The URL can be used to link to this page

Home My WebLink AboutOld Salisbury Project Plans April 2015r-, QLD Lewisville s � 42I --- —_._r71,9.rn-mon405Le ingta r 52 LI BUS e� 7a �� 47 neer Salisbury Denton Granite 1610,1rry Faith 52 $ Gree, Oro OR Thomasville Arc ale X20 I E3 Randleman 2ZD Asheboro 0 64 r� I 59 VICINITY MAP 1" - 5 Miles NORTH CAROLINA SBURY ROAD FEBRUARY 201-5 COUNTY MANAGER Robert Hyatt OF COMMISSIONERS Todd Yates, Chairman Steve JarvisVice Chairman Larry Potts Fred McClure Don Truell Steve Shell Lance Barrettt THE WOOTEN COMPANY ENGINEERING I PLANNING I ARCHITECTURE 350 North Cox Street Suite 26 Asheboro NC 27203 335.626.5322 fax 336.626.5722 License Number: F-0115 S E FINAL DRAWING NOT RELEASED FOR CONSTRUCTION WER NAME N0. G1 C1 C2 C3 SD1 SD2 1 2 3 4! 5 6 7 SHEET INDEX TITLE COVER LEGEND, ABBREVIATIONS AND GENERAL NOTES STA 0+00 TO 13+00 STA 13}00 TO 23+00 STA 23}00 TO EMD MISCELLANEOUS DETAI,kF'PROVED . EROSION CONTROL DETAILS ` %JllC ijljl f ti+�� R0, �v 5097 I1f1141�` PROJECT AREA MAP 1" = 3000' "9CliLI Y'yV N.C. Di9pt. of ENR MAR 12 2015 Winston-Salem Flegionsl C10ce SHEE T 1 OF 7 2 b -4 C3 0 rn �v Q) [' o G � QLD Lewisville s � 42I --- —_._r71,9.rn-mon405Le ingta r 52 LI BUS e� 7a �� 47 neer Salisbury Denton Granite 1610,1rry Faith 52 $ Gree, Oro OR Thomasville Arc ale X20 I E3 Randleman 2ZD Asheboro 0 64 r� I 59 VICINITY MAP 1" - 5 Miles NORTH CAROLINA SBURY ROAD FEBRUARY 201-5 COUNTY MANAGER Robert Hyatt OF COMMISSIONERS Todd Yates, Chairman Steve JarvisVice Chairman Larry Potts Fred McClure Don Truell Steve Shell Lance Barrettt THE WOOTEN COMPANY ENGINEERING I PLANNING I ARCHITECTURE 350 North Cox Street Suite 26 Asheboro NC 27203 335.626.5322 fax 336.626.5722 License Number: F-0115 S E FINAL DRAWING NOT RELEASED FOR CONSTRUCTION WER NAME N0. G1 C1 C2 C3 SD1 SD2 1 2 3 4! 5 6 7 SHEET INDEX TITLE COVER LEGEND, ABBREVIATIONS AND GENERAL NOTES STA 0+00 TO 13+00 STA 13}00 TO 23+00 STA 23}00 TO EMD MISCELLANEOUS DETAI,kF'PROVED . EROSION CONTROL DETAILS ` %JllC ijljl f ti+�� R0, �v 5097 I1f1141�` PROJECT AREA MAP 1" = 3000' "9CliLI Y'yV N.C. Di9pt. of ENR MAR 12 2015 Winston-Salem Flegionsl C10ce SHEE T 1 OF 7 2 0 cl) C) In Cl C) a� v co _Q� i Cr} c� f LL r`. C) "-) ABBREVIATIONS A AREA L LENGTH QL Q LF o ABC AGGREGATE BASE COURSE LP LIGHT POLE AC ACRES LT co A.F.F. ABOVE FINISHED FLOOR LWL LOW WATER LEVEL CL Q) �, ✓ x � ABBREVIATIONS A AREA L LENGTH ABAND ABANDONED LF LINEAR FEET ABC AGGREGATE BASE COURSE LP LIGHT POLE AC ACRES LT LEFT A.F.F. ABOVE FINISHED FLOOR LWL LOW WATER LEVEL AL ALUMINUM x � APPROX APPROXIMATE MAX MAXIMUM ASPH ASPHALT MECH MATERIAL ASSY ASSEMBLY MAIL MECHANICAL AVG AVERAGE MFR. MANUFACTURER ARV AIR RELEASE VALVE MH MANHOLE AZ AZIMUTH MJ MECHANICAL JOINT AWWA AMERICAN WATERWORKS ASSOCIATION MIN MINIMUM ir If MON MONUMENT B -B BACK OF CURB TO BACK OF CURB w o BLDG BUILDING NPA NOT AVAILABLE BM BENCHMARK N NORTH BOA BLOW -OFF ASSEMBLY NAD 83 NORTH AMERICAN DATUM 1983 BOT BOTTOM NC NORMAL CROWN BPC BYPASS PUMPING CONNECTION NC GRID NORTH CAROLINA GRID FEBRUARY 2015 NCGS NORTH CAROLINA GEODETIC SURVEY BW BARB WIRE 7 NO. NUMBER, C&G CURB AND GUTTER NTS NOT TO SCALE CB CATCH BASIN NOM NOMINAL CIL CENTERLINE NWL NORMAL WATER LEVEL CIP CAST IRON PIPE Cl CURB INLET OC ON CENTER. CLR CLEARANCE OD OUTSIDE DIAMETER CM CONCRETE MONUMENT 01H OVERHEAD CMP CORRUGATED METAL PIPE ORIG ORIGINAL CMU CONCRETE MASONARY UNIT CO CLEAN OUT PC POINT OF CURVATURE CONC CONCRETE PED PEDESTAL CONT CONTINUOUS PE PLAIN END CONSTR CONSTRUCTION PI POINT OF INTERSECTION CONTR CONTRACTOR PIV POST INDICATOR VALVE COR CORNER P!L PROPERTY LINE CP&L CAROLINA POWER AND LIGHT PP POWER POLE CULV CULVERT PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH D DEPTH PVC POLYVINYL CKLORIDE DI DROP INLET PT POINT DIA DIAMETER P`Rt `IT PAVEMENT DIP DUCTILE IRON PIPE DIPS DUCTILE IRON PIPE SIZE R RADIUS DIM DIMENSION RIW RIGHT O` WAY DISCH DISCHARGE RCP REINFORCED CONCRETE PIPE DIST DISTANCE REF REFERENCE DOT DEPARTMENT OF TRANSPORTATION REQ'D REQUIRED DW DOMESTIC WATER RET RETAINING Q DELTA REV REVISED RPZ REDUCES PRESSURE ZONE E EAST RPM REVOLUTIONS PER MINUTE EA EACH R€INF REINFORCED EFF EFFLUENT RT RIGH F EIP EXISTING IRON PIPE R'WL RAW WATER LINE EL ELEVATION ELEC ELECTRIC 51W SIDEWALK EP EDGE OF PAVEMENT SAN SANITARY EW EACH WAY SCH SCHEDULE EX EXISTING SF SILT FENCE EXP.JT. EXPANSION JOINT SHT SHEET S SOUTH F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS FG FINISHED GRADE SQ SQUARE FH FIRE HYDRANT SS STAINLESS STEEL FIN FINISH ST STREET FLG FLANGE STA STATION FM FORCE MAIN STD STANDARD FP FIRE PROTECTION STM SYMBOL FPS FEET PER SECOND FT FEET T TANGENT FTG FOOTING TSM TEMPORARYBENCH MARK TCP TERRA C')TTA PIPE G GAS TDD TEMPORARY DIVERSION DITCH GA GAGE TEL TELEPHONE GALV GALVANIZED TEL PED TELEPHONE PEDESTAL GM GAS METER TEMP TEMPORARY GPM GALLONS PER MINUTE THK THICK GR GRADE TOC TOP OF CURIE GV GATE. VALVE TOP TOP OF SLOPE GYP GYPSUM TOW TOP OF MALL TP TELEPHC%IE POLE HCP HANDICAPPED TRANS TRANSFCRMER HGT HEIGHT TYP TYPICAL, HOR HORIZONTAL. HP HORSE POWER UIG UNDERGROUND HWA HIGH WATER ALARM HWL HIGH WATER LEVEL VC VERTICAL CURVE HYD