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HomeMy WebLinkAbout20131190 Ver 1_Site Plan_20131112I VAN mi i r Mml� CULVERT REPLACEMENT M r VICINITY , 'AP NOT TO SCALLE If's I I al 110 AM a CITY Co-""' uu 'NCIL WAYNE DELLINGER ROBERT ABERNATHY X\ MARY BESS CAWING TOM ROWE WES WEAVER F'Iftrl •11 �• rd Imalml mon T5, u fill s I'lW/ I 7 IC-13 1 17 1 dd '-IQUAUry mi 0 ff Is R T Hme CAA Hmm=%'O L I Ift Nm A A-46. A 9 'tj T 0 uomk k B E r "n"' 2u AV% ff J I VAN mi i r Mml� CULVERT REPLACEMENT M r VICINITY , 'AP NOT TO SCALLE If's I I al 110 AM a CITY Co-""' uu 'NCIL WAYNE DELLINGER ROBERT ABERNATHY X\ MARY BESS CAWING TOM ROWE WES WEAVER F'Iftrl •11 �• rd Imalml mon A AREA LP LIGHT POLE ABAND ABANDONED LT LEFT ABC AGGREGATE BASE COURSE LWL LOW WATER LEVEL AC ACRES HUB & TACK b A.F.F. ABOVE FINISHED FLOOR MAX MAXIMUM AL ALUMINUM MECH MATERIAL APPROX APPROXIMATE MATL MECHANICAL ASPH ASPHALT MFR. MANUFACTURER ASSY ASSEMBLY MH MANHOLE AV AVERAGE MJ MECHANICAL JOINT ARV AIR RELEASE VALVE MIN MINIMUM AZ AZIMUTH MON MONUMENT AWWA AMERICAN WATER WORKS ASSOCIATION FORCE MAIN Flt --® N/A NOT AVAILABLE B -B BACK OF CURB TO BACK OF CURB N NORTH BLDG BUILDING NAD 83 NORTH AMERICAN DATUM 1983 BM BENCHMARK NC NORMAL CROWN BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY BW BARB WIRE NO. NUMBER RIP -RAP NTS NOT TO SCALE C &G CURB AND GUTTER NOM NOMINAL CB CATCH BASIN NWL NORMAL WATER LEVEL CL CENTERLINE CIP CAST IRON PIPE OC ON CENTER CI CURB INLET OD OUTSIDE DIAMETER CLR CLEARANCE O/H OVERHEAD CM CONCRETE MONUMENT ORIG ORIGINAL CMP CORRUGATED METAL PIPE CMU CONCRETE MASONARY UNIT PC POINT OF CURVATURE CO CLEAN OUT ?ED PEDESTAL CONC CONCRETE PE PLAIN END CONT CONTINUOUS PI POINT OF INTERSECTION CONSTR CONSTRUCTION ?IV POST INDICATOR VALVE CONTR CONTRACTOR P PROPERTY LINE COR CORNER f,P POWER POLE CP &L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE CULV CULVERT PSI- POUNDS PER SQUARE INCH !PVC POLYVINYL CHLORIDE D DEPTH PT POINT OR POINT OF TANGENCY DI DROP INLET PVMT PAVEMENT DIA DIAMETER DIP DUCTILE IRON PIPE R RADIUS DIM DIMENSION R/W RIGHT OF WAY DISCH DISCHARGE PCP REINFORCED CONCRETE PIPE DIST DISTANCE REF REFERENCE DOT DEPARTMENT OF TRANSPORTATION REQ'D REQUIRED DW DOMESTIC WATER RET RETAINING DELTA REV REVISED RPZ REDUCED PRESSURE ZONE E EAST RPM REVOLUTIONS PER MINUTE EA EACH PEINF REINFORCED EFF EFFLUENT PT RIGHT EIP EXISTING IRON PIPE EL ELEVATION S/W SIDEWALK ELEC ELECTRIC SAN SANITARY EP EDGE