NOTE: THE CONTRACTOR SHALL MINIMIZE MANHOLE #63 CLEARING IN RIPARIAN BUFFER. THE STA. 52+39.90 S-3 MAXIMUM ALLOWABLE CLEARING WIDTH,-.,-, RIM ELEV. 626.88' IS 30 FEET IN ZONE 2 AND 145 41 } 23 oY 20 FEET IN ZONE 1. NL6JJ11 ELEV 616.92' N. 844J67.76 40 E. 1925500.32 NOTE: THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN BRIDGE MATS AT ALL STREAM CROSSINGS THOUGH OUT CONSTRUCTION. MAINTENANCE ASSESS CROSSINGS SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION o IS COMPLETE. NO STREAM CHANNEL DISTURBANCE WILL BE ALLOWED WITH OUT APPROVAL FROM THE ENGINEER. xws ri _j U 9cp 0 N3 * % no I-. C-A 8 r= N +j 0 M so 0 C-4 M (n z _c c rL C14 ES :00 _c 0 D (0 M 635 E Z 0 _j Z z in 0 0 W 0 00 CE to 0 W, 12 w 0 w ry p 41 630 w > < (n Cj Z Q 9 co n N 625 0 W W 0 0 z;'_' 0 0 Z v) _j 1 s V) 620 CO m 00, ------ 10- a I- - __ _j _j N < 640 MANHOLE #64 MANHOLE #65 STA. 55+72.48 S-3 :STA. 56+71.46 S-3 RIM ELEV. 622.38' - — - — - — - RIM ELEV. 621.07' 98. PROPOSED 20 .44, CONSTRUCTION 157*59'54" EASEMENT Ile PROPOSED WATER *** #0 1 160*58'07" t1AK VV SILT BASIN (TYPICAL) 01 o PROPOSED TYPE I LIMITS OF PERMANENT STREAM DISTURBANCE CROSSING SEE DETAIL SHEET D.9 NOTE: THE CONTRACTOR SHALL MINIMIZE MANHOLE #63 CLEARING IN RIPARIAN BUFFER. THE STA. 52+39.90 S-3 MAXIMUM ALLOWABLE CLEARING WIDTH,-.,-, RIM ELEV. 626.88' IS 30 FEET IN ZONE 2 AND 145 41 } 23 oY 20 FEET IN ZONE 1. NL6JJ11 ELEV 616.92' N. 844J67.76 40 E. 1925500.32 NOTE: THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN BRIDGE MATS AT ALL STREAM CROSSINGS THOUGH OUT CONSTRUCTION. MAINTENANCE ASSESS CROSSINGS SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION o IS COMPLETE. NO STREAM CHANNEL DISTURBANCE WILL BE ALLOWED WITH OUT APPROVAL FROM THE ENGINEER. 03005 Plan & Profile Sheet S-03.dwg sm ®® III 57+00 V_ CALL ..ORE YOU DIGI �jg p �Safely. REVISIONS sym. DESCRIPTION 40 LF OF 36" STEEL CASING TO BE BORED AND JACKED NOIF-T" CAROLINA ONE-CALL CENTER UNDER EXITING CREEK MANHOLE #66 STA. 58+14.89 S-3 RIM ELEV. 620.50' PROPOSED 40' PERMANENT EASEMENT ow-01, too 400�' aw-00 -0*_000' MANHOLE #69 STA. 63+76.07 S-3 was 176* 3'*9' PROPOSED SILT 158-23911 RIM ELEV. 638.39' FENCE (TY T IS 116.7 F�NE ING .6 141'30' 16 "„ • A 'I%Ar. MANHOLE #67 STA. 60+80.25 S-3 RIM ELEV. 635.20' 25 0 50 SCALE IN FEET 1K1r7 Q_'K W • 171*30'21" /1-1/ '/11 /'_1/ x /1-1/ MANHOLE #70 NL48K7 STA. 64+92.78 S-3 ELEV 632.82' RIM ELEV. 640.21' N. 844156.58 of E. • 19265OZ 15 ................ I ........... 01 HOLE #68 62+41.93 S-3 EXISTING ELEV. 633.77' ROAD C14 00 0 rry N co r- c6 0) 0 V) + (0 0�* r- (0 1 + V) (0(0 _j W ry to 0) M M11*01=1 xws ri _j U 9cp 0 N3 * % no I-. C-A 8 r= N +j 0 M so 0 C-4 M (n z _c c rL C14 ES :00 _c D (0 L: 635 E Z 0 _j Z z in 0 W 0 00 to W, da w 0 w ry p 630 w > < (n Cj Z 9 co n N 625 W W 0 0 z;'_' 0 Z v) 1 s V) 620 00, ------ ou Z F- '.60 L. 0� CL W Z CL c (0 D n. to V) 0 615 Q) 0 c n 0 < w Ld 610 c W Z < > 605 00 0 L_ x 0-0 C4 0 6 0 X 600 DATE: 00 0 ch DESIGNED: BGL 0 O LL_ Li IV CHECKED: BGL m: x 595 SCALE- ASSHOWN 52+00 03005 Plan & Profile Sheet S-03.dwg sm ®® III 57+00 V_ CALL ..ORE YOU DIGI �jg p �Safely. REVISIONS sym. DESCRIPTION 40 LF OF 36" STEEL CASING TO BE BORED AND JACKED NOIF-T" CAROLINA ONE-CALL CENTER UNDER EXITING CREEK MANHOLE #66 STA. 58+14.89 S-3 RIM ELEV. 620.50' PROPOSED 40' PERMANENT EASEMENT ow-01, too 400�' aw-00 -0*_000' MANHOLE #69 STA. 63+76.07 S-3 was 176* 3'*9' PROPOSED SILT 158-23911 RIM ELEV. 638.39' FENCE (TY T IS 116.7 F�NE ING .6 141'30' 16 "„ • A 'I%Ar. MANHOLE #67 STA. 60+80.25 S-3 RIM ELEV. 635.20' 25 0 50 SCALE IN FEET 1K1r7 Q_'K W • 171*30'21" /1-1/ '/11 /'_1/ x /1-1/ MANHOLE #70 NL48K7 STA. 64+92.78 S-3 ELEV 632.82' RIM ELEV. 640.21' N. 844156.58 of E. • 19265OZ 15 ................ I ........... 01 HOLE #68 62+41.93 S-3 EXISTING ELEV. 633.77' ROAD C14 00 0 rry N co r- c6 0) 0 V) + (0 0�* r- (0 1 + V) (0(0 _j W ry to 0) M M11*01=1 • • xws ri _j U 9cp 0 N3 * % no I-. C-A 8 r= N +j 0 M so 0 U) cn z _c c rL C14 ES _c D o L: F_ E Z _j • • 59+00 60+00 61+00 62+00 63+00 64+00 85+00 � ' F_ Z z pop, w 0 w ry p w > < Z co n N W W 0 Z Z F- 0� CL W Z (0 D n 0 < w W Z < < cl� 0 DATE: MARCH, 2011 DESIGNED: BGL CHECKED: BGL SCALE- ASSHOWN SHEET NO. S3.5 59+00 60+00 61+00 62+00 63+00 64+00 85+00 � ' REVISIONS CALL SYM. DESCRIPTION DATE BEFORE YOU DIGI DigSafely. �`'�► `" _ 1. 800 - 632.4949 NORTH CAR NA ONE -CALL CENTER • -_ �,. MANHOLE #76 EXISTING STA. 77+71+84 S -3 FENCE N, RIM ELEV. 652.61' j X45 GRAVEL _ � �p . 177.06'33" PROPOSED 40' \ DRIVE .141'43'28" ._ ^"�' 108.30' 14" 1 EASEMENT T PROPOSED 20' EXISTING \� CONSTRUCTION FENCE, • �.� '' EASEMENT,,.,,' - °r ay,.� `� • \ �'� ` ' I MANHOLE #74,,. + _ STA. 74 +42.15 S -3 �--\ .► oO MANHOLE #70� —,&�-_ STA. 64 +92.78 S -3 0� O RIM ELEV. 640.21' \ \ ELEV. 634. I N. 844175.91 1926661.64 � \ o \ \ GRAVEL Q DRIVE ° 0 _N to 0 ti 0) 0 CE 0 !n Q 0 a_ v s m 'd 0 0- D 0 J d Ot t� Q if) C1 Q 660 � U N U Z - _ Q O) � z 655 0 Q 0 r m 650' 0 U) W N m v 9— d' rn 645 (IJ 1 0 Ent .._.. ._._ _.. _�. _... 640 •v= J o �I o O M Q. `n 635 :. or o-I to c L0.21 z rn %� 630 .U) 00 625 cp 3. rn 77 0 X 620 U CS 0 O p ui W _ of 615 65 +00 03006 Plan & Profile Sheet S- 03.dw< LIMITS OF / ' NL 1OK6 MANHOLE #75 ' rnSTA. 76 +98.13 S -3 DISTURBANCE �,►�'� /, ELEV. 647.26 PROPOSED WATER 170' 16' 13" N. 844601.92 RIM ELEV. 652.02' BAR W SILT BASIN � . ''r '� D6 �� ' E. 192 74 72.32 172' 19 27" (TYPICAL) �. . / 2° •''` r/ �• � " i os WOODS EXISTING 00 167'43 35 e '�.► FENCE r. 0" I' „ft 00.0--0' .0- 0' � PROPOSED SILT oy 18 8 0 • '�. s .� FENCE (TYP.) ' 146' 13'44" 65.0 _ -c- r� j1 J MANHOLE #71 STA. 68 +92.78 S -3 RIM ELEV. 642.69' 11 MANHOLE #72 STA. 70 +73.62 S -3 RIM ELEV. 645.45' � ilF.� oL oy i 0 25 0 50 ,- -''�0, MANHOLE #73 SCALE IN FEET STA. 72 +38.69 S -3 " -e0j. LINE S _,3 RIM ELEV. 67348.27, 73 +00 WOODS , ,X IWtell] WOODS GRAVEL DRIVE r1*7216111 M I �} (0 t ca ••f �i pll" V`aat� t.ees.e.e �.�i . 6. IJ .p �. .•�.` ''�lltJlliiit till\ 1\ E tLi c co V U) zit V m E c o c a, �• a V CL Vi m 0 L: E Z J �r i 76 +00 77 +00 78 +00 1 1 MANHOLE #79 WOODS WOODS STA. $3 +43.38 S -2 PROPOSED 20' RIM ELEV. 662.35' ,�-�" ..-w" i`''`ce►.. CONSTRUCTION .. . EASEMENT MANHOLE #78 STA. 82 +26.30 S -2 A-7 .0 6 169.4422" MANHOLE #81 r o RIM ELEV. 660.91' { - --- — Y STA. 86 +22.38 S -2 150'51'21 " RIM ELEV. 663.18' r° / 133.3 ' s° oe- rO9 PROPOSED WATER / .145 °07' 12" a tO TOP OF c° BAR W/ (TYPICAL) ELEV BASIN NL9K5 113 °02'42" Y 1 0 O CREEK BANK ELEV. 659.92' N. 844799.78 E. 1928106.66 w Y LIMITS 0 F EXISTING DISTURBANCE / °/� EXISTING O1 01 ° ° 48" RCP � FENCE �tl / MANHOLE #80 r �► "� ��J� STA. 84 +89.05 S-2 2 RIM ELEV. 663.45 PROPOSED 40' � �o� " PROPOSED WATER PERMANENT 35 LF OF 30 STEEL CASING BAR W/ SILT BASIN EASEMENT �� TO BE BORED AND JACKED , `. (TYPICAL) ♦ �� °ov °� WOODS UNDER EXISTING CREEK i 5 WOODS \ ' 1 so 00 00 " � O PROPOSED SILT 170-23'26"" TOP F - FENCE (TYP.) ,I CREEK BANK Q WOODS ♦ / y °' MANHOLE #82 O STA. 88 +22.38 S -2 L0 / RIM ELEV. 665.84' \ N PROPOSED 25' o PERMANENT . • MANHOLE #77 NLBK6 STA. 79 +16.97 S -2 o , ELEV. 652.34' °y RIM ELEV. 654.15' N. 844789.12 °y a E. 1927556.92 108.30' 14" v o EL ' WOODS 0 J Q N Q 675 _ NV _.. .. _. _. \ w cn; 670 w o 0 to �Q 665 ;_ 660 _ -. 4 o _ _ _ _ n.._....__ (D i 655 ell 650 c w rn 645 V) n' .- .-Sul a a _ � �P��. � _ 18 "� � e _ _. N: S W. R4 al 640 P0 SED 18" .w - -. AfTA RY SE ER�_ _ 0 CL 635 _ o r� g cp cr rw z x _ z 630 - . --- 78 +00 79 +00 80 +00 81 +00 03007 Plan & Profile Sheet S- 03.dwg EASEMENT , ` O MANHOLE #83 \ STA. 89 +75.65 S -2 WOODS RIM ELEV. 673.06'' \ PROPOSED 20' CONSTRUCTION EASEMENT Y N 00 r•� I i0 a [ui 1 11001) W T � S REVISIONS DESCRIPTION DATE I BY CALL BEFORE YOU DIGI Dig Safely. 