HYDRANT VCP VITRIFIEC CLAY PIPE VERT VERTICAL ID INSIDE DIAMETER VOL VOLUME IN INCH VPC VERTICAL POINT OF CURVATURE INIHR INCHES PER HOUR UPI VERTICAL POINT OF INTERSECTION INF INFLUENT VPT VERTICAL POINT OF TANGENCY iNT INTERSECT INV INVERT W! WITH IP IRON PIPE WL WATER LINE IPF IRON PIPE FOUND Wb! WATER METER IPS IRON PIPE SET WGT WEIGHT IRF IRON ROD FOUND 4'+V WATER VALVE iSL ISLAND WTP WATER TREATMENT PLANT WWF WELDED WIRE FABRIC JB JUNCTION BOX WWTP WASTE WATER TREATMENT PLANT KWY KEYWAY Yl YARD INLET EXISTING BM TBM 17 H&T e N&C PK o 0 —X—X— E] x ® TP 'OPP �SP E LP Ex STV � GM WM MB S I� 1CB !IUCU FES 963 162.5 X W - SS FM G CHE E OHT T FO — WV VN PV �FH YH ARV 0--m 0 MH O CO BENCH MARK TEMPORARY BENCH MARK SURVEY POINT HUB & TACK NAIL & CAP PK NAIL CONIFEROUS TREE DECIDUOUS TREE SHRUB WOODSLINE CONCRETE MONUMENT IRON PIPE FENCE TELEPHONE PEDESTAL POWER POLE SERVICE POLE GUY WIRE LIGHT POLE SIDEWALK GAS METER WATER METER. MAILBOX SIGN CATCH BASINS STORM DRAIN PIPE FLARED END SECTION CONTOUR SPOT ELEVATION DITCH SOIL BORING SILT FENCE ROCK CHECK DAM STONE OUTLET DROP INLET PROTECTION CURB INLET PROTECTION EROSION CONTROL MATTING WATER LINE SANITARY SEWER FORCE MAIN GAS LINE ELECTRICAL POWER (OVERHEAD) ELECTRICAL POWER (UNDERGROUND) TELEPHONE CABLE (OVERHEAD) TELEPHONE CABLE (UNDERGROUND) FIBER OPTIC TELEPHONE CABLE (UNDERGROUND) WATER VALVE PLUG VALVE FIRE HYDRANT REDUCERIINCREASER PLUG YARD HYDRANT AIR RELEASE VALVE MANHOLE FLOW ARROW CLEAN OUT NEW Xc I 163 162.5 c ' ` V 0-m 0 © CO MATERIALS LEGEND EARTH OR GRADE GRAVEL �bo•a.waa- .o .o EXISTING OR PRECAST CONCRETE NEW CONCRETE GRATING SAND OR GROUT RIPRAP p METAL (LARGE SCALE) METAL (SMALL SCALE) L GENERAL NOTES THE FOLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THE UTILITIES AND APPURTENANCES WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. 0 Z W� U '�<5 CcWZ 1_ 0 o C.) <zcr Z LL_ LL I. NOTIFY NORTH CAROLINA 811 (811 OR 800-632-4949) FOR MARKING OF EXISTING UTILITIES AT LEAST 24 HOURS PRIOR TO COMMENCING ANY EXCAVATION. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY PUBLIC WORKS (336-242-2007) AT LEAST 24 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. 2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.. 3. SUPPORT EXISTING POLES, UTILITIES, FENCES, CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 4. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY PUBLIC WORKS (336-242-2.007) 48 HOURS IN ADVANCE OF MAKING ANY TIE TO AN EXISTING UTILITY. ,. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION. POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY. 6. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING OPERATION AS STATED ABOVE. THE PROJECT BID SHALL INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES WHICH ARE DAMAGED OR REQUIRE RELOCATION. T THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION ACTIVITY, CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL COST TO THE OWNER. 8. IF REQUIRED, BYPASS PUMPING OPERATIONS PLAN SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR REVIEW. BYPASS PUMPING SHALL MAINTAIN WASTEWATER FLOW THROUGH THE SANITARY SEWER SYSTEM AT ALL TIMES. 9. MANHOLES SHALL BE 4 -FOOT DIAMETER STANDARD MANHOLE WITH STANDARD RING AND COVER UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL MAINTAIN CLEAN UP AND SEEDING OPERATION EACH WEEK. CLEAN UP AND SEEDING ARE INCLUDED IN THE. PIPE PRICE AND PAYMENT FOR PIPE WILL DEPEND ON SUITABLE CLEAN IJP AND SEEDING. 11. IF STORM SEWER PIPE NEEDS TO BE REPLACE], COUNTY WILL REIMBURSE CONTRACTOR FOR MATERIALS ONLY. 12. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1 OR 14 CALENDAR DAYS ON OTHER AREAS AND UPON COMPLETION OF ANY PHASE OF CONSTRUCTION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 13. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OTHER LAND -DISTURBING ACTIVITY. 14. EXISTING WATER LINE DIAMETERS AND DEPTHS ARE BASED ON RECORDED DATA. CONTRACTOR SHALL EXCAVATE AT PROPOSED CONNECTION POINT OR CROSSING TO VERIFY DIAMETER OF EXISTING WATER LINE PRIOR TO ORDERING MATERIALS FOR THE CONNECTION OR CROSSING. Cf3 W 1= CM IP 0 Lu —X—X— E] x ® TP 'OPP �SP E LP Ex STV � GM WM MB S I� 1CB !IUCU FES 963 162.5 X W - SS FM G CHE E OHT T FO — WV VN PV �FH YH ARV 0--m 0 MH O CO BENCH MARK TEMPORARY BENCH MARK SURVEY POINT HUB & TACK NAIL & CAP PK NAIL CONIFEROUS TREE DECIDUOUS TREE SHRUB WOODSLINE CONCRETE MONUMENT IRON PIPE FENCE TELEPHONE PEDESTAL POWER POLE SERVICE POLE GUY WIRE LIGHT POLE SIDEWALK GAS METER WATER METER. MAILBOX SIGN CATCH BASINS STORM DRAIN PIPE FLARED END SECTION CONTOUR SPOT ELEVATION DITCH SOIL BORING SILT FENCE ROCK CHECK DAM STONE OUTLET DROP INLET PROTECTION CURB INLET PROTECTION EROSION CONTROL MATTING WATER LINE SANITARY SEWER FORCE MAIN GAS LINE ELECTRICAL POWER (OVERHEAD) ELECTRICAL POWER (UNDERGROUND) TELEPHONE CABLE (OVERHEAD) TELEPHONE CABLE (UNDERGROUND) FIBER OPTIC TELEPHONE CABLE (UNDERGROUND) WATER VALVE PLUG VALVE FIRE HYDRANT REDUCERIINCREASER PLUG YARD HYDRANT AIR RELEASE VALVE MANHOLE FLOW ARROW CLEAN OUT NEW Xc I 163 162.5 c ' ` V 0-m 0 © CO MATERIALS LEGEND EARTH OR GRADE GRAVEL �bo•a.waa- .o .o EXISTING OR PRECAST CONCRETE NEW CONCRETE GRATING SAND OR GROUT RIPRAP p METAL (LARGE SCALE) METAL (SMALL SCALE) L GENERAL NOTES THE FOLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THE UTILITIES AND APPURTENANCES WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. 