OF PAVEMENT SCH SCHEDULE EW EACH WAY SDMH STORM DRAINAGE MANHOLE 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 SYM SYMBOL FPS FEET PER SECOND FT FEET T TANGENT FTG FOOTING TBM TEMPORARY BENCH MARK TCP TERRA COTTA 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 CURB GV GATE VALVE TOP TOP OF SLOPE GYP GYPSUM TOW TOP OF WALL TP TELEPHONE POLE HCP HANDICAPPED TRANS TRANSFORMER HT HEIGHT TYP TYPICAL HOR HORIZONTAL HP HORSE POWER U/G UNDERGROUND HWA HIGH WATER ALARM HWL HIGH WATER LEVEL VC VERTICAL CURVE HYD HYDRANT VCP VITRIFIED CLAY PIPE ;PERT VERTICAL ID INSIDE DIAMETER VOL VOLUME IN INCH YPC VERTICAL POINT OF CURVATURE IN /HR INCHES PER HOUR VPI VERTICAL POINT OF INTERSECTION INF INFLUENT VPT VERTICAL POINT OF TANGENCY INT INTERSECT INV INVERT W/ WITH IPS IRON PIPE SET WL WATER LINE ISL ISLAND AVM WATER METER 'WT WEIGHT JB JUNCTION BOX wV WATER VALVE ITP WATER TREATMENT PLANT KWY KEYWAY WWF WELDED WIRE FABRIC WWTP WASTE WATER TREATMENT PLANT LF LINEAR FEET L LENGTH yl YARD INLET pz fA t§ Q Wow Jai t ADHERE TO THE iFOLLOWING ITEMS IN THE CONSTRUCTION OF THE UTILITY, WETLAND AND APPURTENANCES UNLESS OTHERWISE NOTED. GENERAL 1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY CORNERS BY A PROFESSIONAL LAND SURVEYOR. 3. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES, SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER 3 INCH IN DIA.). REINSTALL ITEMS TO THEIR ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND RIGHTS -OF -WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED 4. SUPPORT EXISTINIG POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUC- TURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST.. 5. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 6 INCHES OF NCDOT NO. ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH. 6. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL. 7. FOR NCDOT STANDARDS SEE SPECIFICATIONS. 8. EX. WETLAND DISTURBANCE SHALL BE MINIMIZED. EX. WETLANDS SHALL ONLY BE DISTURBED IN LOCATIONS SHOWN ON DRAWINGS. CONSTRUCTION OUTSIDE THE TEMPORARY EASEMENT OF WETLANDS IS NOT PERMITTED. PROVIDE CONCRETE ANTI -SEEP COLLARS WHERE SHOWN ON DRAWINGS PER DWQ -401 WATER QUALITY CERTIFICATION DETAIL. (SEE SPECIFICATIONS) 9. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDOT, THOROUGHLY PER SPECIFICATIONS. 10. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED AT THE END OF EACH WORK DAY IN ALL DISTURBED AREAS. EROSION CONTROL 1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS & PIPES IN AND ADJACENT TO DISTURBED AREAS. 