1.800 -632 -4949 NORTH CAROLINA ONE -CALL CENTER 1� -i•-+ m C4 N .8 7 V °' � O� to •� �'' U) a � _ m C–c c_ V � � � � o c � .c V D cn m E z J O 00 - I / ^W/ 675 -J a 00 670 I-- U) EXITING 00 7/ "I R/i RAP STA. 1+35 FM-1 1- 10" 90' BEND �o LF OF 20" STEEL CASING d40 TO BE BORED AND JACKED UNDER EXISTING ROADWAY V 0 STA. 1+85 FM-1 I Z BEGIN DIRECTIONAL W F— BORE Ill! ill/ ll STA. 3+65 FM-1 END DIRECTIONAL BORE GRAVEL DRIVE EXISTING 41k 72" CMPS Z mcz 01 I GRAVEL DRIVE UNNAMED TRIBUTARY TO SEVENMILE CREEK ZOPOSED 10" NITARY SEWER 4E S-1 04 ♦ It 16 - m to +10 — 04 +00' 2+00 3+00 4+00 I DESCRIPTION CALL BEFORE YOU DIG! Dig'%Safely. 1-800-632-4949 NORTH CAROLINA ONE-CALL CENTER N -T E: U0PON LOCATION OF EXISTING UTILITIES THE CONTRACTOR SHALL MAINTAIN 3 FEET OF CLEARANCE BETWEEN THE PROPOSED FORCE MAIN AND EXISTING INU U I ILI I ItS. IF THE tY%FUZ:otU LOCATION PREVENTS THIS CLEARANCE, THE CONTRACTOR SHALL COORDINATE WITH THE 6' MIN. GRA VEL OWNER AND CITY OF MEBANE TO DETERMINE DRIVE POTENTIAL RELOCATION OF FORCE MAIN. PROPOSED 10" LIMITS OF DISTURBANCE C900 - CLASS 200 FORCE MAIN (BETWEEN EDGE OF GRAVEL PAVEMENT AND NCDOT DRIVE RIGHT-OF-WAY) 1 25 0 50 SCALE IN FEET U E FM f 5+00 6+00 7+00 i ", oi Toll S C) �o to • a�N E •-0 0 it C4 C4 co 0 m m .. CA s w V 0 �;a I rL 8 a 5 +00' 2+00 3+00 4+00 I DESCRIPTION CALL BEFORE YOU DIG! Dig'%Safely. 1-800-632-4949 NORTH CAROLINA ONE-CALL CENTER N -T E: U0PON LOCATION OF EXISTING UTILITIES THE CONTRACTOR SHALL MAINTAIN 3 FEET OF CLEARANCE BETWEEN THE PROPOSED FORCE MAIN AND EXISTING INU U I ILI I ItS. IF THE tY%FUZ:otU LOCATION PREVENTS THIS CLEARANCE, THE CONTRACTOR SHALL COORDINATE WITH THE 6' MIN. GRA VEL OWNER AND CITY OF MEBANE TO DETERMINE DRIVE POTENTIAL RELOCATION OF FORCE MAIN. PROPOSED 10" LIMITS OF DISTURBANCE C900 - CLASS 200 FORCE MAIN (BETWEEN EDGE OF GRAVEL PAVEMENT AND NCDOT DRIVE RIGHT-OF-WAY) 1 25 0 50 SCALE IN FEET U E FM f 5+00 6+00 7+00 i ", oi C) S C) �o to • a�N E •-0 0 it C4 C4 co 0 m m .. CA s w V 0 �;a I rL 8 a 5 I Z W F— ES C) —i CD •m CD .c IL V 6601 F- c/) < 3:0 L: E z MARCH, 2011 :3 ml C) C) U) F- (y) LLI w Z ca W l<w z 0 r W n z ww 0 0- — wz 0 Z < W F- U) LL W F— 665 C) —i CD CD 6601 F- c/) ml mo U) F- LLI w Z ca W l<w z 0 r W n z ww 0 0- — wz 0 Z < W F- z 0 F- 0 F>- 0 ui Z < 3:0 • DATE- MARCH, 2011 ----------- DESIGNED: 13GL CHECKED: BGL SCALE- AS SHOWN SHEET NO. FM1.1 rn 0 V Z O O O O �0- 00 O O m Lil M 0- 0 Z 0 :2 C.4 LL- C) 0) O 404 Z 0 ul LL- c 0 < Q. -0 0 0 0 O 7 LL- < C: in -J O it 0 N s- 0 04 C*4 cq 0 T < c > a U) w 0 T IN 0 > 0 LL .r- V) O IC S C%j > > (D G U- CD CJ N U0 al 3:: 20 0 x -0 co 00 0 x 00 111-13 CL F:) 01) C) LLJ ry rn n. .1 J Q _U U z ! N t,J C9 Q O_ 0 O 00 LO a O m Q w m Q a- d- rn �t 3 N 'O 00 O O z N 2 r LL- o n o °z L Q. 3 L d U y= IY LO a. m r O h O N CL r ry w 0 r ° t � g LL- (D Q c J M tt t0 N O r L N *- 4 r N t O N > Z U � W Q LL- Qc J A m � � 3 N 'L7 > c a. m J �- t rn h 3 i -° N O > t a� Li _ v 1 m U- L N C = J OL c a ° 1 °' c ° I � h O 0 O a>i r r i U- c > J 0) r � � c U- a� c a J ! c % CD rn v a� tQ o � rn rn 3 c v '3 v O x O a o'°+ o° a o � C) rn UO Lm / w cr r X rn a J v z w 4 i 0 i O O 00 0 h O i S d M a. Q, � 3 of N Z ,B O 2 N V O O z c rn v 3 CL � m v Q a. m� � I a� h �t O N n r N 3 � O J t U Q c N M O .- n_ o t N C.4 t O Z� �- Wt QLL_ Qc J m a1 � 3 CD > a cn d J t ¢, h 3 t .O N O > U- 4) U- t (n W S = J O a. a �a a t CL h O N O N /w r� 1 h � t 1.1_ s- G > J N r � �o c% � tcl v 'v� L � rn m 3 c v 0 x C' r, O n w t� O O 0 n. O O O v+ p ti / W Z X ,NOTE: THE CONTRACTOR SHALL INSTALL CITY OF MEBANE UTILITY SIGN OVER THE PROPOSED FORCE MAIN (LINE FM -1) EVERY 1000 FEET. 60 LF OF 20" STEEL CASING ( WOODS LIMITS OF DISTURBANCE (BETWEEN EDGE OF TO BE BORED AND JACKED ` PROPOSED 10" GRAVEL ` PAVEMENT AND NCDOT UNDER EXISTING ROADWAY I GRAVEL C900 —CLASS 200 DRIVE FORCE MAIN DRIVE \ RIGHT —OF —WAY) PROPOSED HORSESHOE INLET PROTECTION (TYP.) .. 6 N ltu -..,_ i- �- �.-�.� �-M-� a�- ai- �'� -+•� a�- �-M- i..� -�-� r� -�-,r ' - - - .....';�;� `�- M- .�...�- rr -a•a IW r �:��_n.- ---� v- '► �� : ',ms's•- ` �� _, . titl� �� L ; i ' • Q l - ai�:�.t • � . �j��i"'�'q,�� 1 � ._..14 51 665 39 +00 01004 Plan & Profile Sheet FM -01. OF{ 24" �T EEL I CASIN G 40 +00 41 +00 45 +00 REVISIONS SYM. DESCRIPTION DATE BY CALL 1` ,',',,1 {111111171If7fI /Jf'''',, co 1111y1,'`'`'```` (n a�Nc_ -F% .m 0 " N fl . � s -g i U CAI •c U) Z 0 V Em :3 m �w S m -- °- i� D U) m TO t` i E Z J 0 10 /N L ! 1 w I LL 0 W [�— \ Z /r 710 j m cy) 705 OF I OF{ 24" �T EEL I CASIN G 40 +00 41 +00 45 +00 REVISIONS SYM. DESCRIPTION DATE BY CALL 1` ,',',,1 {111111171If7fI /Jf'''',, co 1111y1,'`'`'```` (n a�Nc_ -F% .m 0 " N fl . � s -g i U CAI •c U) Z 0 V Em :3 m �w S m -- °- i� D U) m TO t` i E Z J M, J 0 10 /N L ! 1 w I LL 0 W [�— \ Z /r 710 j m cy) 705 M, J Lu MEMO 0 1130 ui ww MEN Z CL LLJ z ■■� ��1 nn ■C�i� DATE: MARCH, 2011 CHECKED: BGL SCALE: AS SHOWN 47+00 48+00 49+00 50+00 51+00 52+00 rn a J C) c) z Ld w a 0 i 0 0 i 0 h 0 a i r■ W Q g d- of N 3 M � CD .� N O Z O g O\7 N O 0 Z u- O 0 3 a -o am -o w= Q o L- 0- m� v i q) h 1 O N a r r ci O r LL- J g Q c N O) O 1 O ra N •- a i �h N { � N O Z N O� � w { r Qw a c Q r i -0 3 O > c O 8 (n 0- to to i h 0 I 'p N 0 > { N u- _ 0 i s a� o c ri o 1� c O { ah 1 LO :y O, O a>i r r h g { w N N c > 3 g c ti rn to c o J � c v � ,° ° v'�i rn o n x o m A O O 03 x 0 o 0' O r . o LT w ..a =x #A k "kj • NOTE UPON LOCATION OF EXISTING UTILITIES THE CONTRACTOR SHALL MAINTAIN 3 FEET OF CLEARANCE BETWEEN THE PROPOSED FORCE MAIN AND EXISTING UTILITIES. IF THE EXPOSED LOCATION PREVENTS THIS CLEARANCE, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND CITY OF MEBANE TO DETERMINE POTENTIAL RELOCATION OF FORCE MAIN. • • SCALE LINE FM-1 Y Y Y Y Y" 1 F:•�• E :• NORTH CAROLINA ONE -CALL CENTER PROPOSED 10" C900 — CLASS 200 FORCE MAIN REVISIONS DESCRIPTION 0 co TEL PEDk Q W Z G G" - GAS r � ALL J OVER ET. 01005 Plan & Profile Sheet FM- 01.dwg WE -wl i 725 _U° Z•a =yam DATE BY 1 Ai i i i • i i s • cii r• a E C pp 4-J (� N C LL U) 0—i to Z a rn aC4 E� V •� a. MARCH, u D m ► ► .� i E Z CHECKED: J WE -wl i 725 1 Ai i i i • i i s • DATE. MARCH, ► ► .� CHECKED: -® SCALE- AS SHOWN SHEET • rn a J J Q U_ U Z N LLl C9 Q / O OD O O m / O O m Q S Ii! C� Q N O e6 Z 02 Cq p\j Gi O p _Z C _N v 3 LL- 0- a � N Q O d m � 1 1 1 O N ry Q r N O > 1 J S� LL � N d- •II O N O r s.. N r \ h 1 \ T1 Z � O w Q u a. Q c A m � p 3 N > C a (n a 41 N r J 1 3 -0 N O > 1 N O U- s U (n N m J L c d _O n C r O ( ar- � N O r O O N r I j U- N U C > J N r 3 1 � c U- 0' N N C J / C / S` C d U N ti- N Li 03 ,-"6 c v .3 E! 0 D -0 O � 00 O OD r n O rn 0 L Lai .. CC S X CP 0- Z r V) Ld 0 0 00 I--, LO 0 m M a- M ai M 0 Z O C14 Lj- 0 o (31 0 Z 0 co U- 0 0- c < a_ m � 70 4) 0 C-4 0 T J:2 LL- < c �2 O Ta V� 0 1 N C*4 04 0) W1 m Qa > 0 0- 9 T all- 0 > U- _j 2 0- o 143 CL I- > ii CD .S 0 ly yrn U- (D c C O L 00 00 if 00 0 x 00 :9 .1-1 QL F3 of C) pi 0 U- Um, x a J U z to LLJ Q 0 00 / 0 0 00 / L0 0 d w Q M °- rn N 3 a -v ai 0 �z 0� 0 0 z M rn a. v � m ac o CL m7 0 t m r� I O N CL O O J S� Li Qm C J dam- tl to m O - N r r "-, 1 N -- .y Z m 0 Vr L', I QLL- 0- c J m � m � y C a 41 d N r J ( I -p N 0 y I m Of Li _ 0 I m u- s u- V) m m c J O C L- _v 8 a c = a i n. 1-- o 0 r y o m / ir I n M { u- N m '- c r 3 I � c LL 9 U) c .J / c % 0 tcI m rn v m � m � o rn 3 c -0 3 d O 0 O ra 0 0 X 03 / .n r a 0 rn U 0 L S X NOTE: UPON LOCATION OF EXISTING UTILITIES THE CONTRACTOR SHALL MAINTAIN 3 FEET OF CLEARANCE BETWEEN THE PROPOSED FORCE / MAIN AND EXISTING UTILITIES. IF THE EXPOSED LOCATION PREVENTS THIS CLEARANCE, THE / CONTRACTOR SHALL COORDINATE WITH THE OWNER AND CITY OF MEBANE TO DETERMINE POTFNTIAI RFIOCATION OF FORCE MAIN_ t� 91 +00 92 +00 93 +00 n & Profile 'Sheet FM- 01.dwa 94 +00 95 +00 i OWN R � 0 Q MEN Emmolf"s V �d 100+00 101+00 102+00 103+00 104+0t, 740 J o 0 00, 735`x„ i • 01001,11, 75 Z so a-08- 94 +00 95 +00 i OWN R � DATE BY cn W(o cn C atiNE +j tLi E. 114 V G •r !!. of o. .