0 Z W� U '�<5 CcWZ 1_ 0 o C.) <zcr Z LL_ LL I. NOTIFY NORTH CAROLINA 811 (811 OR 800-632-4949) FOR MARKING OF EXISTING UTILITIES AT LEAST 24 HOURS PRIOR TO COMMENCING ANY EXCAVATION. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY PUBLIC WORKS (336-242-2007) AT LEAST 24 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. 2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.. 3. SUPPORT EXISTING POLES, UTILITIES, FENCES, CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 4. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY PUBLIC WORKS (336-242-2.007) 48 HOURS IN ADVANCE OF MAKING ANY TIE TO AN EXISTING UTILITY. ,. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION. POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY. 6. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING OPERATION AS STATED ABOVE. THE PROJECT BID SHALL INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES WHICH ARE DAMAGED OR REQUIRE RELOCATION. T THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION ACTIVITY, CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL COST TO THE OWNER. 8. IF REQUIRED, BYPASS PUMPING OPERATIONS PLAN SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR REVIEW. BYPASS PUMPING SHALL MAINTAIN WASTEWATER FLOW THROUGH THE SANITARY SEWER SYSTEM AT ALL TIMES. 9. MANHOLES SHALL BE 4 -FOOT DIAMETER STANDARD MANHOLE WITH STANDARD RING AND COVER UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL MAINTAIN CLEAN UP AND SEEDING OPERATION EACH WEEK. CLEAN UP AND SEEDING ARE INCLUDED IN THE. PIPE PRICE AND PAYMENT FOR PIPE WILL DEPEND ON SUITABLE CLEAN IJP AND SEEDING. 11. IF STORM SEWER PIPE NEEDS TO BE REPLACE], COUNTY WILL REIMBURSE CONTRACTOR FOR MATERIALS ONLY. 12. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1 OR 14 CALENDAR DAYS ON OTHER AREAS AND UPON COMPLETION OF ANY PHASE OF CONSTRUCTION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 13. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OTHER LAND -DISTURBING ACTIVITY. 14. EXISTING WATER LINE DIAMETERS AND DEPTHS ARE BASED ON RECORDED DATA. CONTRACTOR SHALL EXCAVATE AT PROPOSED CONNECTION POINT OR CROSSING TO VERIFY DIAMETER OF EXISTING WATER LINE PRIOR TO ORDERING MATERIALS FOR THE CONNECTION OR CROSSING. Cf3 W 1= 0 Lu Z IL C uj z uj ti z cy a zo �' x � c) Q GA 4Q �y LU L7 Cb W °" uj W n sv V .s m sca co W � crs a=i � � ir If U-1 ;4L sL f; 8097 w o s _ � cn DESIGNED BY: RSF LU 0 Lu Z IL z 0 C) Cc cc a zo �' � m LU p Gfi W aZ < W D 0 W � � � �H R ;4L sL f; 8097 C. G� ` DESIGNED BY: RSF DRAWN BY: CGS. CHECKED BY, JCG PROJECT NO.: 3097-F DATE: FEBRUARY 2015 SCALE: AS NOTED SHEET 2 OF 7 �— 68D To Old Salisbury Rd f 6701 ss 268' Ex MH 0 ts oo,d SSh+H Rim El - 666.62 .s, , 50' 2'— 0 54' 100' 150' SCALE: 1" - 50' •IM ss6 ry� i C Gas Valve RC1 env tic To 6` 0 680 � :yam `C! / 674 C • IRF y SSMH 103 STA 11+57.34 ,.165'0 12'50" 0 0 Z Lr- <<Q 10LUcc Z h- p J0(-) zQ Z LL LL. � � J IDE w til4IP1l/ ` eI i (.3 C N W� a Q) . c a DRAWN BY: CGL -- 655 s ca as cc � 4 H mG�a ALO w\� Lf) N w- ss6 ry� i C Gas Valve RC1 env tic To 6` 0 680 � :yam `C! / 674 C • IRF y SSMH 103 STA 11+57.34 ,.165'0 12'50" 0 0 Z Lr- <<Q 10LUcc Z h- p J0(-) zQ Z LL LL. � � J IDE Zz =) M 00 C.] d 0 chM: aF- a: Qz M ,-- F— C) U) 670 w til4IP1l/ ` eI i 665 497 ` �GPtd��•', ��iiiPl! 11►1� �f��-�� W� x cV c�a DRAWN BY: CGL Q .rs 655 s ca as cc � 4 H mG�a PROJECT NO.: 3097-F 11 Z Z N C", - - W 650 H SCALE: HORZ.. 1" = 59 M +C7 v SHEET 3 OF 7 CIJ c ci . m . W Uj Cm 2 �r7 r_7 Liu Zz =) M 00 C.] d 0 chM: aF- a: Qz M ,-- F— C) U) 670 til4IP1l/ ` eI i 665 497 ` �GPtd��•', ��iiiPl! 11►1� �f��-�� G C 0 V V �l DESIGNED BY: RSF DRAWN BY: CGL CHECKED BY: SCG 655 PROJECT NO.: 3097-F DATE: FEBRUARY 2015 650 SCALE: HORZ.. 1" = 59 VERT.:1 ° = 6 SHEET 3 OF 7 645 640 ci . I E z b r N Z. v.s cls 1 C-) L as a� co N o) Q) n A .706 1� \ � -100 r' _ /1/ _v) ca osis w� X80 rt rave r Ung r unr~ —�' 0 Q � U) f C ■ Creek o" V - a Patty r r 0 ��a 1 50' 25' 0 50' 100' 150' SCALE, 1" - 50' -690 SSMH 1U/ STA 20+97.03 0-1770 02' 37" 0 Z 0 O i= CC ��9Ei �W� []C O JOO <z a: _L u' LL # ;fm � � 9 y • W-11 ��■wE�E�E�rE■■IE•■E•E•E•ErE�E�rE•��E•t■E�®■�E�E�E�E�Ei�E•�Ei■E��E�E��E�S �� ■-ii�ii�� S � �� E��_E•E! �E� ��■E�E�E�EIE•EE��-�E•��E•ESE!■EE■E�■E#iwE�EE��Ea�EI��E■E•E�■�E!■■w■E�rEr�E�■�■Ei�fE�E•E- ��rE�Eo��Ei LF_ , �� ■■�E•--��r��r� �E�E�ii•EI�E�E��E�■E�EEi�■E�E•E•■�E�-�E��E�E•E�E! �E� .. • Er■E��■■IEI�EE�EE��E�I� - ._ �. _. E� t wErE•E•E•'��EIE��■�E�! �Er�E��r�E�lw�E�E�E�E��E•�E�E�� -.ESE#■E�E��E• ��■■�■E•E•■�E•rE�E•E�■E�E��E•E�■E�E�ErE•1r■�Er��SrE��■E�■Ei E�■■E•E��rE•��i�E� E� �E�E�r■�E�M�E��■E•E•E� ErE�Er■�� E��E�i� E�■�■E# E•■E•E�E�E•■■r �■E�■r�E�E�■■E�E�E��I■■E#■EPEE•E•�E�E!■■EASE•�E�E•E•E�E�■E�E•E#E�E•E�■E•E�E•'E�E�w■� .. E •E� �r ��E• E� ��■� �� i�� EE�"E��'�'E�E�E•��E�E�i�■■AE�E�■■Ei• EIE��E�E��E��E��EI�E•E•E•�E�E�E�■��E�EI�E■E•E1EI�E�E�E_,E•E!■E� -■E�r-E•NIE��E•��I■I..r..