2. INSTALL SILT FENCE AROUND SPOIL PILES. PROVIDE EROSION' 'CONTROL MEASURES AROUND STOCK / WASTE PILES AND STAGING AREAS AS DIRECTED BY ENGINEER. 3. PROTECT STORM ipIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. 4. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP WITHIN 1E DAYS OF DISTURBANCE. 5. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP -RAP SHALL BE. PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. 6. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER. EROSION CONTROL COiNSTRUCTION SEQUENCE 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS. 3. ONCE EROSION CONTiROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF STORM DRAINAGE AND GRADING OF WETLAND, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEANOUT TRAPS ANID /OR CHECK DAMS WHEN HALF FULL. 5. AS CONSTRUCTION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER. 6. SEED AND MULCH DENUDED AREAS 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. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER. (13 0 v) uj CC SURVEY EXISTING 0,, &m BENCHMARK TEMPORARY BENCHMARK TBU oll ® cu CONCRETE MONUMENT O IRON PIPE v HUB & TACK b NAIL O NAIL & CAP t PK NAIL 004AJ CONIFEROUS TREE �Dd DECIDUOUS TREE 0 SHRUB (13 0 v) uj CC WATER 0,, NEW EXISTING SEWER \ SEWER NEW oll 040v WATER VALVE ►®. ¢D4FH FIRE HYDRANT EXISTING ® REDUCER /INCREASER t ® 004AJ AIR RELEASE �Dd ® cnv/m WATER METER I ® PLUG C am TELEPHONE YCC V yy YARD HYDRANT CLEAN OUT ® WELL WELL -W- WATER LINE VN SS SEWER LIIN£ UTILITIES _G_ (13 0 v) uj CC 0,, POWER POLE SEWER \ SEWER oll LIGHT POLE -)GUY GUY WIRE EXISTING NEW 0,, CABLE TV PEDESTAL 011am MANHOLE I am TELEPHONE PEDESTAL. ono CLEAN OUT @ PEO ❑ram TRANSFORMER SS SEWER LIIN£ SS ® _G_ GAS LINE FM FORCE MAIN Flt --® STORM DRAINAGE EROSION CONTROL EXISTING NEW EXISTING NEW ®C8 CATCH BASIN / INLET DITCH / SWALE �- D1 I>.. FLARED END SECTION STONE CHECK DAM stem MANHOLE INLET PROTECTION Ll RIP -RAP SILT FENCE (13 0 v) uj CC z 0 m v� Z W m W d J CL w QC I- W J v� J LLI U 0 va 0 co rr . e 0 co X Jul r.r. 1 rr ° r w C� 4o f Ems" �m 9 0 ©��fia0466�Utla� ° "� DESIGNED BY: CML DRAWN BY KMS CHECKED BY: CML PROJECT NO.: 3095 -X DATE: OCTOBER 2013 SCALE: I I z 0 m v� Z W m W d J CL w QC I- W J v� J LLI U 0 va 0 co rr . e 0 co X Jul r.r. 1 rr ° r w C� 4o f Ems" �m 9 0 ©��fia0466�Utla� ° "� DESIGNED BY: CML DRAWN BY KMS CHECKED BY: CML PROJECT NO.: 3095 -X DATE: OCTOBER 2013 SCALE: I Evil 0 { It t' ! t It E = 1341741.1090 t "- t N = 700455.8920 Elev = 878.3540 , t ` \j V " ' t " i 4 Woods / MH t , i " t i t t t 1 , / , t It t " t , t / t i t , ' It i t , i t , FREDERICK MATTHIEW THOMA It House '1236 Villa a Drive t Newton, NC :28658 " t " WM Parcel ID: 374017107315 Dged Book /Page ', 0796/0248 It t \\ i COy�ISTIZUC"�, ON MH- t << COULTER LEON 3 " ( 429 S. 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CONCRETE "RUBBLE" HEADWALL O' F55 - REMOVE EX. CURB AND GUTTER ILU cr- - REMOVE EX. WATERLINE ACROSS CULVERT - COORDINATE WITH PIEDMONT NATURAL GAS CD ap FOR THE TEMPORARY EXX.. GAI RE-ROUTING CV �- COORDINATE WITH THE CITY OF NEWTON FOR mart ww •rtwa. �� •M_u.e m M f r wurft rt 4r rre f ml eASU- m d c V z W w Q J A. cr- 6E w w d Q Z co v i SHEET 3 OF 6 w F CS Uj F CD ap .— 2 CV U, L Q " .--e CQ CT �L- aA f Z �Cm B z 'zs Op. J: N W OR W Q. W m d c V z W w Q J A. cr- 6E w w d Q Z co v i SHEET 3 OF 6 Conc. Bridge Supports Conc. Bridge' Support t 1 t t t It ;t �t 1 ; t 1 t l 1 t i e •- - 2 NEW 6" GATE VALVES AND BOXES ®- NEW 6" DUCTILE IRON WATERLINE - 4 NEW CATCH BASINS NEW DOUBLE BARRELL PRE -CAST CONCRETE CULVEF - NEW 2'- 6" CURB AND GUTTER USE MIRAF118ON NON- WOVEN GEOTEXTILE FABRIC FOR ALL AREAS SPECIFIED WITH "FILTER FABRIC _•.• _ ., .• t LQ cam' cc W 411§ W ti W � O t %r PIL IM P/L co co �CO oQCO o°" 4)Q`z .jp 1 SCALE: 5_4 wAl _ • I.. I vso I ��� II �� ®�Ir III It _ [ ■II� Illlllr , 8 i ' �s BS , t zz E D Ci s- m 00 _ �00 00 CC LU US OCAS c� II [ VA 11014GI 1��11 �r III[ 1 1 ■>�� ,�. =il • • • : •- -, - ♦ • • .y i ; 1'1' � /tom 't�' �i�f:��� =� 111111111111111 ■� • _ ■i 111����.� �I;�� 1■��l�ii�■�il�i�ii ' 1111 ■�'�� f r � 1 � L PROPOSED �i■� r■■r■Iml��r. DOUBLE .. • 11 ■I�� iii [I[ CONCRETE CULVERT �� 11�1�� l� I 11111 IIIIIIIIII�II � � � � I[IIIIIIIIIIIIIL mm 1111 11��111�11■ � tt CTED CREEK PROPOSED INV. - 851.00 _ _ _ rte► — �Ir�u��rr'��''►i� _- `- .�■1■I■11 � .jp 1 SCALE: 5_4 wAl _ • I.. I House / / ! WM MH1 \ \ ! ,y} CA PF ` 1 I \ \MH; �y.� .Y "ll wv Ito 858 IcD 7F MH Conc. Bridge X52- Supports _ i ' o °/ r / -858 Conc. Bridge s�' r' ' - -858 ' Support i t 0° PP i r _882 GUY 1 Ci t f 1 t , t f t i , t 1 t G i Cp�STPUcn0@ co �rL`'' Iv)� Q) Itj O C t r 44 Q / \ w \ 3> i o X o t x 0 , aw"Zlmll 1310-Lel V 11. - 0 t t 1 1 a►� vso I i ul °- It _ eaa � f v , 8 i ' �s BS , t House / / ! WM MH1 \ \ ! ,y} CA PF ` 1 I \ \MH; �y.