� E� V m . - m — °- U C D tm 3: 1 O 0 co L: E Z 0 Q MEN V �d 100+00 101+00 102+00 103+00 104+0t, 740 J o DATE BY cn W(o cn C atiNE +j tLi E. 114 V G •r !!. of o. .� E� V m . - m — °- U C D tm 3: 1 O 0 co L: E Z ME! 0 Q V �d LL W die 740 J o V I 735`x„ ME! t i • 75 Z i 00 i 0 DATE: MAR �DESIGNED: B r L IIDRAWN: ® �■ CHECKED: :G ■s SCALE- AS SHOWN SHEET • • • • • 4:1) CL z uj O 0 0 00 O O 1-11 U') m 190 O r-) 0 uj z Cq LL- 0) 041 0 z rn 0 0- 0 0 O T 00 -J O it to O Qom. cq 0 CN N 1�1 — 0) 2F 0 W T Qtai M > (n CL 9 T rnr 0 > cr (D _j O a- o I a- a- an I, O ir 1 LL c 0 4) t0 O a x 00 00 0 x OD 0 W < ir T- X rn 0 Z 1-1 V) Lij O O 00 0 0 00 LLI M ti C5 'o Z 0 LL. C-4 / rn 0 z IL ai >1 2 a. 41 O a_ > 4) 0 % 9 M 4) a. N7 Lo 0L- a. 0 1 04 r, C.4 0) 0 L,J Q Li < > 41 0 > W U- V) - 0- o M. ull C - 0 1 0- r- C 1 4 O > U- > g c u- SDI c U to L2 c "0 o X 0) 00 trn 0 00 00 x o 0 LL- LLJ w x r `\ 1 DUKE ENERGY SWITCH !! �� GEAR FOR SCHOOL El 00,x. \ EXISTING -FENCE � TO BE REMOVED EXISTING GENERATOR \ TO BE REMOVED 1 sp EXISTING CONTROL 1 '00 CENTER / � v TO BE REMOIVED' ,, LANDSCAPING' x EXISTING CHEMICAL I FEED SYSTEM DER ' TO REMAIN REPLACE >( EXISTING MANHOLE I STA. 0-53.12 PS -1 I ____ ---- RIM ELEV. 647.21' I �-- --- ---- ' PROPOSED 12" � � CHEMICAL FEED D.I.P. (CL 52) �� GRAVITY SEWER, MH #PS1 STA. 0+12.00 PS -1 % STA. 0 +00.00 PS -2 RIM ELEV. 649.50' \ , PUMP STATION STA. 0 +00.00 PS -1 RIM ELEV. 649.25' PROPOSED - ,o CONTOURS rROC PROPOSED YARD l ` HYDRANT, METER AND BACKFLOW ASSEMBLY SEE SHEET PS.4 F r_ EMERGENCY PUMP CONNECTION 'EXISTING / AIR RELEASE VALVE I TO BE ABANDONED PROPOSED SILT FENCE r� EXISTING N EXISTING 6" FORCE MAIN RIP RAP o TO BE ABANDONED EXISTING GAS MAIN a ODD f °° ---' M _ 'i �--'" �� M M..��. o / - --� M — - 645.00 — — -, -- _ ° •. .SU J 0- °0 In ■ SV9 ■ IN WEST TEly, ROA � ■ o p � ■ C1� U Z 90 Oi 3:16 V p c 00 6/ ao W4 CL a rn 10 20 PROPOSED SITE 20 SCALE IN FEET o E - C � x =x TTHEECONTRACTOR SHALL SAW CUT AND REMOVE EXISTING ASPHALT AROUND PROPOSED PUMP STATION. L,JDUKE ENERGY EXISTING EXISTING 8" PUMP STATION GRAVITY SEWER TO BE ABANDONED EXISTING MANHOLE ss STA. 1-x-32.32 PS -2 RIM ELEV. 655.05' PROPOSED 8" PVC (SDR 35) GRAVITY SEWERTill EXISTINGYARD HYDRANT TO BE ABANDONED PROPOSED 15' SWING GATE ABC STONE (SEE NOTE) PROPOSED NATU RAL GAS GENERATOR NOTE: THE CONTRACTOR SHALL PROVIDE AND INSTALL ABC STONE INSIDE FENCED AREA TO A CONSOLIDATED F DEPTH OF 8" EXISTING 6" FORCE `MAIN TO BE ABANDONED Q 0 EXISTING WATER MAIN _�_ s o svo — svo svJ M M SVO SR 44 PLAN I � 1 Proposed Pump Station Site Plon.dwg 655 LINE PS -1 0 +00 ! ! REVISIONS SYM. DESCRIPTION ! DATE BY L „LLtLllttl / "' �v. P , `V •N Q• �y� Q N) LINE PS--2 665 177-_", J_ • i 1 z� -f ii 660 ._,' �.� m i_ •. to x i 1 655 � MARCH, 20111 DESIGNED: BGL 7� � . 1 CHECKED: _BGL �'''', o to u3 FE _ t - i GR Al w 65V _. i. - _ _ __ _ �r I : _ [�.. _ . 645 _ .r:_ i 640 L _ ,, .� ► ._ _ :.____.�. �._ �,�I� .. [ i .Ob .. I . 635 630 625 0 +00 1+00 • �.. i t • i cc s y 0 a. s 1 tL ., co • t LZ i i 1 II� i i SHEET N0. PS.1 • i 1 ii COD i 1 11 DATE: r MARCH, 20111 DESIGNED: BGL CHECKED: _BGL �'''', SHEET N0. PS.1 a M m 0 N 0 0 0 Ln 0 a U m 0 a na 0 0 n 0 a N i6 N N 0 z 0 mA 9 m q a 0 m 0 0 a E n o 0 a ° CL E m 3 0 0 i d 0 s flo 0 COAT ENTIRE WET WELL INTERIOR W/ 100% SOLIDS EPDXY SYSTEM FOR CORROSION RESISTANCE JUNCTION BOX RIM ELEV. 649.25' ULTRASONIC TRANSDUCER COAT ENTIRE WET WELL INTERIOR W/ 100% SOLIDS EPDXY SYSTEM FOR CORROSION RESISTANCE INVERT ELEV. 633.90' HIGH LEVEL ALARM 633.75' LAG PUMP ON 633.50' LEAD PUMP ON 632.75' PUMP OFF 629.55' ALUMINUM LADDER LOCATION SHOWN AS REFERENCE ONLY ■ �J aa.- •b' . :i. A w� •a w v 48" SQUARE CONCRETE PAD EMERGENCY JEMERGENCY PUMP PUMP CONNECTION CONNECTION •.:. = e - . 8" GATE VALVE + ° .- --:.• r d, A • s •w 9 E 8" GATE VALVE r 8" CHECK �- VALVE '° 8" 90' BEND 4. O ° ° ° �° tJ1WY� 8 "X8" TEE ° - a ° GAUGE ASSEMBLY t • a ,...: e • w •` °. GRAVELLY HILL PUMP STATION 6" S.S. VENT PIPE PLAN VIEW W/ S.S. SCREEN 4" PVC CONDUIT it e - ., . J• • , 4. .= 6 "X8" REDUCING 90' BEND r a. = 10' -0" - 8" PAINT WETWELL PIPING W/ COAL TAR EPDXY El I 3' -0" x AIR RELEASE VALVE 8" GATE VALVE - = 8" CHECK 4' 8" D.I.P. VALVE PIPE a .'a Bl W •,, . . a •4 8" 90' BEND 8 "X10" REDUCER PROPOSED I— 8 "X8" TEE WATERTIGHT HATCH 8" GATE VALVE AIR RELEASE VALVE 8" 90' BEND PAINT VALVE VAULT PROPOSED CAST ALUMINUM PRESSURE BLOWER ]PIPING W/ EPDXY (230 V 60Hz 3 HP) . 4 co co �l00 •� I I A. PERMANENTLY' MOUNTED TO TOP OF WET WELL 10" FORCE MAIN 8 "X10" REDUCER 8 "X8" TEE " 12 "X12" CONCRETE d - . • : OUT RAILS W/ INTERMEDIATE SUPPORTS PER MANUFACTURER'S - RECOMMENDATION : 0 1' 2' 4' 81 t: "__dCONCRETE WET WELL AT FULL SCALE: 3/8" = 1' -0" (10' -0" INSIDE DIM.) 8" ED 13 a • �a . 1 � 12" 1 1 '•"6 xr .a..4•'. 'tit •:t. : de +.. 10" ! NO PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS. THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS, WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A CAPSULE ANCHOR 24" COMPACTED STONE BEDDING BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND SHALL BE SUITABLE FOR VIBRATING EQUIPMENT. PROPOSED 72 "X48" WATERTIGHT ALUM. HATCH 4„ e . w4 . I. 4 +f R _ x x X: x x x x x x x x + x x x :'. x x 6" S S VENT PIPE �■■=l7 PROPOSED 60 "X48" WATERTIGHT ALUM. HATCH PROPOSED 24 "X24" WATERTIGHT ALUM. 6 "' HATCH a: > 0 0 ♦ 4 4w _ s' -0" s' -029 Do W/ S.S. SCREEN GRAVELLY HILL PUMP STATION COVER PLAN VIEW NOM THE CONTRACTOR SHALL DETERMINE THE BEST LOCATION, SIZE AND CONFIGURATION OF THE WATERTIGHT ACCESS HATCH BASED ON PUMP LIFT OUT ASSEMBLY MOUNTING REQUIREMENTS. PUMP STATION DESIGN 12 COMPACTED STONE BEDDING PIPE SUPPORT W/ CLAMP 288,000 GPD 4" PVC SCH. 40 DRAIN TO TOTAL DYNAMIC HEAD 139.38 FT FORCE MAIN SIZE WET WELL WITH FLAP VALVE FORCE MAIN LENGTH 12,925 LF 6" D.I.P. 745.00 FT VELOCITY AT PUMPING RATE 2.50 FPS PIPE 21.15 MIN. PUMP ON TIME 2.96 MIN. STAINLESS STEEL LIFT OUT CHAIN N�� OTE; >./ C t m ALL FASTENERS, SUPPORTS, BRACKETS AND 3 "X3 "XY4" S.S. ANCHORED TO ALL OTHER HARDWARE LOCATED IN THE WETWELL BOTH ENDS FOR PIPE WET WELL AND VALVE VAULT SHALL BE SUPPORT SPACED 10' MAX. OR STAINLESS STEEL UNLESS OTHERWISE AT EACH JOINT. ONE SUPPORT NOTED. MINIMUM z STAINLESS STEEL LIFT s J d - . • : OUT RAILS W/ INTERMEDIATE SUPPORTS PER MANUFACTURER'S - RECOMMENDATION : 0 1' 2' 4' 81 t: "__dCONCRETE WET WELL AT FULL SCALE: 3/8" = 1' -0" (10' -0" INSIDE DIM.) 8" ED 13 a • �a . 1 � 12" 1 1 '•"6 xr .a..4•'. 'tit •:t. : de +.. 10" ! NO PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS. THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS, WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A CAPSULE ANCHOR 24" COMPACTED STONE BEDDING BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND SHALL BE SUITABLE FOR VIBRATING EQUIPMENT. PROPOSED 72 "X48" WATERTIGHT ALUM. HATCH 4„ e . w4 . I. 4 +f R _ x x X: x x x x x x x x + x x x :'. x x 6" S S VENT PIPE �■■=l7 PROPOSED 60 "X48" WATERTIGHT ALUM. HATCH PROPOSED 24 "X24" WATERTIGHT ALUM. 6 "' HATCH a: > 0 0 ♦ 4 4w _ s' -0" s' -029 Do W/ S.S. SCREEN GRAVELLY HILL PUMP STATION COVER PLAN VIEW NOM THE CONTRACTOR SHALL DETERMINE THE BEST LOCATION, SIZE AND CONFIGURATION OF THE WATERTIGHT ACCESS HATCH BASED ON PUMP LIFT OUT ASSEMBLY MOUNTING REQUIREMENTS. PUMP STATION DESIGN CRITERIA PUMP STATION DESIGN FLOW 288,000 GPD PUMP CAPACITY 500 GPM TOTAL DYNAMIC HEAD 139.38 FT FORCE MAIN SIZE 10 INCH FORCE MAIN LENGTH 12,925 LF FORCE MAIN HIGH POINT 745.00 FT VELOCITY AT PUMPING RATE 2.50 FPS PUMP OFF TIME 21.15 MIN. PUMP ON TIME 2.96 MIN. ELECTRICAL SPECS 30, 460V, 50HP HIGH LEVEL ALARM 633.65' LAG PUMP ON 633.40' LEAD PUMP ON 632.40' PUMP OFF 629.90' NOTE: CONNECT EXISTING CHEMICAL FEED LINE TO PROPOSED VALVE VAULT 3/4" SCH. 80 PVC CHEMICAL FEED LINE FROM CHEMICAL STORAGE AREA 3/4" TRUE UNION BALL VALVE 