� ��E��E•■,�E�E��i�E�EiEI•�E�E• �■E•■�■■�■Ei1i■E•E•�..E• �.�.�E•.r�E•E�r�E•�E�■E•E•E•..■�■�E�E•E!■E��■.E•E�■E��ErE�� E•E��E•��■■Ei■■E��E�E•r■■E•�'E�E��I�■��E� ESE•E�E�EriE•■�E�E•E�■E•ESE..ESE•��E•��■E•E��E�E•E�■El�'�E•■�EI��E�E��E•E� �� 'E�E•E�E� -.■ i■Ei�E��E�■E�E�E�'��EIiE•�E�Ef�E.E•E•El�� ■E!■E�E��E�E�E•�E� E�E� itE•E��E•E•E�E!-Er■E~E�E��E•E�■ �E��■E�E•� E�E�E�■iir �-�'"E�'EIiE•E� E�E•E�■- E�E•�E�■E��E•E• � O..EE�E�■E��■! ESE•��E�E•..EEE��E��E�EI■El��■E�rEiE�E�■��E�■" �E�E�E�E��E�■E•�Ew� ��■�i�E�E�E�EiE�E•■E�■■�E•��-� -�: � �� -�� r �� ice■ ��E• � �- E�■■� �-�I�� r � ��_ � � �■■��_o� �E ��_�_ �� =E •�� E•E�rE•�E��E�E•■'�■.■E•�E�■E�■.■.■■�■E�■ E_EE��E•��®ErE��.-E�Er��=�� Ef� �� - �� -� E • �'�� ErEE��E�� E�■■E■■E•�.�■E�■■EA■E�■wE�EIE•E•■■E�■■■EiE•�E�.��E�■E��_ ��.�E•E�i■�E�E•�E�aE�E� E■■.E•��r�■■E�E��■ E�E•■E•EE� ■�nEi E�EE�®�rE�I�E��E�E��E�ErEr■�E�wE•E•E��■E�■■I•rE�E�■��E•E�■■■E�E�E�� ## ## Lu 4 w 03 o Lu c%j 0 fr CC � 0 x k Q) CO:c ZLn + A .706 1� \ � -100 r' _ /1/ _v) ca osis w� X80 rt rave r Ung r unr~ —�' 0 Q � U) f C ■ Creek o" V - a Patty r r 0 ��a 1 50' 25' 0 50' 100' 150' SCALE, 1" - 50' -690 SSMH 1U/ STA 20+97.03 0-1770 02' 37" 0 Z 0 O i= CC ��9Ei �W� []C O JOO <z a: _L u' LL # ;fm � � 9 y • W-11 ��■wE�E�E�rE■■IE•■E•E•E•ErE�E�rE•��E•t■E�®■�E�E�E�E�Ei�E•�Ei■E��E�E��E�S �� ■-ii�ii�� S � �� E��_E•E! �E� ��■E�E�E�EIE•EE��-�E•��E•ESE!■EE■E�■E#iwE�EE��Ea�EI��E■E•E�■�E!■■w■E�rEr�E�■�■Ei�fE�E•E- ��rE�Eo��Ei LF_ , �� ■■�E•--��r��r� �E�E�ii•EI�E�E��E�■E�EEi�■E�E•E•■�E�-�E��E�E•E�E! �E� .. • Er■E��■■IEI�EE�EE��E�I� - ._ �. _. E� t wErE•E•E•'��EIE��■�E�! �Er�E��r�E�lw�E�E�E�E��E•�E�E�� -.ESE#■E�E��E• ��■■�■E•E•■�E•rE�E•E�■E�E��E•E�■E�E�ErE•1r■�Er��SrE��■E�■Ei E�■■E•E��rE•��i�E� E� �E�E�r■�E�M�E��■E•E•E� ErE�Er■�� E��E�i� E�■�■E# E•■E•E�E�E•■■r �■E�■r�E�E�■■E�E�E��I■■E#■EPEE•E•�E�E!■■EASE•�E�E•E•E�E�■E�E•E#E�E•E�■E•E�E•'E�E�w■� .. E •E� �r ��E• E� ��■� �� i�� EE�"E��'�'E�E�E•��E�E�i�■■AE�E�■■Ei• EIE��E�E��E��E��EI�E•E•E•�E�E�E�■��E�EI�E■E•E1EI�E�E�E_,E•E!■E� -■E�r-E•NIE��E•��I■I..r..� ��E��E•■,�E�E��i�E�EiEI•�E�E• �■E•■�■■�■Ei1i■E•E•�..E• �.�.�E•.r�E•E�r�E•�E�■E•E•E•..■�■�E�E•E!■E��■.E•E�■E��ErE�� E•E��E•��■■Ei■■E��E�E•r■■E•�'E�E��I�■��E� ESE•E�E�EriE•■�E�E•E�■E•ESE..ESE•��E•��■E•E��E�E•E�■El�'�E•■�EI��E�E��E•E� �� 'E�E•E�E� -.■ i■Ei�E��E�■E�E�E�'��EIiE•�E�Ef�E.E•E•El�� ■E!■E�E��E�E�E•�E� E�E� itE•E��E•E•E�E!-Er■E~E�E��E•E�■ �E��■E�E•� E�E�E�■iir �-�'"E�'EIiE•E� E�E•E�■- E�E•�E�■E��E•E• � O..EE�E�■E��■! ESE•��E�E•..EEE��E��E�EI■El��■E�rEiE�E�■��E�■" �E�E�E�E��E�■E•�Ew� ��■�i�E�E�E�EiE�E•■E�■■�E•��-� -�: � �� -�� r �� ice■ ��E• � �- E�■■� �-�I�� r � ��_ � � �■■��_o� �E ��_�_ �� =E •�� E•E�rE•�E��E�E•■'�■.■E•�E�■E�■.■.■■�■E�■ E_EE��E•��®ErE��.-E�Er��=�� Ef� �� - �� -� E • �'�� ErEE��E�� E�■■E■■E•�.�■E�■■EA■E�■wE�EIE•E•■■E�■■■EiE•�E�.��E�■E��_ ��.�E•E�i■�E�E•�E�aE�E� E■■.E•��r�■■E�E��■ E�E•■E•EE� ■�nEi E�EE�®�rE�I�E��E�E��E�ErEr■�E�wE•E•E��■E�■■I•rE�E�■��E•E�■■■E�E�E�� ## ## Lu cc w 03 < Lu c%j 0 fr CC � 0 x e.i 0 CO:c m + CD J u trs w ern Lk v ar amLLIi O [CEA f 11 /7I C/7 c,a 3 El� y �C3 8097 4 r � NGINOr � v 9.0 U3 Q DESIGNED BY' RSF DRAWN BY: CGL CHECKED BY: JCG PROJECT NO.: 3097-F Lu m tz HORZ.:1 ° = 50' L SHEET 4 of 7 C2 w E2 w w 03 oc © o 0 fr CC � 0 fr C) CO:c m + Z J ® C!5 v O [CEA f 11 /7I y �C3 8097 4 r � NGINOr � /� fr ��Y • C.�`��1 DESIGNED BY' RSF DRAWN BY: CGL CHECKED BY: JCG PROJECT NO.: 3097-F HATE:. FEBRUARY 2015 SCALE: HORZ.:1 ° = 50' VERT.:1" = 5' SHEET 4 of 7 C2 Property Of ~' #yF, KommareddiSreenivoso RAO s �.1 o polls Y J �eok W 25' 0 705 700 695 • s � 675 670 5 50' SCALE: 1" - 50' 23+00 11 i� IPFJ 1PFJ 100' 150' 24+00 OPEN CUT Property Of Mecvens Gate Church Trustees 25+00 Brick Sign, Landscaping w/ Block Border. Power Meter South End Of sign STA 24+58.65 ,L 191' 46' 30" Property Of Frenzlit GrundstucksgeselIschaft STA 26+28.83 n 4127° 56' 58" 1 20 PERMANENT EASEMENT ONLY, NO CONSTRUCTION EASEMENT AT WETLANDS FROM STA 26+15 TO STA 26+85 26+00 20' PERMANEI T EASEMENT W/ 10' TEMPO ARY CONSTRUCTIOq EASEMENT EACH SIDE M PERMANENT EASEMENT AT STREAM CROSSSING SSMH 111 STA 28+24.07 4113* 45'22" I 1 2.7+00 SSMH 110 TEMPORARY STREAM CROSSING AND STA 27+3.36 /-(-[ eQc Q PIDP ep 28+00 29+00 ROCK CHECK DAM (TYP) f Rrw kk TEMP CONSTRUCTION ENTRANCE oda (TYP) C/L 20'PERMANENT EASEMENT FOR ACCESS TO SEINER MAIN FROM PUBLIC ROAD R/W SSMH 112 STA 30+87.98 ,4101°41'59" 6" SEWER SERVICE WITH CLEANOUT EROSION COWROL MATTING (TYP) EX SKIMMER BASIN SHALL. BE DRY WHEN EXCAVATING IN BERM Property 0f Frenzlit Grundstucksgesellschaft 30+00 31+00 Z z ' 0 W <� 0Wz ..I +C- V <za Z LL 705 700 695 ! ! r � 675 670 0 `D L w w C a CC' A �f 0 © w �- ni c3 c� ir }-r a I C) 0 - 6 U � o N h• Z --- V) Q1 ,c tr) -�2 a O�`7'' C RECEIVED N.C. Dept. of ENR MAR 12 2015 n r Property Of ~' #yF, KommareddiSreenivoso RAO s �.1 o polls Y J �eok W 25' 0 705 700 695 • s � 675 670 5 50' SCALE: 1" - 50' 23+00 11 i� IPFJ 1PFJ 100' 150' 24+00 OPEN CUT Property Of Mecvens Gate Church Trustees 25+00 Brick Sign, Landscaping w/ Block Border. Power Meter South End Of sign STA 24+58.65 ,L 191' 46' 30" Property Of Frenzlit GrundstucksgeselIschaft STA 26+28.83 n 4127° 56' 58" 1 