� .Y "ll wv Ito 858 IcD 7F MH Conc. Bridge X52- Supports _ i ' o °/ r / -858 Conc. Bridge s�' r' ' - -858 ' Support i t 0° PP i r _882 GUY 1 Ci t f 1 t , t f t i , t 1 t G i Cp�STPUcn0@ co �rL`'' Iv)� Q) Itj O C t r 44 Q / \ w \ 3> i o X o t x 0 , aw"Zlmll 1310-Lel V 11. - 0 t t 1 1 a►� r s: tiv �i sy 1 � P 'r ,Y i V2 0 DRAWN BY' g� KM� CHECKED BY: CML a 1 4, vso ul °- _ eaa � v 8 c7 �s BS 00 v zz E D Ci s- m 00 _ �00 00 CC LU US OCAS c� r s: tiv �i sy 1 � P 'r ,Y i V2 0 DRAWN BY' g� KM� CHECKED BY: CML a 1 4, b§ LL, Qc Li-i 194 L.Lj LIJ f-.q t4 f__4 POSTS -WIRE MESH -SILT FILTERING FABRIC ANCHOR DITCH NOTES: ELEVATION SECTION A. POSTS SET AT DEPTHS OF 4' WHEN IN EARTH BACKFILL. B. ANCHOR DITCH IS 9'x WAND FILL IS TO BE COMPACTED. C. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP. D. CONTRACTOR MAY USE MATERIAL OR METHOD UPON APPROVAL FROM ENGINEER. MAINTENANCE: A. INSPECT FENCE WEEKLY AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS [IMMEDIATELY. B. SHOULD THE FABRIC TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. C. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLU, ME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT D. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING AREA HAS BEEN PROPERLY STABILIZED. '01 SILT FENCE \, 5 j NOT TO SCALE N%.001 CONC.THRUST COLLAR 5 / 8 T HR EADED RODS (EACH SIDE ) 5' MIN. 4 D.1-P- 4 5 FEET (MINIMUM) MECHANICAL JOINT CAP %" THREADED RODS r (EACH SIDE) 4 D.I.P. UNDISTURBED SOLID CONC PAD SOIL 18" SQ x 3" THICK (MIN DIMENSIONS) Designer.- NOTES Valves Larger Than 12 May THIS DETAIL SHALL APPLY ONLY TO TEMPORARY Require Larger, Thicker CAPPING. PERMANENT DEAD END LINES TC, BE Concrete Support Pods IN ACCORDANCE W/STANDARD DETAIL NO, 5.04 11r A& 9--fi: CURB AND GTL1ITFia, OR 6' SIMINOUS MxmTE RMIGE: COURM m m (SR v, tin. Imumms CCU m sw COURSE 52&OC 1g4• r G" COWACI ED ABC 51= ti CONCRETE THRUST BLOCK A UNDISTURBED SOIL EXTERD TO Nm F1111 6- OVERILAY(111101) PLM VIEW I TYPICAL CROSS SECTI DOIR FIBER MATTING DETAIL NOT TO SCAM --I NOT TO SCALE A '.A EARTH __/Ii-' 45 4 12' E".. ELEVA-GON #5 12- EIN A/2 A ANCHOR BOLTS PLAN ELEVATION NOTES- AU_ FACES OF THE @1_0^4 SHALL REST AGAINST U.NOISTURRED SOIL y. PIPE JOINT$, 81.)LrS, NUTS, RETAINER GLANDS ARE NOT To 8,E ENCAS ' IN, CONCRETE, 3. 