1— 90' BEND PVC UNION 3/4" PVC UNION 3l4" TRUE UNION CORPORATION STOP BALL CHECK VALVE W/ METAL TO PLASTIC TRANSITION ADAPTOR FLOW DOUBLE BALL I TAPPING SADDLE 10" FORCE MAIN ■ ■ • i i SHEET NO. p S.G r-� t-" ove • P d� .v�=^ t`1 =vim~ V • �` ,' `,`� lllllllllii/iill \11 l�ii, U) im ERNE +Qi 2 cV Q V!'zm o. C4 L t0 O >./ C t m _LL Q. z � s J • i i SHEET NO. p S.G r-� t-" 2 1 2 " BOLT PROJECTION z CD STATION BASE CONCRETE PAD DRILL HOLE DIA. AS REQ'D. BY EPDXY MFR. 3/4" DIA. THREADED ROD —SET IN RAWL FOIL FAST EPDXY OR EQUAL ANCHOR BOLT DETAIL M 0. N of M t0 O _N 0 O CF 0 f? • 0 CL m 0 1 0 IL s 0 U M OD N FLEXIBLE CU STRAP TO BE ATTACHED TO GATE FRAME (TYPICAL) Z w m _ NO. 4 BARE CU GROUND WIRE, WEAVE THRU FENCE FABRIC i CONNECT TO TOP STRAND OF BARBED WIRE, FLEXIBLE COPPER STRAP, i GROUND 'ii BOTH SIDES OF DOUBLE SWING GATE ---n �IIII .O• ...y IIIII� 5/8" DIA. -10' LONG SOLID a COPPER CLAD STEEL GROUND :a a ROD DRIVEN FLUSH INTO q GROUND TYPICAL = :4 2' -0„ 0 6 ral in _0 ax .o 0s eQ cn CL ac o= c CLa _C X 3� O 0a 1 N of ao it ox as o �w / It =x Proposed Pump Station Details.dwg i r GRINNELL PIPE CLAMP FIG. 103 OR EQUAL a D, d a d 14H ' P . H SS ADHESIVE CAPSULE ANCHOR (TYP) 3/8" DIA FOR 3/4" TO 3" PIPE 1/2" DIA FOR 4" TO 8" PIPE PIPE SUPPORT DETAIL TENSION WIRE CHAIN LINK FABRIC TYPICAL El PRIVACY SLATS W/ WINGS SEE DETAIL SPECS. 3 STRANDS, 4 POINT BARB WIRE (TYPICAL) .% nFli 20' -0" 12' -6" 12' -6" °: -a WALL PENETRATIO CORNER POST CAST OR CORE DRILL HOLA PER MFR. REQUIREMENTS PIPE DIAMETER a i MATERIAL . - FLOW rr rii [sit] i' CONCRETE WALL t N.T.S. 2— PRESSURE GAUGE ASSEMBLIES REQUIRED ON DISCHARGE LINES NUMBER AND SIZE OF HOLES AND DIA. OF BOLT CIRCLE IS TO FIT STANDARD ANSI 125 LB. FLANGE DRILLING — SEE PIPE MFR'S DIMENSIONS 4 — 7/8" HOLES BOLT CIRCLE = O.D. PIPE FLANGE + 2 1/2" MIN DESCRIPTION�m 4 Y2" GAUGE SNUBBER DIAPHRAGM • ii PROTECTOR COCK —]BRASS AND NIPPLES AS • i • & GAUGE ASSEMBLY N.T.S. DRESSER STYLE 38 FLEXIBLE COUPLING OR EQUAL LOCK NUT AND 2" WASHER TYP. EA. END OF 3/4" 0 BOLTS PIPE: FLANGE BOLTS ARE TO EXTEND THROUGH FLANGES AND THRUST RING (OMITTED FOR CLARITY) < L__j CARRIER PIPE AS SHOWN ON PLANS O.D. PIPE +1/2- 2 — 3/4" PROJECTION TEEL PLATE THRUST RINGS. DRILL 7/8" 0 THICKNESS TO BE AT LEAST AS HOLE TYP. THICK AS PIPE FLANGE THRUST COLLAR DETAIL N.T.S.; v> • U) am�ryNr 4-J CM cm 3 =m O `. V1 ? C I � c a V m •a i s ! °• V •• i t CAI m ' `ii i • i O . r Z •■ , i.i 3M)m i •,• `i i J � 0 i Lei I IN 'ii co 20' -0" 12' -6" 12' -6" °: -a WALL PENETRATIO CORNER POST CAST OR CORE DRILL HOLA PER MFR. REQUIREMENTS PIPE DIAMETER a i MATERIAL . - FLOW rr rii [sit] i' CONCRETE WALL t N.T.S. 2— PRESSURE GAUGE ASSEMBLIES REQUIRED ON DISCHARGE LINES NUMBER AND SIZE OF HOLES AND DIA. OF BOLT CIRCLE IS TO FIT STANDARD ANSI 125 LB. FLANGE DRILLING — SEE PIPE MFR'S DIMENSIONS 4 — 7/8" HOLES BOLT CIRCLE = O.D. PIPE FLANGE + 2 1/2" MIN DESCRIPTION�m 4 Y2" GAUGE SNUBBER DIAPHRAGM • ii PROTECTOR COCK —]BRASS AND NIPPLES AS • i • & GAUGE ASSEMBLY N.T.S. DRESSER STYLE 38 FLEXIBLE COUPLING OR EQUAL LOCK NUT AND 2" WASHER TYP. EA. END OF 3/4" 0 BOLTS PIPE: FLANGE BOLTS ARE TO EXTEND THROUGH FLANGES AND THRUST RING (OMITTED FOR CLARITY) < L__j CARRIER PIPE AS SHOWN ON PLANS O.D. PIPE +1/2- 2 — 3/4" PROJECTION TEEL PLATE THRUST RINGS. DRILL 7/8" 0 THICKNESS TO BE AT LEAST AS HOLE TYP. THICK AS PIPE FLANGE THRUST COLLAR DETAIL N.T.S.; i ! 0 1 i • v> • U) am�ryNr 4-J CM cm 3 =m O `. V1 ? C I � c a V m •a i s ! °• V •• i t CAI m i O L: r Z 3M)m 8 J i ! 0 1 i • J i • i W i s ! •• i t i i 0 i co ! i A E'' DESIGNED: 13 GL CHECKED: BGL� „� SC&E- AS SHOWN J m CL 0 M 0 N 0 0 0 0 ao a mT •O 0 a o� O U Ot N M OD N c" 0) z 0 a °d mT a 3 -O Of O m � O N O O wC n X W 0'00 ro m 00 n0 0.0 c � o= o N n� 3 e m r s mX 3 F- O F 0 10 4 j � Il 00 i o�o_ 0 x `Li1II SEE SHEET PSA O. ! HYDRANT 1 .. r 12" MIN. FROM TOP OF METER TO TOP[ OF METER BOX NER fUNE RADIO METER (ONLY IN GALLONS) "l> 0 FORD 2" DETER SETTER Y #VBHH77 18SHC -11 -77 > 4 !f afa Im VALVE --- BOX /COMER '✓ 12" TO MAIN z IF UNDER - - - m PAVEMENT p Station Details.dwg 4 / FLOW SEE DETAIL BELOW 2" MCF 2" DOUBLE STRAP BR( SADDLE (FORD STYLE WITH 2" NIPP ;E MAIN (�`j BRASS i •!k I - 6" 6" cc tv 18' 4° MIN. 2" MCF CJ Q u Lv u u it BR►CX)CS0000Oact0000000 BRICK METER BOX TO NAME BRICK SUPPORTS WITH 4" OF WASHED STONE. 3' -11" IT.J 2" STRAINER 12' 2'* CUT —OFF VALVES HOTBOX MODEL HB2S ti-- INSTALL �tREADED POWER SUPPLY UNIONS ABOVE BY PROPERTY OWNER CONCRETE PACs FOR REMOVAL � FLOW 4" WASHED STONE —2. SEPARATION CONCRETE PAD _ FEBCO RPZ BACKFLOW VALVE ASSEMBLY MBX- -5 CAST IRON METER (825YBV) BOX W/ HOLE IN LID FOR RADIO READ ANTENNA 2" MALE COMPRESSION �— FITTINGS (MCF) 2" DUCTILE IRON GATE VALVE 2" OPERATING NUT (200 P.S.I. WATER WORDING PRESSURE) F6103 BY CLOW NOS 1) COMPRESSION FITTINGS ONLY, NO FLARED FITTINGS. 2) RPZ'S TO BE TESTED ANNUALLY. PROVIDE COPY OF TEST TO CITY. • TREATED TIMBER BORDER . 24 "x24 "x6" DEEP #57 STONE SPLASH PAD 3/4" HOSE BIB WITH ANTI - SIPHON DEVICE r� r 6 "x6 "x48" TREATED TIMBER POST - TO SUPPORT HYDRANT ♦ A j •a A- A- d a 36" � r PLAN REVISIONS SYM. DESCRIPTION 24 "x36 "x4" THICK CONCRETE PAD . •. S•4 i Yt'r f r i= • W ir 24 "x36 "x4" THICK y° rn i.r VD -Q .a - 4 4 y;:0 0 Tz 1 rn 0 00 . t' . d . F- : s• y' .. ..d 000 t f Z rn rn i T OU r- -< cp • p Station Details.dwg 4 / FLOW SEE DETAIL BELOW 2" MCF 2" DOUBLE STRAP BR( SADDLE (FORD STYLE WITH 2" NIPP ;E MAIN (�`j BRASS i •!k I - 6" 6" cc tv 18' 4° MIN. 2" MCF CJ Q u Lv u u it BR►CX)CS0000Oact0000000 BRICK METER BOX TO NAME BRICK SUPPORTS WITH 4" OF WASHED STONE. 3' -11" IT.J 2" STRAINER 12' 2'* CUT —OFF VALVES HOTBOX MODEL HB2S ti-- INSTALL �tREADED POWER SUPPLY UNIONS ABOVE BY PROPERTY OWNER CONCRETE PACs FOR REMOVAL � FLOW 4" WASHED STONE —2. SEPARATION CONCRETE PAD _ FEBCO RPZ BACKFLOW VALVE ASSEMBLY MBX- -5 CAST IRON METER (825YBV) BOX W/ HOLE IN LID FOR RADIO READ ANTENNA 2" MALE COMPRESSION �— FITTINGS (MCF) 2" DUCTILE IRON GATE VALVE 2" OPERATING NUT (200 P.S.I. WATER WORDING PRESSURE) F6103 BY CLOW NOS 1) COMPRESSION FITTINGS ONLY, NO FLARED FITTINGS. 2) RPZ'S TO BE TESTED ANNUALLY. PROVIDE COPY OF TEST TO CITY. • TREATED TIMBER BORDER . 24 "x24 "x6" DEEP #57 STONE SPLASH PAD 3/4" HOSE BIB WITH ANTI - SIPHON DEVICE r� r 6 "x6 "x48" TREATED TIMBER POST - TO SUPPORT HYDRANT ♦ A j •a A- A- d a 36" � r PLAN REVISIONS SYM. DESCRIPTION 24 "x36 "x4" THICK CONCRETE PAD . •. S•4 i CONCRETE FOOTING f r i= • W ; 24 "x36 "x4" THICK CONCRETE PAD IL d .4 ♦ ♦ d'. ♦ i.r i ll� LOCKING . 18" Ox 15" DEEP PRECAST CONCRETE COLLAR 3CF CLEAN 1" GATE VALVE WASHED STONE ; : WITH BOX VALVE MECHANISM 1" WATER WITH DRAIN SERVICE SECTION FROST PROOF HYDRANT DETAIL (SEE SHEET PSA ) N.T.S. DATE BY s_ .o . cn� aI-.NI` c 4-J •m N N cc M c 0 to zm c m a V' V L E z t • CONCRETE FOOTING ON POST 24 "x36 "x4" THICK CONCRETE PAD IL d .4 ♦ ♦ d'. i .a - 4 4 1 Lij 00 . t' . d . F- : s• y' .. ..d 000 3CF CLEAN 1" GATE VALVE WASHED STONE ; : WITH BOX VALVE MECHANISM 1" WATER WITH DRAIN SERVICE SECTION FROST PROOF HYDRANT DETAIL (SEE SHEET PSA ) N.T.S. DATE BY s_ .o . cn� aI-.NI` c 4-J •m N N cc M c 0 to zm c m a V' V L E z t • r i 1 00 F- : i • i 00 CHECKED: SCALE: AS ■ ♦ t l r N 0 N 0 \ 0 0 C 0 P m v IL L U O Q: m m 0 5 Q N O �d- 0 N O N \ N 0) -o v cn 0 J 3 'v vi m N L N v� v� rn� 3 v . 