20 PERMANENT EASEMENT ONLY, NO CONSTRUCTION EASEMENT AT WETLANDS FROM STA 26+15 TO STA 26+85 26+00 20' PERMANEI T EASEMENT W/ 10' TEMPO ARY CONSTRUCTIOq EASEMENT EACH SIDE M PERMANENT EASEMENT AT STREAM CROSSSING SSMH 111 STA 28+24.07 4113* 45'22" I 1 2.7+00 SSMH 110 TEMPORARY STREAM CROSSING AND STA 27+3.36 /-(-[ eQc Q PIDP ep 28+00 29+00 ROCK CHECK DAM (TYP) f Rrw kk TEMP CONSTRUCTION ENTRANCE oda (TYP) C/L 20'PERMANENT EASEMENT FOR ACCESS TO SEINER MAIN FROM PUBLIC ROAD R/W SSMH 112 STA 30+87.98 ,4101°41'59" 6" SEWER SERVICE WITH CLEANOUT EROSION COWROL MATTING (TYP) EX SKIMMER BASIN SHALL. BE DRY WHEN EXCAVATING IN BERM Property 0f Frenzlit Grundstucksgesellschaft 30+00 31+00 Z z ' 0 W <� 0Wz ..I +C- V <za Z LL 705 700 695 ! ! r � 675 670 0 us w w C Q CC' A 0 © w �- ni c3 cr ir }-r a i C) 0 �, -45 U N h• Z --- Uj co c, E a CD C RECEIVED N.C. Dept. of ENR MAR 12 2015 n r C) U U CC*'7 J 97 r C+J LU W RSF DRAWN BY: LLJ CHECKED BY' JCG PROJECT NO.: 3097-F DATE: FEBRUARY 2015 SCALE: HORZ.:1" = S Y VERT.:1 " = 6 SHEET J' OF 7 LLJ ar w w C W Q 0 © Q 0 cr ir }-r a i C) Oco Cx] ZCl) N - co C~i] a to RECEIVED N.C. Dept. of ENR MAR 12 2015 Winston-Salem Regional Office tiC1A[?0��1 97 r C. I` DESIGNED BY: RSF DRAWN BY: CCL CHECKED BY' JCG PROJECT NO.: 3097-F DATE: FEBRUARY 2015 SCALE: HORZ.:1" = S Y VERT.:1 " = 6 SHEET J' OF 7 1 0 Y PICK HOLES (TYP OF 2 @2 1800 ) TOP OF COVER BOTTOM OF COVER RING AND COVER SHALL HAVE TONAL COMBINED WEIGHT OF 300 LB MIN AND BE SUITABLE FOR H-20 LOADING 2-1" DIA PERFORATIONS READ FOR ALL TYPES OF COVERS. WATER, SANITARY SEWER AND STORM SEWER. (OMIT FOR WATERTIGHT MANHOLES) /$" MIN CLR FULL 1'-11 1/7" COVER PERIMETER NI �++Z R 1n 311 4 4-3/8" I Ar. BOLTS COVER LETTERING DETAIL 4-3/8" LAG BOLTS 4" MIN STANDARD MANHOLE RING AND COVER NOT TO SCALE PAVEMENT SMALL BE SAW CUT TO PROVIDE A CLEAN EDGE (TYP.) SAWCUT AFTER TRENCH HAS BEEN BACKFILLED (TYP) SAWCUT PRIOR TRENCH EXCAVATION (TYP) UQTES: 1. PAVEMENT ON NON -STATE ROADS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT WAS MADE. 2. OPEN GUT NCDOT ROADWAYS SHALL BE REPAIRED PER NCDOT REQUIREMENTS I 1211 i "lel A. AREA TO BE COMPACTED. B. 6" OF CRUSHED STONE. C. 2" BITUMINOUS CONCRETE SURFACE COURSE S-9.53 A D. 8" CRUSHED STONE. E. NEW CONCRETE V2" TRICKER THAN EXISTING CONCRETE, BUT NOT LESS THAN 6" THICK. PRIVATE CONCRETE DRIVE `r PAVEMENT REPLACEMENT SD1 / NOT TO SCALE 4-3/8" LAG S COVER LETTERING DETAIL. BOLT DOWN COVER W/ 4-1/2" BOLT HOLES AT 900 AND RECESS FOR BOLT HEADS BOTTOM OF----`.. f ,r 6 MOTE: RING AND COVER SHALL HAVE I/2" MIN. TOTAL COMBINED WEIGHT OF 300 LB MIN AND BE SUITABLE FOR H-20 LOADING W MIN CLR FULL 1'-11 I "COVER - - PERIMETER irrl ` 1rr TOP OF COVER -2-1" DIA PERFORATIONS READ FOR ALL TYPES OF SEWERANDWATER SEWER. (OMIT FOR WATERTIGHT MANHOLES) BOLTING LUGS PICK MOLES (TYP OF 2 0 180*) THREADED HOLES -4 AT 90* W/ 4-3/8"X1-3/4" STAINLESS STEEL (TYPE 316) HEX HEAD BOLTS 4-3/8" LAG BOLTS 1" MAX BOLTING LUG SEAT ID 1'-10" MIN (TYP OF 4) 4" MIN 21-011 MIN 4" MIN 2'-10" MAX STANDARD MANHOLE RING AND BOLT DOWN COVER cn, I NOT TO SCALE PROVIDE 3000 PSI CONCRETE ENCASEMENT IN PAVED AREAS. 2 j SURFACE COURSE 8r -21; BASE COURSE 'MANHOLE RING & COVER LLI Lu J� �u Ix 0 ~U <zo z u - SECURE FRAME TO MANHOLE WITH 4 EQ. SPACER %" ANCHOR BOLTS IN NON-TRAFFSC AREAS USE ROPE MASTIC �, � f COMPACTED SEAL UNDER FRAME FILL MANHOLE IN MANHOLE IN PAVEMENT & SIDEWALKS NON -PAVED AREAS r4`� MANHOLE FRAME & COVER NOT TO SCALE ENTIRE SERVICE. SAME MATERIAL UNLESS IN PAVED AREAS � c STANDARD OR MANHOLE RING INDICATED ON WATERTIGHT & COVER AS DRAWINGS ,� 4-3/8 LAG BOLTS. STAINLESS STEEL STRAP (WHERE THE WYE, BEND AND RISER MUST BE CAST IRON) I (b o a ry Q SEE PAVEMENT C) BENEATH FRAME ti DUCTILE IRON PIPE yr c n uaCC ¢tea e, N a c Q 0) SPECIFICATIONS OAST IRAN feTH BEND UN1-- Y PICK HOLES (TYP OF 2 @2 1800 ) TOP OF COVER BOTTOM OF COVER RING AND COVER SHALL HAVE TONAL COMBINED WEIGHT OF 300 LB MIN AND BE SUITABLE FOR H-20 LOADING 2-1" DIA PERFORATIONS READ FOR ALL TYPES OF COVERS. WATER, SANITARY SEWER AND STORM SEWER. (OMIT FOR WATERTIGHT MANHOLES) /$" MIN CLR FULL 1'-11 1/7" COVER PERIMETER NI �++Z R 1n 311 4 4-3/8" I Ar. BOLTS COVER LETTERING DETAIL 4-3/8" LAG BOLTS 4" MIN STANDARD MANHOLE RING AND COVER NOT TO SCALE PAVEMENT SMALL BE SAW CUT TO PROVIDE A CLEAN EDGE (TYP.) SAWCUT AFTER TRENCH HAS BEEN BACKFILLED (TYP) SAWCUT PRIOR TRENCH EXCAVATION (TYP) UQTES: 1. PAVEMENT ON NON -STATE ROADS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT WAS MADE. 2. OPEN GUT NCDOT ROADWAYS SHALL BE REPAIRED PER NCDOT REQUIREMENTS I 1211 i "lel A. AREA TO BE COMPACTED. B. 6" OF CRUSHED STONE. C. 2" BITUMINOUS CONCRETE SURFACE COURSE S-9.53 A D. 8" CRUSHED STONE. E. NEW CONCRETE V2" TRICKER THAN EXISTING CONCRETE, BUT NOT LESS THAN 6" THICK. PRIVATE CONCRETE DRIVE `r PAVEMENT REPLACEMENT SD1 / NOT TO SCALE 4-3/8" LAG S COVER LETTERING DETAIL. BOLT DOWN COVER W/ 4-1/2" BOLT HOLES AT 900 AND RECESS FOR BOLT HEADS BOTTOM OF----`.. f ,r 6 MOTE: RING AND COVER SHALL HAVE I/2" MIN. TOTAL COMBINED WEIGHT OF 300 LB MIN AND BE SUITABLE FOR H-20 LOADING W MIN CLR FULL 1'-11 I "COVER - - PERIMETER irrl ` 1rr TOP OF COVER -2-1" DIA PERFORATIONS READ FOR ALL TYPES OF SEWERANDWATER SEWER. (OMIT FOR WATERTIGHT MANHOLES) BOLTING LUGS PICK MOLES (TYP OF 2 0 180*) THREADED HOLES -4 AT 90* W/ 4-3/8"X1-3/4" STAINLESS STEEL (TYPE 316) HEX HEAD BOLTS 4-3/8" LAG BOLTS 1" MAX BOLTING LUG SEAT ID 1'-10" MIN (TYP OF 4) 4" MIN 21-011 MIN 4" MIN 2'-10" MAX STANDARD MANHOLE RING AND BOLT DOWN COVER cn, I NOT TO SCALE PROVIDE 3000 PSI CONCRETE ENCASEMENT IN PAVED AREAS. 