0AAENSIONS BASED 014 150 PSI TEST PRESSURE 1,00Q PSF BEARING CAipAc-ITY 4. T14RUST BLOCKS ARE AU-0kED ONLY WHEN THERE IS. NOT ENOUGH PIPS LENGTH TO PROVIDE SUF I FICIENIT THRIoST RESTRAIN VIA RE' MAIN03 xjINT PIPE, OR WHEN CONERECTING TC AN' " STIN(; PIPE THAT 15 NOT A RESTRAINED JOINT DIMENSION 'A" FITTING PIRE SIZE 4" 6° S9.56 B25.03. 12', 11 1/4- BEND 1` -6- I_-6- V-6,: 2'-0' 22 1/2 BEIND V-6- V-6' V t)" Z-5, 45' BEND 1 • -6, 2`0' 2'-6- 3. -81 90, 3'-4" 5"-0- 0"o Tt ME M." 3" SURFACE COURSE PER NOTE 2 TACK CHAT�� mf p-) I;r BASE COURSE—' F;FR NOE 1, 2 QA­RI am I-K',E 05 WATER SYSTEMS THRUST BLOCK I 1 6 NOTE 6 FOR DING Rr!=IREMEN7S. E EV _'r0 $E_Q_DM 1. ALL CONCRETE AND ASPHALT PAVEMEAT, INCLUDING DRIVEWAY,��4 TO BE CUT WITH A SAWtUT A WNIMUM DEPTH OF 3. 2. REQUIRED SURFACE AND -BASE COURSE: STRMT TYPE SURFACE RESIDENTIAL STREET -BASE - sFS.5A ABC STONE COLLECTOR S-R S9.56 B25.03. COMMERCIAL/MCROUCHFARE S 9.5C SP54C 3, ALL PAVEMENT REPAIRS APE SUBJECT TO APPROVAL BY WE CJTY OF VEWTON OR NCDOT AS APPZJCABLE 4. 12-INCH MINIMUM CUT OUTSIDE TRENCH IS ALSO REQUIRED FCrF SLOPED WALLS. 5. SHORING REQUIRED IN ACCORDANCE WITH OSHA STAN5AR0IS:PART 1926. SUBPART P. S. W. THE LAND OLVE LOPMeff STANDARDS MANUAL SEWER DETAMLS S-11-0. S-12.0, OR S-13.0. OR WATER DETAILS W­&O AS NF!PR0PRIA7-E FOR TRENCH WIDTH, BEDDING AND BACKFILL REQUIREMENTS. . 7. VUHM PAVEMENT REPAIR IS AD.ACENT 70 THE CUR8.1-THr, SAW CUT MUST 13C 2' FROM THE LIP OF CURB. & ANY PAVEMENT REPLACEMENT OTHER THAN 7HE SECTION ASID'AF MUSTSE, APPROVED BY THE PUBLIC VVIORKS OPERATIONS MANAGER IWAD SYSTM OGTOM 2008 PAVEMENT REPAIR DETAIL STArMAIMaETAIL GENERAL DESIGN NOTES 1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS 5,000 PSI (MIN). 2. REINFORCEMENT: ASTM A615, GRADE 60. 3. JOINT SEALANT: BUTYL RUBBER, SS-0100210 4. FILL RANGE 3' (MIN) TO 6' {MAX). I I 561- oil 291- oil RUN *I I �0 ------------------- ----------- I RUN #2 - ----- _----------- 1------ - - - - -- TV --------------- 1 'V-2!s — — --- — — ---- t ------------ I I UL OF SOUTH CALDWELL AVE. PLAN VIEW NOT TO SCALE TOP SECTION NOTES: I. VALVE 130Y ILL WtfORM TO ASTV Allt CLAS5,35 B., vDam'UM IMGM Las Mr. LSS affvxl SECTION r15 -59, TOTAU- ,3. COVERS LOCATED N' C;0110-ErE CR PAIVIM5, HM " "t SIAIRMVIN, 4' OWP A'V IIALI�MGH W.. OF 24 LES. 49'-9" (-/-) V-0" MINIMUM CRUSHED STONE 0 0S C3 R -,-A u a 4: =AvPvE11T ,jN(3_u WING CN41.TL at FIR I �Rlm I PROTECTIVE RING 'IDS SECTION BOTTOM SECTION' ­,,�, (CF-TIONAV, rs tQIms* T, INWR VAUE V,5 (TN 0?AVELQR tMl S7REET,.T0P OF CONCRETE PPC-TECTTt1E RING TO BE AT FtNLSH CRADE. 