1 � o� o O 00 r� o� o� C� �k O r� Detail Sheets.dwg RELATION OF WATER MAIDS TO SEWERS (a) Lateral Separation of Sewer and water Mains. water Matins shall be laid at least 10 feet laterally from existing or proposed sewer, unless local conditions or barriers prevent a 10 foot lateral seporcation in which cease: 1. The water main is laid in a separate trench, with the elevation of the bottom of the water main at lust 18 inches above the top of the sewer, or 2. The water main is laid in the some trench as the sewer with the water main located at one side of a bench of undisturbed earth, and with the elevation of the bottom of the water main at least 18 inches above the top of the sewer, (b) Crossing a water Main over a Sever. whenever it is necessory for a water main to crass over a sewer. the wot+er main shall be laid at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer, unless local conditions or barriers prevent an 1 flinch vertical separation in which case both the water main and sewer small be constructed of ferrous materials and with joints that ore equivalent to aster main standards for a distance of 10 feet on each side of the point of crossing. (c) Crossing a water Main Under a Sewer. whenever it is necessary for a water main to cross under o sewer, both the water main and the sewer shat( be constructed of ferrous materials and with joints equivalent to water main standards for a distance of 10 feet on each side of the point of crossing. A section of water main pipe shall be centered at the paint of crossing. History Note: Statutory Authority G.S. 130-157 to 1611; Eff. January 1, 1977 � L W '-" I RELATION OF WATER MAILS TO SEWERS a .T. �t : 3AS102 Imum W. M ■ 0 ..Jui . s .. 9 •- i � s i s �• 4 r. i �► k #tP t if ik k Lit Sic tk t! l 1y `* 1 REVISIONS SYM. DESCRIPTION ITY OF MEBANE FIRE HYDRANT INSTALLATION STANDARD f i ✓ / t; 1 DATE BY cc v> ac � v 14,11,1111 lo kill% aIV-all a .. • ., LL M T . �i u +� d JC u J 0 CLi 5- 0 W .. �Q 0 U W_ mN�IN� aIV-all a DRAWN: AGP CHECKED: BGL SCALE- AS SHOWN SHEET NO. D.1 1 z Z d W J 0 5- 0 W W �Q 0 U W_ mN�IN� �0 -/ LL W W � Cl) Z i r Z W _0 00 Z 1�1� j1 Z m W 0 DATE: MARCH, 2011 DESIGNED: BGL DRAWN: AGP CHECKED: BGL SCALE- AS SHOWN SHEET NO. D.1 1 C14 cii 0 0 0) 0 C: 0 C 0 O EL -a -C 0 O ry 0 C'4 O O CN 0 C14 O U) O CD ti vi c � r4k r4lz Z*IZ Z*z :Z#-- Z*:z r4lz: ao zz#, r*: Z*� ql:t o r4kz Z*z � o Z*z t4k z4k ZUZ 2 a N tfI t� N 0 N O c O ID N 0 0 m ID 0 a N Q r N 0 N N 0 41 rn J 3 m m a� o� 3 � a. o o� o� 00 o� o 5:4k O TYPICAL SECTION STREETS C.I. M.H. RING AND COVER 8Y U.S. FOUNQARY OR EQUAL, SEE DETAIL SS -3A ROAD SHOULDER OR PAVED STREETS----, 2-4" GRADE RINGS STREET MANW STAINtJE55 'STEEL. STRAPS AT 2 -O.0 WITH 1/2" S.S. A.B. STRAPS 1/4"X 2" 7= � f 4 - #5 OARS ----/ UNDISTURBED EARTH CITY OF MEBANE STANDARD Detail Sheets.dwg TYPICAL SECTION O UTFALL - CLASS 'Ar MORTAR 2 -3/4r ANCHOR BOLTS G' MIN. CflPCiI:YMER POLYPROPYLENE M.H. STEPS 0 12r O.C. BY MA INDUSTRIES, INC., PSI --PF 8" STONE IF PRECAST MANHOLE BASE IS USED NOTE: MANHOLES ARE TO BE AS MFG. 8Y NC PRODUCTS OR APPROVED EQUAL 3s —.L STD. PRECAST DROP MANHOLE serer ,- N.T.S. a� : I I /05foq HI- TYP1CAL. SECTION STREETS S14OULM OR PAVED STREETS ---^ €SASE— •''`. .� 2--4" GRADE mos Mlxmum ON ALL MANHOLES NOTE: MANHOLES ARE TO BE AS MFG. N.C. PRODUCTS OR APPROVED EQUAL. 4 3,000 P.S.I. CONCRETE NOTE: GROUT ALL JOINTS FROM INSIDE 16" UNDISTURBED EARTH ---~N m irk am TYPICAL SECTION OUTFALL C.I. M.H. RING AND COVER BY U.S. FOUNDARY OR EQUAL,. SEE DETAIL 55-3A CLASS "A" MORTAR 2- -3/44 ANCHOR BOLTS (REDHEADS) 1111 ;11P -"" COPOLYMER POLYPROPYLENE M.H. STEPS 0 12" Q.C. BY M.A. INDUSTRIES, INC., 5" PS1 --PF JT CLASS � MORTAR I <. 1 NO. 67 STONE , COMPACTED SS -1 STD. PRECAST MANHOLE w-u :N.T.S. on II!051oq I%Wjft of Mm CONTRACTOR SHALL SAND BLAST AND APPLY SERIES 66 TNEMEC EPDXY PRIMER 2.0 TO 3.5 MILS. THICK AND 2 COATS OF TNEMEC SERIES 73 ENDURA -SHILD 3.0 TO 5.0 MILS. THICK DRY FILM THICKNESS. TO 4" GALV. VENT PIPE. 4" GALV., SCREENED PIPE VENT WHERE SHOWN ON PLANS, SET VENT 1' -0" MIN. ABOVE FLOOD ELEV. -4 8„ 2'_0„ M N >� EPDXY GROUT CORE DRILLED HOLE X Q in AS REQUIRED 1 CAST -IN -PLACE I PLASTIC STEPS O 4" MIN. i'', ' REVISIONS SYM. DESCRIPTION WATER TIGHT MANHOLE RING AND COVER jj A DATE I BY 6 "x6" 6 GAGE SINGLE MAT REINF. IN CENTER THIRD OF WALL AND IN TONGUE AND GROOVE TAPERED LIFTING HOLE RUBBER BOOT W /CLAMP �IIIIIIIII IIIiI 6" MIN. SCREENED GRAVEL BASE LINE S -1 647.50' LINE S -3 !621.00' NZ eo \. U ; cn w (D AULUMELIMA • „ • 01 f U$ e6a CL s • • , —c c �1 • - IL C - KIM a on 0 -0 11111 � W oof -1 1 0 m _I �LLI o N M z O/ W a V ., d V) Z n _ o 0 Q W a � � y a .• "•d ••. �i O 5C/)ry X Q z = W 5 > CONCRETE i V) ANCHOR AT N w OF 0 BOTTOM -j VENT D x p0 z0 O N >� EPDXY GROUT CORE DRILLED HOLE X Q in AS REQUIRED 1 CAST -IN -PLACE I PLASTIC STEPS O 4" MIN. i'', ' REVISIONS SYM. DESCRIPTION WATER TIGHT MANHOLE RING AND COVER jj A DATE I BY 6 "x6" 6 GAGE SINGLE MAT REINF. IN CENTER THIRD OF WALL AND IN TONGUE AND GROOVE TAPERED LIFTING HOLE RUBBER BOOT W /CLAMP �IIIIIIIII IIIiI 6" MIN. SCREENED GRAVEL BASE LINE S -1 647.50' LINE S -3 !621.00' NZ eo \. U ; cn w (D AULUMELIMA • „ • 01 f U$ e6a CL s • • , —c c �1 • - IL C - KIM a SHEET NO. ®.3 D W _I �LLI W Io W p U Z _ WW O 5C/)ry z = W 5 > 1- W - WZ 0 (0 D = p0 z0 W Z S 0 DATE: MARCH, 2011 DESIGNED: BGL DRAWN: AGP CHECKED: BGL SCALE: AS SHOWN SHEET NO. ®.3 N 0 N tD O N O) O C O C O 0 s v ix ai N 0 a 0 �r M O N O N \ N O) v v 0 J N m s °� o� �zut w� c� 3 :4k Zlk O a � O O � O� r� q Oz; Y U tu:� O :qk zttz zit r ztk Al 14MM 2 LOA W. 4 , AO-�'ola WWA !!V h nftl�7 1 7 11r 3/40 OR 1/2"' #' Co"ITY OF MEBANE TAN DA-RD--- i �,r++.� 4.VAN Moo �'— 1/2" I 2' -9 t'1l4" .3/4- NW. 4 3/ir MANHOLES OVER 3{ --fiv IN Cif SHALL BE PROVIDED WITH STEPS i' -" ON CENTERS. ON NEW OWALLATION A MAXIMUM tW (2) GRADE RINGS SiiALL 8E USED. PROVIDE CWCK VALVE IN AIR RELIEF VALVE ASSEMBLN IMF% �Af�■�g�IS�• HOMER TI AN CNARGE ELEVA 7 �'�' � � ELUMON C.), li J I. I NGY AW GOYM I Y U.S. F"090 OR EQ1iM- SEE MPJL. SS--3A SYM. REVISIONS DESCRIPTION DATE BY 0 *pv, o. C/) 00 _V° Z•Q_1 to N*-4D"'. "� o �V . C E di'm �$ �cQC� UE cn c _ of m z m CL -C S E C1 -c m _a V D 9 Ali ^YQ M ® *` E ?z Z J 1 SHEET NO. DA w 00 < i !i i i i • ti 0 {A MARCH, DESIGNED: I, CHECKED: B! SCALE: AS SHOWU SHEET NO. DA g a n N co 0 N a O c 0 0 0 v L Q a T m a O a Q N O M O N r O N N 0) .p O 0 O J 3 a; v �u L o � D � a � 3 a . Q � O � 0 O � o � 0 O � O � U � O 1 Detail Sheets.dwg COMPACTED CKFILL 0- 12 FEET DEPTH t t t # ♦ { ♦ t {i {it } { *t, i !s ' o xs' t !f COMPACTED D.4' EPTH •AC O.D. *` * + * } * + * } +'i`•rA #* CLASS "G" j f 0 ONCRL: E CRUSHED r x• s `... STONE INCLUDE BEDDING IN PIPE COST 1 4w PLUS D.4' EPTH C4 co M *` * + * } * + * } +'i`•rA #* CLASS "G" f 0 ONCRL: E • A A< .r + a 4 i CITY OF MEBANE STANDARD S- SANITARY ,SEWER BEDDING iu r : .T ar rt 3/13/02 nom€ nr: MHO mmowm La ,- ... 1/8 SEND J 4* P.V.G. SCH. 40 REVISIONS SYM. DESCRIPTION PLAN 0 ce 4* PIPE ADAPTER IL WATERMHT i BRASS PLUG 8" x 4w WYE PLUMBER TO MAKE CONNECTION TO STACK WfTH WYE (NO TEES) 4" CLEAN CUT W/WATERTIGHT BRASS THREADED PLUG (AT GRADE) PER F-r. e LONG SWEEP EL13OW PROFILE ""ITY OF MEBAN STANDARup" I SEWER MAIN [lJ�Em ,� gyp, �•,... ..• .,. • L • -f ©moo •c'P �,� �;��;�; C� � Z . 1 a 4-J C4 co M t f 0 1 1 a SHEET NO. D.5 0 1 .t . 0 +1 i •t DATE: MARCH, 2011 DESIGNED: i CHECKED: BGL SHEET NO. D.5 a N N co a N 0 0 c CL4 0 a. U 0 a N a I- 12 N 0 (N N 0) Q N J 01 3 v co i s o� ,n •3 � a . o� o� 00 � O � O � oo o U o PLAN VIEW 1/4 CUBIC YD. WASHED STONE AT WEEP HOLE _ h, . r- STEEL ENCASMENT PIPE 3' -O" COVER ENCLOSE END W /8" BRICK MASONRY 3/4" WEEP HOLE AT LOW END SPIDER DETAIL N.T.S. a IM END VIEW r-SPIDER RIGHT OF WAY (VARIES) ASPHALT (VARIES) i, —O" —�r MIN. CASING PIPE CARRIER PIPE TYPICAL BORING DETAIL CASING PIPE MINIMUM THICKNESS 12" 0.1875" 16" 0.2500" 18" 0.2500" 20" 0.2500" 22" 0.2500" 24" 0.2500" 30" 0.3120" 36" 0.3750" BY SPIDER OR APPROVED EQUAL HEAVY DUTY STEEL SKIDS (4) CARRIER PIPE SPIDER SIZE DETERMINED BY SIZE OF STEEL CASING AND CARRIER PIPE. ENCLOSE END W /8" BRICK MASONRY NOTES: 1. CASING PIPE JOINTS SHALL BE CONTINOUS WELDED WITHOUT DEFLECTION. 2. SEE PIPELINE PROFILE FOR LIMITS OF CASING PIPE. 3. SEE PLANS FOR CASING PIPE DIMENSIONS AND SPECIFICATIONS FOR OTHER DETAILS. 