2 j SURFACE COURSE 8r -21; BASE COURSE 'MANHOLE RING & COVER LLI Lu J� �u Ix 0 ~U <zo z u - SECURE FRAME TO MANHOLE WITH 4 EQ. SPACER %" ANCHOR BOLTS IN NON-TRAFFSC AREAS USE ROPE MASTIC �, � f COMPACTED SEAL UNDER FRAME FILL MANHOLE IN MANHOLE IN PAVEMENT & SIDEWALKS NON -PAVED AREAS r4`� MANHOLE FRAME & COVER NOT TO SCALE ENTIRE SERVICE. SAME MATERIAL UNLESS IN PAVED AREAS PROPERTY WATER TIGHTLINE PLUG I STANDARD OR MANHOLE RING INDICATED ON WATERTIGHT & COVER AS DRAWINGS ,� 4-3/8 LAG BOLTS. STAINLESS STEEL STRAP (WHERE THE WYE, BEND AND RISER MUST BE CAST IRON) I OR GREATER THAN d � PROVIDE MASTIC SEAL SEE PAVEMENT I BENEATH FRAME ti DUCTILE IRON PIPE j FINISH GRADE c n uaCC ¢tea SEAL JOINTS PER DETAILS II II 6" 'MIN. -�i�l i SPECIFICATIONS OAST IRAN feTH BEND --r.--1/8th BEND EXTERNAL JOINT SEALS .� Yis OR 1Ie - WYE PER SPECIFICATIONS 0 z BEND OF 1.DX MIISIMUM GRADE � -� WATER TIGHT STEPS & T-4" IF rn x � ;, rr „�„ �, ; PLUG 611 MIN T_ t :.. I I I �I I I 1166 _ SOIL NOTE= �I — COMPACTED SAN SEWER SERVICES WHICH MWN i4 ARE TO ZO FT DEEP SHALL TAP TO BE MADE. ON THE TOP QUARTER OF REQUIRE BEDDING IN THE MAIN IN LINE WYE IS THE PREFERRED ACCORDANCE WITH SPLUNCATIONS METHOD FOR SANITARY SEWER SERVICES FOR FLEXIBLE PIPE SERVICES. OVER 20'AND UNDER 3` DEEP SHALL REQUIRE DIP FFIINIfi 4ED THREADED BRASS PLUG 4" THICKNESS 6„ 300 psi CONCRETE I SIDE VIEW TOP VIEW CLEAN OUT FOR WELL MAINTAINED AREAS {-- TOP OF MANHOLE AT OR ABOVE FIN GRADE AS INDICATED ON DRAWINGS FIN GRADE PRECAST CONCRETE GRADE RINGS WITH MASTIC SEAL AND GROUT OR BRICK AND MORTAR FOR GRADE IN,° P ADJUSTMENT (12" MAX HEIGHT) SPECIFIED. LOCATE ALONG VERT WALL 5" MIN 4'-0" DIA Vol - AND NOT OVER A UNLESS INDICATED PIPE OPENING OTHERWISE SLOPE 11/2" PER FT MIN ON DRAWINGS BRICK & MORTAR OR PRECAST INVERT THREADED ° ECCENTRIC CONE SECTION FILL ALL LIFT DOLES WITH NON -SHRINKING GROUT RISER SECTIONS AS NEEDED T BASE SECTION FLEXIBLE PIPE CONNECTOR W/ PAVED SURFACE BRASS PLUG MIN WIDTH EQUAL TO �cv STAINLESS STEEL STRAP r LLI C/3 OR GREATER THAN d � CAST IRON OR SEE `BASE THICKNESS r ti DUCTILE IRON PIPE ENCASEMENT c n uaCC ¢tea DETAILS 3/4 OUTLET OAST IRAN feTH BEND cn PIPE DIA ..•: C ca 0 C5 T rn x � AL; 611 MIN T_ t :.. .:,..,...:.4°`...° :° ; .. ° r -"—EXTENDED BASE WHERE DESIGNED BY: RSF tg - W T {NDIGATED ON DRAWINGS � CAST IRON WYE g � � oQ�c� °off ` a°� � aaQ °�,�c''�� CLEANOUT IN PAVED AREAS 2" MIN IF INVERT �- IS CAST WITH °° °° n a °° ` -' MlN. 12" NO. 67 STONE SECONDARY POUR (EXTEND H" BEYOND BASE) OR FIELD BUILT Li SANITARY_ SEWER TAP AND SERVICEIVB qTnNnaRn PRECAST CnNCRFTE MANHOLE NOT TO SCALE NOT TO SCALE rn z U5 Lu Iz Lu J Lij r LLI C/3 LLI 0 � 0CCD W v r ti o U LU ci c n uaCC ¢tea t7 ,� tin tsr Lu cn N G7 J C ca 0 C5 T rn x � AL; 8097 DESIGNED BY: RSF tg W W ICG � � g FEBRUARY 2015 m AS NOTED SHEET 6 OF 17 w mCI3 J Lij Z LLI C/3 LLI 0 � 0CCD O o U LU uaCC 2 ® cn LL! G7 J C 0 IC�q7.��f�,,� �k AL; 8097 DESIGNED BY: RSF DRAWN BY: CGL CHECKED BY: ICG PROJECT NO.: 3097-F DATE: FEBRUARY 2015 SCALE: AS NOTED SHEET 6 OF 17 V) 2"--3" COARSE--/ NOTE: AGGREGATE. 1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABLIZED. 2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE. 4. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED AND CLEANED IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE � SIl7 NOT TO SCALE STAPLE 7.47"' 7.47" T-2.34" LOCATIONS aVERL ALONG EDGES CTYP.) CiVERL BOTTOM BOTT0M uj I 7 I NETTING OR MATTING 1'-2.94" I I ACROSS MIDDLE cm eh w o ` I I O wa aui I INSTALLATION OF LINER: MAINTENANCE- 1. APPLY LIME, FERTILIZER, AND SEED BEFORE INSPECT AFTER RAINSTORMS LAYING LINED. FOR EROSION OR FAILURE. REPAIR ALL WASHED OUT 2. LAY LINER FORM TOP OF DITCH OF CHANNEL AREAS BY REGRADING, AND UNROLL IT DOWNGRADE. DO NOT RESEEDING, AND REINSTA-L- STRETCH OR LEAVE WRINKLES. ING MULCH. 3. BURY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE STAPLES ADN OVERLAP AS SHOWN ABOVE. r5_"� EROSION CONTROL MATTING cSD2 NOT TO SCALE Tj1 a� 0 IzC f cr cl I a� i Q U o a. NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAKS. 11%au%j 1 VL.l1.,J "A" STONE ELEVATION (2 TO 6 INCHES) SECTION ROCK CHECK DAM SD2 NOT TO SCALE 6 MIN LENGTH AS NOTED ON PLANS w a- 0 BORE PIT 5' - & HIGH STOCKPILE FOR 15, BORE PIT EXCAVATION LENGTH AS REQUIRED WIDTH AS NOTED ON PLANS AREA FOR BORE HOLE MATERIAL SILT FENCE ROAD OR STREET CASING PIPE 6 TYPICAL HORIZONTAL BORE SITE SD2 NOT TO SCALE 120 a�■ono CONSTRUCTION EASEMENT 1: MAY 1 - AUG. 15 1 ryl�"I VMIN 40 !j ` RIPRAP AND SAND ■■■■ - s 1■■■ LIME CC 2,000 BAGS 'KEYED 1'-G" 10-10-10 750 MULCH STRAW DEWATERING BASIN MIN INTO STREAM I 12" # 57 (STONE FILTER BASIN) BANKS AND BED WASHED C> Z_ a LIME WJ 2:1 SIDE SLOPES SILT STONE - 1 1,000 MULCH STRAW �. 