4 Z VALVE BOX ALL COMM TOD AS'Rf MLE IRON PIPE PIPE =HALL FITEND TID A4P­ CLASS M SEE SECTICN V1k, C. 33, ROTT(W OF IMIM" _=CX CIF VALVE 3. VQ (2) $RIC�KS EACH ARE TO SE PLACED AS SHOV41-1 UNDO VAINT B0,X, SOTTOV bMICKS BGNINEt (PLACE BRICKS 04 FL4T SIDE OF R'NNET) "T' WATER SYSTW5 APRIL 2008 ON ft ROUND TOP VALVE BOX INSTALLATION N'fs STANDARD DETAIL co z 0 CO 5; LLJ fr z Uj z U_ 0 _j 0 wai 0 z a z 0 0 CID z LU 2 LU 0- Uj Cr. tE Uj _j Uj 0 (0 J. al ,J DESIGNED BY: CML DRAWN BY: KMS CHECKED BY CML PROJECT NO.: 3095-X DATE: OCTOBER 2013 SCALE: HORZ. 1"= 58' VERT. In = 6 SHEET 5 OF 6 5 0 LU 00 00 a, Lo C) U_ 0"o LU - �g E j a- . ft Lu"' 0 C'! 04 , _ 06 j cc 00 LImI UA Uj =1 C-0 F- LIS z Uj z U_ 0 _j 0 wai 0 z a z 0 0 CID z LU 2 LU 0- Uj Cr. tE Uj _j Uj 0 (0 J. al ,J DESIGNED BY: CML DRAWN BY: KMS CHECKED BY CML PROJECT NO.: 3095-X DATE: OCTOBER 2013 SCALE: HORZ. 1"= 58' VERT. In = 6 SHEET 5 OF 6 5 0 43' nlplvx QOM -TYPE -E °° AW ".0' SPATE f"n,anme" A N000 AWY uhuis 6THirgisi Now, CATM juma ON M. mam, m Hy Fa EXISTING to In Z I cmm cj Z al ui 00 (n Win, i2l niwm on) alt Aul"llp... A Asmw. orm umpE - FRAM To 4k pf amm --An 4 z a cr"—< in TRENCH P4 > FOR VERTICAL ADJS.L5T my. owl StOT104 4" m. SFCIIOH PA FIT f"n,anme" A N000 AWY O 00m= wil Qlocs - WD CATM juma ON M. mam, m Hy Fa EXISTING to In Z I cmm cj Z al ui 00 (n Win, i2l niwm on) alt Aul"llp... Ft amm --An Z=-v z,c,0 . E �34 NIATTING IN DITC11ES aL Its ELGitATRGN T ri r,mv_ 9 LZ� _j Wvex_ ft99nm__.m T}aD ... O rya yF+ D­-*RANv, O 00m= wil Qlocs - WD CATM juma ON M. mam, m Hy Fa EXISTING to In Z I cmm cj Z al ui 00 (n Win, i2l niwm on) alt Aul"llp... Ft 11 CENTERS f t 4 z a cr"—< in TRENCH P4 > 4" o cc ®I 7 23 win u. J O MIN _n CONTROL STONE. STAPLES ONi 0 PROVIDE STABILIZED OUTLET TO STRISAM BANK. 1' CENTERS ; WOOD PALLETS MAY BE USED IN LIEU 0-F STONE IN' TRENCH is AND GEOTEXTILE AS DIRECTED." A SUFFIC,­410T 'NUMBER T}aD ... O rya yF+ D­-*RANv, O 00m= wil Qlocs - WD CATM juma ON M. mam, m um Alm l - , I to In Z 15.0' to 20.0' LL cj Z al ui 00 (n Win, i2l ¢z 240 alt Aul"llp... Ft 4 z a 8" OF SEDIMENT GONF-ROL STONE a P4 > 4" o cc ®I 7 23 NO ES u. J USE NO. 5 OR NO. 57 STONE FOR SE, MENT K_ V _n CONTROL STONE. 