4. COMPLETED CASING PIPE INTERIOR SHALL BE SWABBED WITH LUBRICANT PRIOR TO CARRIER INSTALLATION. CARRIER PIPE SHALL BE PULLED THROUGH CASING PIPE. 5. CARRIER PIPE SHALL BE SUCCESSFULLY PRESSURE TESTED PROIR TO FILLING ANNULAR SPACE BETWEEN IT AND THE CASING. STEEL ENCASEMENT PIPE DETAIL N.T.S. 111111= '� =111111211111 54" STEEL CASING TO BE INSTALLED ON GRADE BY GUIDED AUGER BORE OR MICROTUNNEL BOLTS TO PIPE w 0 z 0 ©m 2' -011 MIN. SPIDER, BY SPIDER MFG. OR APPROVED EQUAL MINIMUM CASING THICKNESS SHALL'! BE 0.625" HEAVY DUTY STEEL SKIDS CARRIER PIPE SPIDER SIZE DETERMINED BY SIZE OF STEEL CASING AND CARRIER PIPE. 3' —O" MINI! 1 RIGHT —OF —WAY WIDTH SHOWN IN SCHEDULE ASPHALT - WIDTH SHOWN IN SCHEDULE CASING LENGTH — 260' TYPICAL TUNNEL AND SPIDER DETAIL UNDER INTERSTATE 40/85 NOTE: CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE "POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS -OF -WAY" AS PREPARED BY N.C.D.O.T. 5' MIN. TYPICAL tH SIDES) 6"01 7 • oil REVISIONS DESCRIPTION DATE I BY � = 111111= 111111= 111111 WATER li LINE CARRIER PIPE SANITARY SEWER CARRIER PIPE CASING SHALL GROUTED ON BOTH ENDS WITH 2" DRAIN. FABRICATED CASING SEALS MUST BE PRE- APPROVED. i .C1. •.• .o - �� C9Jce N t� 4-J c to . � CA • V Cl 4s w ?m 0 -c ,c c. EQ U � cb .c m — V •0 V} m i V O E z z ILI J i SHEET N0. D.6 • 75 0 •0 i W • Wn 0 i 0 DATE: MARCH, • DESIGNED: BGL iii■1. s• I3GL SHEET N0. D.6 :2 a_ 't LO 0 0 O 0 r_ 0 C 0 O D- 7FD wc 0 a 0 a_ C14 O 0 C14 1�1 CN O W 41 (D ID m W �4k 0 :4k :4k 0 O Z:4k a- 0 G 0 m Q a s v v m _0 IL 4 N O M O N O N N O 'v d J O� 3 ai 0• N N t (f) D � c C � 3 7-4k o o� a� i O O o� O r U O zlk � Z DISTANCE TO BE APPROVED BY THE ENGINEER PRIOR TO START OF WORK DIR. BORE MACHINE w!w � FAI il r i!r SELF — RESTRAINED PE /MJ ADAPTERS, NSF APPROVED FOR POTABLE WATER WITH SST SLEEVE INSERTS AS MANUF. BY JCM OR APPROVED EQUAL. ADAPTER BY CENTRAL, DRISCO, PIPE OR APPROVED EQUAL. ADAPTERS TO BE SDR 11 (TYP. BOTH ENDS.) SEE "PE /MJ TRANSITION" DETAIL. —SEE NOTE 3 P.E. PIPE TO BE INSTALLED WITH A MIN. OF 10' HORIZONTAL RUN. INSPECTION HOLE ONLY ALLOWED THIS LOCATION. ez�jI EXISTING CREEK PROFILE CABLES, WATER / SEWER LINES (TYP.) TYPICAL DIRECTIONAL BORE (AWWA C906, SDR 11 MIN. OR APPROVED EQUAL.) NOTES: 1. A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR. 2. ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATION STANDARDS UPON COMPLETION OF INSTALLATION AND PRIOR TO PLACING THE WATER MAIN ON —LINE. 3. LENGTH OF CROSSING, LOCATION OF INSPECTION /OBSERVATION EXCAVATION, NUMBER OF P.E. PIPE JOINTS, LOCATION OF BORE MACHINE, AUGER ENTRANCE LOCATION, AND TIE —IN POINTS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO ANY START OF WORK. 4. THIS DETAIL IS ALSO APPLICABLE TO STREAMS, WETLANDS, LARGE STORM DRAINS, AND SIMILAR APPLICATIONS FOR DIRECTIONAL BORE WITH POLY- ETHYLENE PIPE. 5. THE BORE DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A MINIMUM DIAMETER FOR THE PIPE INSTALLATION. THE LEAD IN END SHALL BE PULLED THROUGH WITHOUT THE M.J. FLANGE ATTACHED FOR LARGER THAN 6" PIPE INSTALLATIONS. THE M.J. FLANGE FOR SAID LEAD IN END SHALL BE INSTALLED AFTER THE PIPE INSTALLATION WITH THE USE OF A SPLIT M.J. FLANGE PER THE DETAIL ON THIS DRAWING. Ow 10' MAX SPACING FOR DEPTH MEASUREMENT NOTE 1 5' MIN. NOTE 1 TYPICAL DIREC PROPOSED FORD ii PIPE RESTRAINT OR u wi E---AP wi! r , oj � E � CF-1 r w PIPE 0= HDPE/PVC R ommxNm N.T.S. HYJ 0 --1 a °0 1 .�' 3' (TYP. TIE —IN LOCATION (TYP.) TEMP TAPPED MJ CAP (TYP. ALL ENDS) SEE "PE /MJ TRANSITION" DETAIL 1 - -1 I I ION i i N.T.S. wwlw! r !wr ii •!i OR D.I. PIPE , r w PIPE rw TRANSITION HDPE FUSED JOINT D SPLIT MJ GLAND RUBBER GASKET SST SLEEVE INSERT G TIE RODS i BELL rin Ell I mm I 4 tl pl��_eccE REVISIONS SYM. I DESCRIPTION .a r. .. r- TRANSITION HDPE FUSED JOINT SPLIT MJ RUBBER GLAND , INSERT F SST SLEEVE TAPPED w ASSEMBLED PE/ If MJ TRANSITION ASSEMBLY_ N.T.S. dU.mt.,b 00 -o U•� Q . -1 z °Q= o c �s�o� x • �c� dU.mt.,b ry • i i i w 00 4 i i +t Lu z F- ! • t r 1 � 0 DATE- MARCH, 2011 DESIGNED: DRAWN: CHECKED: 8GL SCALE- AS SHOWN I, • �J 138 1 • ., r rL .. s IR IL • .� • • ry • i i i w 00 4 i i +t Lu z F- ! • t r 1 � 0 DATE- MARCH, 2011 DESIGNED: DRAWN: CHECKED: 8GL SCALE- AS SHOWN I, • �J a d- �r 0 M 0 N 0) 0 C 0 C 0 m v 0- FD v v m v 0 a- Q N O 12 0 N 0 N v (D v V) v rn 3 .ti N a� W -� m� o� N� •3 � v . 0 ;0— zw: /zlk 0 � 0� 00 � r:4k o :4k 0ztlz U� O / k Detail Sheet; n 0 NEW $TASILIZA' 101 TIMEF# AMES NPDES Stormwater Discharge Permit for Construction Activities Revised August 2, 2011 Permit Requirements (corwinum) Timefrome Exceptions Perimeter dikes, swales, ditches and slopes ► You must keep records of REEQRTING ----- ��-- Who inspects me for what'd �' . these inspections and any Regular inspections are a chance DWO coordinates with DLR's corrective actions taken. to check impacts to nearby Land Quality Section to ensure 7 days waters. If you observe sediment compliance with state rules and OPERATION & MAINTENANCE that has deposited in a stream regulations governing You must provide the operation or wetland, you must notify the construction activities. That and maintenance necessary to Division of Water Quality means your project is subject to maintain optimal performance of regional office within 24 hours enforcement by bath divisions. In stormwater controls. This means and provide written notice general, Land Quality staff will take corrective action if erosion within 5 days (see # 3 on page 6 inspect your site on a regular and sediment control facilities are of the General Permit). Please � basis. D11 Q staff may also do Y not operating properly! Operation send a copy of this inspections. The inspections may and maintenance includes, but is correspondence to the Division of be routine in nature, or, the result not limited to: Land Resources (DLR). of public complaints. ♦ Regularly cleaning out NONeCOMPLIANCE & FINES Do I need to submit a Notice sedimentation basins. Take compliance seriously! of intent to have coverage + Stabilizing eroded banks or Projects that violate Stormwater under this permit? spillway structures. Permit conditions and/or have No. Once your E &SC Plan is • Repairing /clearing out inlets unauthorized water quality approved, your site is and outlets. impacts are subject to fines. Civil automatically covered under this ♦ Repairing piping, seepage penalties of up to $25,000.00 permit. You do not need to and mechanical damage. per day for each violation may submit a Notice of Intent for a • Repairing slit fence damage. be assessed• Certificate of Coverage. NEW $TASILIZA' 101 TIMEF# AMES Site Area Description Stabilization Timefrome Exceptions Perimeter dikes, swales, ditches and slopes 7 days None i High Quality Water (HQW) Zones 7 days None Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not ,,,,,off ,,��.• •••, ,,: steeper than 2:1, 14 days are allowed. Slopes 3:1 or "flatter 14 days 7 days for slopes greater than 54' in length. All other areas with slopes flatter than 4:1 0 14 days None, except for perimeters and MOW Zones. Do you need more information? wA� l NC Stormwater Permitting hit - Jioartal .ncdenr_orQJwebfwcalwslsu `o�,oF NCG01 Permit Information hnoJ /oonal.ncdenr.org /web /wq /ws /su /construction ° � Map of Regional Offices htlQ;Mrtal.nedenr.orglwegL /home Still have questions' Call the DWQ Regional Office nearest your project's location: Asheville Office (828) 296 -4500 Washington Office (252) 946 -6481 Fayetteville Office (910) 433 -3344 Wilmington Office (910) 796 -7215 Mooresville Office (704) 663 -1699 Winston -Salem Office (336) 771 -5000 Raleigh Office (919) 791 -4200 Central Office (919) 807 -6300 , SYM. DATES RATE #/ACRE UMMTONE FOMUZER (10-10-10) -► RYE (iGRAIN) i 0.. LIMESTONE FERILIZER f GERMAN MULCH — STRAW & TACK LIMESTONE E- M ,, RYE (GRAIN) MULCH — STRAW & TACK FOR PRIM40M, P94AAMENT - i a A ` f •: I i.i IF i h T s.