4,000 CARS°/ r SES d TEMP STONE C. C) DESIGNED BY: RSF DRAWN BY: DAM CHECKED BY. cn x mm R PROJECT NO.: 3097-F 2 C-2 M SCALE: AS NOTED SHEET 7 OF 7 SD2_ TEMP RIPRAP TOP OF FLOW_ z _LuL1 APRON BANKS - $ MIL 2 La POLYETHYLENE TEMP 24" T 42" CMP FABRIC I 10'_0,1 PIPELINE CROSSING STREAM RIPRAP AND SAND MIN BAGS KEYED 1'4" PLAN MIN INTO STREAM TEMP RIPRAP NOTES: BANKS AND BED APRON 8 MIL CONSTRUCTION EASEMENT 1. STONE FOR DAM AND POLYETHYLENE TEMP STONE DAM CROSSING TO BE CLASS B FABRICRIPRAP UNLESS OTHERWISE 12" #57 WASHED � NOTED ON PLANS. TOP OF BANK STONE w 2. CULVERT SIZE AND NUMBER EX STREAM BED;' ` ti r I AS SHOWN ON PLANS. 3. WHEN TEMPORARY CROSSING IS NO LONGER NEEEDED, co FILTER REMOVE TEMP CMP, DAM, AND FABRIC I SANDBAGS AND RIPRAP ALL. TEMP 24" DISTURBED, AREAS WITHIN PIPELINE CROSSING STREAM TO 42" STREAM BANKS. SECTION CMP o TEMPORARY STREAM (CROSSING NTS WIRE MESH SILT FILTERING FABRIC STONE FILTER OF 1" GRAVEL PLACED AGAINST FENCE WHERE REQUIRED 8'-0" MAK. 81-011 MAX. FRONT 'SECTION NOTES: A) POSTS SET AT DEPTHS OF 4' FUR EARTH BACKFILL. ANCHOR DITCH IS 9"x91' AND FILL IS TO BE COMPACTED.. B) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP. C) CONTRACTOR MAY USE ALTERNATE MATERIAL. OR METHOD UPON APPROVAL FROM ENGINEER. 3 SILT FENCE SD2 NOT TO SCALE SILT FENCE KEYED INTO RIPRAP DAM 2.-0," REMOVE SILT FENCE ABOVE DAM *57 WASHED STONE FULL FACE OF DAM �� SILT FENCE AT ✓•. /hr /Jrrr , r CENTER OF DAM rv_0MIN CLASS B SILT FENCE FRONT VIEW RIP -RAP CONTINUES THROUGH DAM 1211 OF +57 2 WASHED STONE NQj ' FLOW HEIGHT AND WIDTH DETERMINED -� BY EX. TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. 11ARI S MAINTENANCE. SECTION 1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. CHECK THE STRUCTURE FOR EROSION, PIPING, AND FLOC DISPLACEMENT. MADE ANY REQUIRED REPAIRS IMMEDIATELY. 2. 'REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. 3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. r7_-� STONE CUTLET SD2 NOT TO SCALE 1 11- 1 i4. • . r u... %1v . v BE KEYED INTO TOP OF SLOPE SMOOTH FOUNDATION —� UNDER FILTER FABRIC' MIN DEPTH RIPRAP GLASS -- B 11 2 RIPRAP CLASS INDICATED ON PLANS r,r 1�1 U Z r,f _ :2 SLOPE AND STREAMBANK PROTECTION NOT TO SCALE LOW MAINTENANCE AREAS PLANTING DATES GRASS TYPE POUNDS/ACRE YEAR ROUND PENSACOLA BAHIA 50 KY 31 TALL FESCUE 50 CENTIPEDE 5 LIME 4,000 FERTILIZER 10-20-20 504 MULCH STRAW 4,000 0 Z O WI— imEz L7C O :J 0 0 C) 27 L- LL ON 2:1 ,SLOPES DELETE CENTIPEDE AND ADD 25 POUNDS I ACRE OF SERICEA LESPEDEZA. HIGH MAINTENANCE AREAS TEMPORARY SEEDING PLANTING DATES GRASS TYPE MESON. ■■■��■I I d:,1■■■■ :. 120 a�■ono KOBE LESPEDEZA 1: MAY 1 - AUG. 15 ■■■■ 1 40 !j ` RYE (GRAIN) ■■■■ - s 1■■■ LIME CC 2,000 �� 111■■■ i ,�, 10-10-10 750 MULCH STRAW � CO 4,000 PERMANENT SEEDING PLANTING DATES GRASS TYPE POUNDSIACRE APPROVEDall KY -31 TALL FESCUE a LIME • SILT FERTILIZER •' 1,000 MULCH STRAW �. 4,000 CARS°/ r SES d z C. C) DESIGNED BY: RSF DRAWN BY: CGL CHECKED BY. FRONT 'SECTION NOTES: A) POSTS SET AT DEPTHS OF 4' FUR EARTH BACKFILL. ANCHOR DITCH IS 9"x91' AND FILL IS TO BE COMPACTED.. B) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP. C) CONTRACTOR MAY USE ALTERNATE MATERIAL. OR METHOD UPON APPROVAL FROM ENGINEER. 3 SILT FENCE SD2 NOT TO SCALE SILT FENCE KEYED INTO RIPRAP DAM 2.-0," REMOVE SILT FENCE ABOVE DAM *57 WASHED STONE FULL FACE OF DAM �� SILT FENCE AT ✓•. /hr /Jrrr , r CENTER OF DAM rv_0MIN CLASS B SILT FENCE FRONT VIEW RIP -RAP CONTINUES THROUGH DAM 1211 OF +57 2 WASHED STONE NQj ' FLOW HEIGHT AND WIDTH DETERMINED -� BY EX. TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. 11ARI S MAINTENANCE. SECTION 1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. CHECK THE STRUCTURE FOR EROSION, PIPING, AND FLOC DISPLACEMENT. MADE ANY REQUIRED REPAIRS IMMEDIATELY. 2. 'REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. 3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. r7_-� STONE CUTLET SD2 NOT TO SCALE 1 11- 1 i4. • . r u... %1v . v BE KEYED INTO TOP OF SLOPE SMOOTH FOUNDATION —� UNDER FILTER FABRIC' MIN DEPTH RIPRAP GLASS -- B 11 2 RIPRAP CLASS INDICATED ON PLANS r,r 1�1 U Z r,f _ :2 SLOPE AND STREAMBANK PROTECTION NOT TO SCALE LOW MAINTENANCE AREAS PLANTING DATES GRASS TYPE POUNDS/ACRE YEAR ROUND PENSACOLA BAHIA 50 KY 31 TALL FESCUE 50 CENTIPEDE 5 LIME 4,000 FERTILIZER 10-20-20 504 MULCH STRAW 4,000 0 Z O WI— imEz L7C O :J 0 0 C) 27 L- LL ON 2:1 ,SLOPES DELETE CENTIPEDE AND ADD 25 POUNDS I ACRE OF SERICEA LESPEDEZA. HIGH MAINTENANCE AREAS TEMPORARY SEEDING PLANTING DATES GRASS TYPE POUNDS/ACRE JAN. 1 - MAY 1 RYE (GRAIN) 120 KOBE LESPEDEZA 50 MAY 1 - AUG. 15 GERMAN MILLET 40 AUG.15 - DEC. 30 RYE (GRAIN) 120 LIME CC 2,000 FERTILIZER 10-10-10 750 MULCH STRAW � CO 4,000 PERMANENT SEEDING PLANTING DATES GRASS TYPE POUNDSIACRE AUG. 20 - OCT. 25 KY -31 TALL FESCUE 200-250 LIME _..I 0 4,000 FERTILIZER 10-10-10 1,000 MULCH STRAW 4,000 MULCH THRESHED STRAW OF OATS, WHEAT, OR RYE; FREE FROM SEED OF OBNOXIOUS WEEDS; OR CLEAN SALT HAY. STRAW WHICH IS FRESH AND EXCESSIVELY BRITTLE OR STRAW WHICH IS IN SUCH AN ADVANCED STAGE OF DECOMPOSITION