0 PROVIDE STABILIZED OUTLET TO STRISAM BANK. Lu WOOD PALLETS MAY BE USED IN LIEU 0-F STONE AND GEOTEXTILE AS DIRECTED." A SUFFIC,­410T 'NUMBER 00 OF PALLETS MUST BE PROVIDED TO ELEVA7'=_ THE ENTIRE Tx 00 SPECIAL STILLING BASIN ABOVE NATURAL �SROUND. UJ S14SET 1 OF I uj 1630.06 1630.06 29 X x uj r5 31AMNG ONNSLOPES mg THIS DETAIL APPLIES TO FIRM, EXM5103, XiD PZM"I'ViT SOIL aWiF02=Vl7 24T V-15TALUTION- 1•, STAPLES SMLL At no. 1I GAUGE STEEL VIA9 FORMED INTO A ^tr VAPE MM A 9INWiM �-AT WGTH OF I wo 2 3'-91 lh� AND rw LESS � 6 INCHES IN LENGTH. 0.,2f NOT 1�eT'tl c00 T}aD ... O rya yF+ STREAM BANK, SPECIAL STILLING BASIN EXISTING TERRAIN O 00m= wil Qlocs - WD CATM juma ON M. mam, m um Alm l - , I to In Z 15.0' to 20.0' cj Z al ui 00 (n Win, i2l ¢z 240 alt Aul"llp... Ft 4 z a 8" OF SEDIMENT GONF-ROL STONE a P4 > _j o FILTRATION GEOTEXTILE 23 NO ES u. J USE NO. 5 OR NO. 57 STONE FOR SE, MENT 'to, m _n CONTROL STONE. 0 PROVIDE STABILIZED OUTLET TO STRISAM BANK. Lu WOOD PALLETS MAY BE USED IN LIEU 0-F STONE AND GEOTEXTILE AS DIRECTED." A SUFFIC,­410T 'NUMBER 00 OF PALLETS MUST BE PROVIDED TO ELEVA7'=_ THE ENTIRE Tx 00 SPECIAL STILLING BASIN ABOVE NATURAL �SROUND. UJ S14SET 1 OF I uj 1630.06 1630.06 m A gqc rm- 0 GENERAL NOTES: , I -4 1. USE RIP-RAP IN CHANNEL BED WHERE IZ w SHOWN ON PLANS. Lu q Z LL:I� M to 2. IF BEDROCK IS; ENCOUNTERED. WITHIN THE LIMITS F-0 - OF THE TOEWALL_65GIN TOEWALL ON THE BEDROCK A. OR AS DIRECTED BY THE ENGINEER. mg -i EONLY ONE SIDE REQUIRES RIP-RAP I OR tHMNEL WITH CLASS 7 RIP RAPS ill LIST STATION A%D SIDE OF SAME. WO To z 290 Ir MIN. :.CLASS I RED LEVEL & U. to H'$ H 24" MIN. CLASS 11 10 GIJANNEL WITH: CIA $$ I an CLASS 11 RIP RAP 2E LENGTH OF DITCH CLASS I CLASS 11 7 0 18* MIN CLASS I GEPTE71LE CLASS 11 0%6' 8 LEVEL ALL 1 36- T4 2,_01 CLASS 1 12, 24" MIN. 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VATEAK hOMU CUBS AND COMB Th LIOR GUM BDrTM 1 W MK$W DIMES LM WWI, QM AND WTLR 1% STEEP WADES NOTE: MODIFY BOTTOM SLAB AS NEEDED TO PROVIDE FOR OPENING INTO CULVERT. - _m Fm Vol "Irmo uj 96 a. La 'i ed co z 0 W ui CATM juma ON M. mam, m um Alm l - , I cj ui 00 all, Win, i2l tm 0. alt Aul"llp... Ft 9= C) < OHO-. 23 at t4_ ;z CD -M E 00 IS 00 Tx 00 kals UJ ca uj 2 29 z uj mg 1•, wo 2 3'-91 0.,2f V-w W•4 Z., X-2, NOTE: MODIFY BOTTOM SLAB AS NEEDED TO PROVIDE FOR OPENING INTO CULVERT. - _m Fm Vol "Irmo uj 96 a. La 'i ed co z 0 W Z uj z U- 0 z -i 0 0 Z� a z 0 0 0 Z uj m ui uj cr. uj uj X 0 C/3 YIESIGNED BY- Ckl DRAWN Br KMS CHECKED BY. CML ui cj ui 00 cj 9= C) < OHO-. 23 at t4_ ;z CD -M E 00 Tx 00 uj UJ ca uj 2 29 z uj Z uj z U- 0 z -i 0 0 Z� a z 0 0 0 Z uj m ui uj cr. uj uj X 0 C/3 YIESIGNED BY- Ckl DRAWN Br KMS CHECKED BY. CML