� He RM REVISIONS DESCRIPTION DATE BY o�'P . _3 S r ,,,,,off ,,��.• •••, ,,: • • i i ., C IS • � i • i IL N Sm U. co • • • `t • • i • SHEET N0. D•9 r 0 . i i Z F- i s DATE- MARCH, t DESIGNED: BGL CHECKED: 8GL SCALE: AS SHOWN SHEET N0. D•9 1 SI CL cio N 0 N t) 0 r= O a a. U a T m O Q N 0 t7 N 0 N rn 0 41 3 41 _ W m� o� 0 o� 1 � oZvm �Z*z o24k o � 00 o� o SEDIMENT CONTROL STONE MIN. FLOW 1' 1 (— STRUCTURAL STONE CROSS SECTION 2$-011 NOTE: 1. STRUCTURAL STONE SHALL BE CLASS "A" STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE #5 OR #57 STONE. 2.OUTLETS TO BE PLACED AT LOW POINTS ALONG SILT FENCE. •' FRONT VIEW STONE OUTLET DETAIL N.T.S. MAINTENANCE SCHEDULE 1.) INSPECT SILT FENCE OUTLET AFTER EACH RUNOFF EVENT. 2.) CORRECT ALL DAMAGE IMMEDIATELY IF SIGNIFICANT EROSION OCCURS IN THE OUTLET. REMOVE SEDIMENT ACCUMULATED BEHIND THE OUTLET AS NEEDED TO PREVENT DAMAGE TO SILT FENCE AND ALLOW THE WATER TO DRAIN THROUGH THE STONE, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE OUTLET. 3.) ADD STONES TO THE SILT FENCE OUTLET AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. RASF OF nITrH ELEVATION VIEW IPA NOTES: USE CLASS "A" STONE FOR STRUCTURAL STONE FOR EROSION CONTROL AND PAY FOR AT THE CONTRACT UNIT PRICE PER TON 'STONE FOR EROSION CONTROL CLASS "A ". NOTE: 1. REMOVE ANY SEDIMENT GREATER THAN 12" DEEP. REPAIR ANY UNDERMINING IMMEDIATELY. 2. STONE OUTLET TO BE ADDED AT LOW POINTS IN SILT FENCE, SEE DETAIL . 3. CONTRACTORS OPTION TO USE AT TOE OF SLOPES ADJACENT TO PAVEMENT TO PROTECT PAVED SURFACES. 4. FABRIC SHALL BE INSTALLED ON THE UPSLOPE SIDE OF THE WIRE FENCING. /r EXTEND FABRIC AND WIRE INTO TRENCH COXjPACTED "lop 10 MAN MA ILW44 MAN I BACKFILL I,, 11will IBM IBM Nil . f .... . WIRE FENCING AND WOVEN GEOSYNTHETIC FILTER FABRIC SILT FENCE DETAIL N.T.S. MAINTENANCE SCHEDULE 1.) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2.) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3.) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 4.) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. \ FAY I I : ! 0 0 FeTrTol U \ Pb CROSS SECTION VEE DITCH , j !,' • J CROSS SECTION TRAPEZOIDAL DITCH X M MAINTENANCE SCHEDULE STEEL POSTS 8' ! O.C. W /WIRE Z d- / / / OPT/ �G / / / / / s0- �O h A P lrO CONSTRUCTION ENTRANCE DETAIL N.T.S. NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT ALL POINTS OF INGRESS AND EGRESS TO THE SITE FROM PUBLIC ROAD. 1.) INSPECT ROCK SILT CHECK AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. 2.) CORRECT ALL DAMAGE IMMEDIATELY IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNELS. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW' THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. 3.) ADD STONES TO ROCK SILT CHECKS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. REVISIONS SYM. DESCRIPTION $$L» PIPE OUTLET if d� O oO i CLASS RIP —RAP VARIES r DATE BY� SLOPE( %) SPACING(FT) > 5 125 5 TO 10 125 10 TO 20 rv; 20 TO 35 75 >35 25 Z�Q1A r t S CL 04 ., • ,. PIPE OUTLET �� {{--•�� FLOW t`i('1 err "THICKNESS" —�i 12" FILTER FABRIC TO BE INSTALLED UNDER ALL RIP —RAP MAINTENANCE SCHEDULE IRSPECT • • i • O#TLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW • • • y • TAKEN PLACE OR STONES IF 1 DISLODGED. IMMEi j MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. OUTLET PROTECTION PAD DETAIJ i +, r+ Y+ Y+�'• • +,t ,•h• ••r• Mttll� t*t ►gtti �� qt, � �� w.it• ittl �y�1►yt t�Yttuutt t NOTES: I fit "A CROSSING ANGLE' SHOULD BE SELECTED TO PROVIDE -- A POSITIVE GRADE NOT TO EXCEED 2 %. r►IrliJiri ��` 4" u.Jir �S + � + °�q,,ph,,�n�ryr I►� . I l ,irJrrr rr1111 t fit 1111141 otiI , +iI► m t, t s l,0� /q9 rfy�n ij`jrin t ' , Il tJiilH, 1tb 0 /Wt ebQ o 141 J •, fill fit if e� WATER BAR DETAIL FOR PROTECTING SLOPED UTILITY RIGHT —OF —WAY N.T.S. MAINTENANCE SCHEDULE PERIODICALLY INSPECT RIGHT -OF -WAY DIVERSIONS FOR WEAR AND AFTER EVRY HEAVY RAINFALL FOR EROSION DAMAGE. !IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLET AREAS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT -OF -WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA. SPACM OF WATER BARS SLOPE( %) SPACING(FT) > 5 125 5 TO 10 125 10 TO 20 100 20 TO 35 75 >35 25 PERIODICALLY INSPECT RIGHT -OF -WAY DIVERSIONS FOR WEAR AND AFTER EVRY HEAVY RAINFALL FOR EROSION DAMAGE. !IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLET AREAS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT -OF -WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA. I- z i i i .. Lij r t S CL 04 ., • ,. • • 00 , t► • i • t 1 i I- z i i �J Lij t • • 00 , • i 1 • • MARCH, 2011 DESIGNED: CHECKED: BGL SCALE- AS SHOWN �J NOTE: STRUCTURAL STONE SHALL BE CLASS "A" STONE AND SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON 'STONE FOR EROSION CONTROL CLASS "A "'. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE AND SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON "SEDIMENT CONTROL STONE ". TOP OF BERM SHALL BE A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR DIVERSION POINT. a_ N N N 0 N N 0 0 c 0 m v c Q m 0 a 0 N N 0 N _N 0) v J W s fl� ��4k a 0 00 qk iqk 0 0 00 � O z4k 0 z*z U � O A SEDIMENT CONTI.%Jr_ li r vr14 L i 1 STRUCTURAL STONE 12" MIN. 18" 12 MIN. {�"—"j 12" MIN. 24" SEDIMENT CONTROL STONE L J SECTION A -A HORSESHOE PROTECTION DETAIL N.T.S. o° X00 o ° CLASS "B" RIP—RAP ° °�0° 12 MIN. THICKNESS, WIDTH 15' RIP RAP TO - MATCH EXISTING STREAMBED ELEVATION SURFACE FLOW DIVERSION go A )W MAINTENANCE SCHEDULE 1.) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS _ STONE IMMEDIATELY. 2.) REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE —HALF OF THE DESIGN DEPTH OF THE STRUCTURE. 3.) ANY RIPRAP DISPLACED FROM THE HORSESHOE MUST BE REPLACED IMMEDIATELY. 4.) AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER. ORIGINAL STREAMBAW °V ° ° 8° ° o° q.00d'� ° °0000 FILTER CLOTH TYPE / MAINTENANCE INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF — PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. - ROADWAY SHOULDER FLOW STREAM CROSSING FOR MAINTENANCE ACCESS NOT TO SCALE kT . 0 • mmews, SYM. X SUPPORTED BRIDE MAT FOR STREAll CgOSSIVIG N.T.S. NOTE: THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN BRIDGE MATS AT ALL STREAM CROSSINGS THOUGHOUT CONSTRUCTION. MAINTENANCE ACCESS CROSSINGS SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION IS COMPLETE. NO STREAM CHANNEL DISTURBANCE WILL BE ALLOWED WITH OUT APPROVAL FROM THE ENGINEER. REVISIONS DESCRIPTION CONSTRUCTION SPECIFICATIONS 5MEAM STABILIZATION 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO 'A MINIMUM. 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM. 3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE. 5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL (TABLE 8.05A, APPENDIX 8.05, NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL). 6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE 'BYPASS CHANNEL APPROPRIATELY. 7. ANY IN— STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA. DATE BY .� =U;N QN ,r ilE. cc 0 s r 1• i i ,r ilE. cc 0 s r 1• i • • • i •• i SHEET N0. D.11 1• i • i •• • i � • W 7p 1 . • i •• • DATE: MARCH, 2011 ► � j CHECKED: L SHEET N0. D.11 2 a o a 0 N 0 0 0 a v m 0 a 0 a n N M N O rn Z 0 it K m� m in 0 3 v N 0 N _____x_____x POLE FOR YARD LIB, , , F FEED i 250 mcm COPPER (typ) (� 0 inch BY 10 foot COPPER CLAD GROUNDING, (a ROD (typ) �.I ��Whh 4 V ELECTRICAL CONTROLS CONCRETE PA 11 z w z' Electrical 8 -8 -201 ELECTRICAL CONTROLS WEATHER H OO GROUNDING RING -/ EXISTING GAS MA ��c� LJ C0 G) �X I X X �I x X I Il•N STAND -BY GENERATOR NATURAL GAS FUELED 10OKW 12:011 24.0" MIN. ./ SAND OR SELECT FILL WEATHER HOOD FIXTURE N.T.S. LUMINAIRE REQUIREMENTS 1. MOLDED 100% ACRYLIC DIFFUSE LENS (NOT CLEAR) FULLY GASKETED WITH FIBERGLASS OR PLASTIC HOUSING. 