AS TO SMOTHER OR RETARD GROWTH OF GRASS WILL NOT BE ACCEPTABLE. WATER WATER SHALL BE FREE FROM SUBSTANCES HARMFUL TO GROWTH OF GRASS. MAINTENANCE SERVICE MAINTAIN SEEDED AREAS UNTIL GRASS IS WELL ESTABLISHED AND EXHIBITS A VIGOROUS GROWING CONDITION FOR A MINIMUM OF TWO CUTTINGS. MOW GRASS AT REGULAR INTERVALS TO A MAXIMUM HEIGHT OF 3 INCHES. HAND CLIP WHERE NECESSARY. CONTROL GROWTH OF WEEDS. APPLY HERBICIDES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER AREAS SEEDED BETWEEN MAY 1 AND JULY 15 AT SUCH INTERVALS AS TO MAINTAIN THE SEEDED AREA IN A MOIST CONDITION UNTIL THE GRASS IS ESTABLISHED AND ACCEPTED BY THE ENGINEER. PROVIDE EQUIPMENT TO TRANSPORT AND DISTRIBUTE THE WATER TO THE SEEDED AREAS. AREAS SEEDED BETWEEN SEPTEMBER 1 AND NOVEMBER 1 NEED NOT BE IRRIGATED BEYOND THE INITIAL WATERING SPECIFIED ABOVE EXCEPT THAT THE CONTRACTOR MAY APPLY WATER AT HIS OWN DISCRETION. SEEING SCHEDULE EROSION CONTROL CONSTRUCTION SEQUENCE 1. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS. 2. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (910-433-3300) FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS. 3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND REMOVE ACCUMULATED SEDIMENT WHEN HALF FULL. RECORD INSPECTION ON STORM WATER INSPECTION FORMS. SUBMIT FORMS EACH MONTH WITH PAY REQUEST. 5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED OR DIRECTED BY ENGINEER. 6. SEED AND MULCH DISTURBED AREA WITHIN FIFTEEN (15) WORKING DAYS: A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION. B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME. 7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA, AND SEED AND MULCH. co z cn LLI Ir CID Cc W J Lj V3 LU GSI 0 Q4 C3 CC Cc: Z U CD � N z = � � CO U —0 Ln < cn _ ! N Eip C17 C) _..I 0 C E _ cue x LW CARS°/ r SES d z C. C) DESIGNED BY: RSF DRAWN BY: CGL CHECKED BY. cn x mm R PROJECT NO.: 3097-F 2 C-2 M SCALE: AS NOTED SHEET 7 OF 7 SD2_ LuLu z _LuL1 2 La CID Cc W J Lj V3 LU GSI 0 Q4 C3 CC Cc: Z U CD Cc z = � � CO U —0 �� < cn _ a C17 _..I 0 0 Cc W CARS°/ r SES 4 �. 8097ZZ f��i�Ill GVsA'��. C. DESIGNED BY: RSF DRAWN BY: CGL CHECKED BY. JGG PROJECT NO.: 3097-F DATE: FEBRUARY 2015 SCALE: AS NOTED SHEET 7 OF 7 SD2_ OPEN CUT CONC D/W. REPAIR WITH REINFORCED CONCRETE. NO JOINT BETWEEN ENDS OF REPAIR. SEE DETAIL 6/SD1. Property Of '�- Kommoreddi Sreenivaso RAO � i n ► - � 0. � Z T° ota`s - l L Eas era f woody►'�- Brick Sign, Landscaping w/ Block Border. Power Meter South End of sign Property Of 1=renzlit Grundstucksgesellschoft SgMH 110 TEMPORARY STREAM /� k I STA 27+41.19 f- f-1aCc I aC 0 ret) ROCK CHECK DAM (TYP)� ✓v c.-mr Pill _ �.. F©c ---vim' R1W TEMP CONSTRUCTION ENTRANCE a 0 d` s roe 01 Berm (TYP) G/L 20'PERMANENT EASEMENT FOR ACCESS TO SEWER MAIN TPP of Berm FROM PUBLIC ROAD R/W' SSMH 11'2 -�-- STA 30+95.80 0 4101' 41'59" N 6" SEWER SERVICE a E"xsktiaarraer WITH CLEANOUT Sediment Bassa 1901Nv EROSION CONTROL A splwway MATTING (TYP) af�m EX SKIMMER BASIN 0 SHALL BE DRY WHEN EXCAVATING IN BERM W 00f/S n Property Of Frenzlit Grundstucksgesefischaft y ■Mi�1�111� mm== mmmm � ��It1■�i • di 1 �� 11■■�ii ii 0 C lumiE ,<U)=, j F- �aO J00 a Z=�" LL. LL � ry1�it�3r�04 pppROVED �'T�� 0 U) LU it a 9 c7 cc w z C7 0 W se a a' W +`�4irr► yrs t� CAR 1 • r •a r� " 097 DESIGNED BY. RSF DRAWN BY: CGL CHECKED BY: JCG PROJECT NO.; 3097-F DATE: FEBRUARY 2016 SCALE: VERT.,1'= 6 SHEET 5 OF 7 r of ENR 0 205 W -Salerr. C3 Elio ofice G' 1— N r - < W" r - —680 C �P cc 1. CD -- U v� z W aN cv en WA • R F w ca W • r 11 Gr w SEWE 4 1 r ,w f • dr +f +w s e+ 7 ��'�l�� 111111111111■ �� - � -rim m=mm'qm11=m C iS �'"" 6 gin ■ � .. � C � d' HE �I ��C ��C �1�I+1�A■i �� i i �1■�iiii�i�1��1�i■iii�� i��_d�r.�i�0i� _ ` Id: M. �N— �m •mm==m=�-Mi��r��ii �ii1i��ii �iw��i��i�ii�®■�u�i� Ir�� ®��i1 � �ii�i ��■ii�l�■�i��If■■■■�■I�Ii �ii�� k�ii�� i�i��■■ i + ®��r■��I�i■i mmm!•mi1■■gym=mm� �■��ii-■ii- .�ii1��i1�i� _ ROCK CHECK DAM (TYP)� ✓v c.-mr Pill _ �.. F©c ---vim' R1W TEMP CONSTRUCTION ENTRANCE a 0 d` s roe 01 Berm (TYP) G/L 20'PERMANENT EASEMENT FOR ACCESS TO SEWER MAIN TPP of Berm FROM PUBLIC ROAD R/W' SSMH 11'2 -�-- STA 30+95.80 0 4101' 41'59" N 6" SEWER SERVICE a E"xsktiaarraer WITH CLEANOUT Sediment Bassa 1901Nv EROSION CONTROL A splwway MATTING (TYP) af�m EX SKIMMER BASIN 0 SHALL BE DRY WHEN EXCAVATING IN BERM W 00f/S n Property Of Frenzlit Grundstucksgesefischaft y ■Mi�1�111� mm== mmmm � ��It1■�i • di 1 �� 11■■�ii ii 0 C lumiE ,<U)=, j F- �aO J00 a Z=�" LL. LL � ry1�it�3r�04 pppROVED �'T�� 0 U) LU it a 9 c7 cc w z C7 0 W se a a' Z U 0 to F e Im W u'7 m C0 0 W +`�4irr► yrs t� CAR 1 • r •a r� " 097 DESIGNED BY. RSF DRAWN BY: CGL CHECKED BY: JCG PROJECT NO.; 3097-F DATE: FEBRUARY 2016 SCALE: VERT.,1'= 6 SHEET 5 OF 7 r of ENR 0 205 W -Salerr. C3 Elio ofice G' 1— N r - < W" - —680 C �P cc 1. CD -- U v� z W aN cv en W w ca W Z U 0 to F e Im W u'7 m C0 0 705 700 695 690 685 0 C� V 675 670 665 NC AIR f 501 +`�4irr► yrs t� CAR 1 • r •a r� " 097 DESIGNED BY. RSF DRAWN BY: CGL CHECKED BY: JCG PROJECT NO.; 3097-F DATE: FEBRUARY 2016 SCALE: VERT.,1'= 6 SHEET 5 OF 7 r of ENR 0 205 W -Salerr. C3 Elio ofice - —680 �. _- - - — --- --