2. PROVIDE A MINIMUM OF 6 PLASTIC LATCHES TO SECURE LENS. 3. BALLAST SHALL BE HIGH POWER FACTOR ( > .95) INSTANT START CLASS P NOTE: ELECTRONIC BALLAST WITH A SOUND RATING OF "A ". SECURE BALLAST TO CONTRACTOR SHALL HOUSING WITH AT LEAST ONE SCREW AND SLIP -ON BRACKET OR 2 SCREWS SLOPE FLOOR TO - ONE AT EACH END. DRAIN AFTER 4. UL LISTED FOR DAMP OR WET LMEL AS INDICATED. GENERATOR IS INSTALLED 5. OVERALL LUMINAiRE LENGTH SHALL BE 48" NOMINAL EXISTING GRADE 6. SPACING TO MOUNTING HEIGHT RATIO = 1.5 7. HOUSING SHALL HAVE INTERNAL GREEN GROUNDING SCREW. HOUSING O IONS 6 MIL VISQUEEN 1. UL LISTED FOR = iii =iii iiii nr- _err =�u 1 VARIES 16" GROUT TO DRAIN 7 6 "J #4 16" O.C. EACH WAY l 16" O.C. ,H WAY 2" LOCKABLE GATE VALVE J2" NPT 1 CONNECTION TYPE A - 1 1732/178 LAMP. DAMP LOCATIONS. PERIMETER INSULATION -' 112 �--�' 2 - #4 REBAR CONT. TYPE B - 2 F32/T8 LAMPS. 2. UL LISTED FOR 1" POLYSTYRENE WET LOCATIONS. 6" MIN. COMPACTED STONE BASE L •Ov o�►� m a s • r • • - 0 1 i IL 1 i GO EMERGENCY GENERATOR PAD DETAIL N.T.S. ELECTRICAL LEGEND AND ABBREVIATIONS ONE - LINES 0 NOTES: TRANSFORMER WITH PRIMARY AND SECONDARY 1. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE ALL CONDUITS INDICATED ON THE ONE- LINES, PLANS, AND PANEL SCHEDULES VOLTAGE, KVA RATING AND CONNECTION INDICATED. L < 150 KVA 12.2. 47 KY- 480j277V 2. PUMPS, LEVEL FLOAT SWITCHES, AND PUMP CONTROL PANEL (PCP) PROVIDE WITH PUMPS. PCP INSTALLED & 3PH. 6OW WIRED BY THE ELECTRICAL CONTRACTOR (E.C.). PUMPS AND FLOATS INSTALLED BY OTHERS AND WIRED BY E.C. ONE -UNE SHOWING POWER, CONTROL CABLE AND CONDUIT WHERE REQUIRED. wz NCC -3. t.5. 20 CIRCUIT NO. MCC -3 WITH THREE (3) #6AWG, 3. CABLE PROVIDED WITH PUMPS AND FLOATS. CONDUIT AND INSTALLATION BY ELECTRICAL CONTRACTOR. FOUR #12AWG, AND A #6 EQUIPMENT GROUND • IN A 11" CONDUIT TO A 20 HP LOAD. 4. WE?WELL IS CLASSIFIED HAZARDOUS, CLASS 1, GROUP D BY THE NEC. ALL CONDUITS ENTERING THIS AREA i SHALL BE PROVIDED WITH SUITABLE SEALOFFS. CONDUITS FROM WETWELL TO PUMP CONTROL PANEL SHALL BE rr DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND RIGID STEEL 5. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF ! CABLE AND CONDUIT. 1 '-� -- LOW VOLTAGE AIR CIRCUIT BREAKER, 6. ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC, NC STATE BUILDING CODE, AND ALL LOCAL CODES AND •1 3 POLE, 50 AMPERE ORDINANCES. _3 FUSE AND DISCONNECT SWITCH 7. ALL ELECTRICAL EQUIPMENT SHALL BE THIRD PARTY LISTED AS REQUIRED BY THE STATE OF NORTH CAROLINA • DATE: MARCH, 8. UNLESS OTHERWISE NOTED, EXPOSED CONDUIT SHALL BE RIGID STEEL.. UNDERGROUND CONDUIT FOR DESIGNED- " SIZE 3 COMBINATION MAGNETIC TELEPHONE AND CONDUIT NOT ENTERING HAZARDOUS AREAS MAY BE PVC SCHEDULE 80. DRAWN: AGP MOTOR STARTER 9. UNLESS OTHERWISE NOTED, OR REQUIRED BY CODE CABLE SHALL BE TYPE THWN STRANDED COPPER. PLANS 10. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, SERVICE ENTRANCE RATED, RATINGS !INDICATED. HEAVY LINES INDICATE NEW WORK 11. ANY AND ALL NUTS, BOLTS, ANCHORS, FASTENERS, OR OTHER MISC. METALS SHALL' BE OF 316 STAINLESS STEEL UNLESS OTHERWISE DIRECTED BY THE ENGINEER PRIOR TO INSTALLATION. LIGHT LINES INDICATE EXISTING EQUIPMENT 12. INSURE THAT NO DISSIMILAR METALS ARE IN CONTACT WITH EACH OTHER. USE NYLON WASHERS OR SPACERS CONDUIT EXPOSED TO PREVENT CONTACT. CONDUIT CONCEALED 13. ALL CONTROL PANELS ETC. ARE TO BE NEMA 4X WITH ALL HINGES ETC. MADE FROM STAINLESS STEEL. DO NOT PAINT ANY STAINLESS STEEL OR ALUMINUM. -0 0 CONDUIT TURNING UP, CONDUIT TURNING DOWN 14. COORDINATE EXACT UTILITY REQUIREMENTS WITH SERVING UTILITY. PROVIDE METER AND BASE IN ACCORDANCE ---- 310 LP -2 TYPICAL_ HOMERUN TO BE ROUTED TO LIGHTING PANEL WITH UTILITY. GROUND SERVICE AND EQUIPMENT IN ACCORDANCE WITH ART. 240 OR THE N.E.C. (CURRENT "LP" CIRCUIT NUMBER 2. SHORT DASH INDICATES PHASE EDITION). CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR, CIRCULAR DASH INDICATES GROUND WIRE. 15. SWITCH SHALL HAVE SERVICE ENTRY LABEL AND PROVIDE OVERCURRENT PROTECTION. MOUNT TO GENERATOR OUTPUT BOX. ® FLUORESCENT LIGHTING FIXTURE, SEE UGHTING SCHEDULE 16. SEAL ALL CONDUIT PENETRATIONS TO WET WELL WITH CLEAR SILICONE (TYP.). LIGHT FIXTURE, SEE LIGHTING SCHEDULE 17. ELECTRIC EQUIPMENT SHALL WITH STAND 110 MPH WIND GUST. -E E- UNDERGROUND CONCRETE ENCASED DUCT BANK 18. GROUND ALL METAL PARTS AND COMPONENTS. --EE EE- UNDERGROUND DIRECT BURIED CONDUITS 19. ATS SHALL HAVE DUAL LUGS AS REQUIRED FOR CABLE INDICATED. STONE FREE GROUND CONDUCTOR COMPACTED BACKFILL $ SINGLE POLE SWITCH ' THREE WAY SWITCH ` WEATHER PROOF SWITCH $" WIDE (MIN) DUPLEX RECEPTACLE. 120 VOLT WARNING TAPE �ti~fi GROUND FAULT CIRCUIT INTERRUPTER =WP WEATHERPROOF RECEPTACLE TELEPHONE OUTLET ® JUNCTION BOX CONDUIT TYPE Q LIGHTING PANEL PER ® MISCELLANEOUS PANEL SPECIFICATIONS, SIZE PER COMBINATION MOTOR STARTER ONE -LINE DIAGRAM. 01 DISCONNECT SWITCH 0 GROUND ROD L •Ov o�►� m a s • r • • - 0 1 i IL 1 i SHEET N0. EL.1 GO 0 • i L < • I • wz • i rr L 1 •1 I I • DATE: MARCH, 2011 DESIGNED- " DRAWN: AGP i SHEET N0. EL.1 2 CL O O Oi O 0 0 -b La O O O O w 21 O O O O LLJ Cn O O O 1 X 1 X 12gaf DL 304 SS Slotted Strut 0 0 '0 3" 304 SS Sch. 40 Pipe 0 19 10 foot section M 0 _8� I a 0 X: 21 0. , I z 0 (n ir mT O w a 1 3 0 0 M z ce te) 0 1 X: C4 0 5$ 03 o o. _jP C b- oo OZ W 03 00 1-� V, M z Electrical 8-8-2012.dwg 4 -A EM OPEN ALUMINUM SHELTER LIGHT FIXTURE 2 EA See Electrical Support Panel Notes U:ASHING LIGHT ALARM OVERHEAD --\ DIBLE ALARM LIGHT SWITC H 0 1 0 C Liao] ii 7.17' s CM AUTOMATIC 1� PUMP I . ALARM F- er 0 0 TRANSFER CONTROL CONTROL AUTO - z z M w z z 0 SWITCH (ATS) PANEL 0 DIALER 0 0 0 Z W 0 • (PCP) SHELTER MEETING APPLICABLE REQUIREMENTS (D < Z 0 W (0 F- OWNS 0 02 >- 06 F— d 0 0 i - W > • L: 7CC Mil MOUNTED PER MANUFACTURE RECOMMENDATIONS F_ < 0 0 z z 0 w — "3 0 LLI C13 THRIJ W C16 & C19 CONCRETE SLAB. 0 0 0 C C8,\ C9-\ C7 TEL Ef 'HONE-\ C1,\ DATE: MARCH, 2011 DESIGNED: CONCRETE SLAB W/ C2-\ 6X6 W.W.F. (W8 11 XW8) AGP C Liao] ii 7.17' POST FOOTINGS AS REQUIRED BY STRUCTURE MANUFACTURER ELECTRICAL LAYOUT DETAIL GRAVELY HILL 6 lengths #5 rebar in each mast base to tie slab to masts 2 POLE VENTILATION SWITCH 71 A, L 2' MIN: OPEN ALUMINUM SHELTER 41 v 804 Cn (1) • 0) s CM 4-J E. 0 M = F- er 0) 0 �s F- rE • iz U) w .&- E U CL • • INME!! SHELTER MEETING APPLICABLE REQUIREMENTS o F- OWNS 0 OF THE CITY OF MEBANE BUILDING CODE. W 5L i W W > • L: Mil MOUNTED PER MANUFACTURE RECOMMENDATIONS F_ < w z z w — "3 0 LLI ww W Z CONCRETE SLAB. 0 DATE: MARCH, 2011 DESIGNED: BGL DRAWN: AGP POST FOOTINGS AS REQUIRED BY STRUCTURE MANUFACTURER ELECTRICAL LAYOUT DETAIL GRAVELY HILL 6 lengths #5 rebar in each mast base to tie slab to masts 2 POLE VENTILATION SWITCH 71 A, L 2' MIN: OPEN ALUMINUM SHELTER 41 v 804 Cn (1) • 0) s CM 4-J E. 0 M = F- er 0) 0 �s F- rE • iz U) w .&- E U CL • • z SHELTER MEETING APPLICABLE REQUIREMENTS o F- 0 OF THE CITY OF MEBANE BUILDING CODE. W ii i W W > • L: E z MOUNTED PER MANUFACTURE RECOMMENDATIONS F_ < w \-POST FOOTINGS AS REQUIRED w 0(.) * a BY STRUCTURE MANUFACTURER Z -A 0- F- ca 04 �5; ry- ww-0 Cj) ry z z 0 U) F- er CONTRACTOR SHALL PROVIDE AND F- z ) F- w C) INSTALL AN ENGINEERED , ALL ALUMINUM _j CL < w z SHELTER MEETING APPLICABLE REQUIREMENTS o F- 0 OF THE CITY OF MEBANE BUILDING CODE. W .j W W > MOUNTED PER MANUFACTURE RECOMMENDATIONS F_ < w z z w — "3 0 LLI ww \-POST FOOTINGS AS REQUIRED w 0(.) * a BY STRUCTURE MANUFACTURER Z -A 0- F- ca 04 �5; ry- ww-0 Cj) ry z CONTRACTOR SHALL PROVIDE AND z r 3: INSTALL AN ENGINEERED , ALL ALUMINUM LL w z SHELTER MEETING APPLICABLE REQUIREMENTS o 0 OF THE CITY OF MEBANE BUILDING CODE. THE STRUCTURE SHALL BE ASSEMBLED AND MOUNTED PER MANUFACTURE RECOMMENDATIONS < w THE SHELTER SHALL BE SIZED TO PROVIDE A W 0 MINIMUM OF 2' OVERHANG EITHER SIDE OF W Z CONCRETE SLAB. 0 DATE: MARCH, 2011 DESIGNED: BGL DRAWN: AGP CHECKED: BGL