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Home My WebLink About20020347 Ver 1_MAPS_20020306 AREA DRAIN L, Genera I Notes Z 0 20' 40' 80' 120' BOULDER WALL e U r~ 8" SWCP I. DO NOT SCALE FROM DRAWING. 0 01j o o N 1.. O I O Owi FACE OF WALL RECEIVE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PROGEEDING. i--- PLACE NATIVE STONE (4" MIN.) AROUND 3 CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IF LA"OLr . SCALE : 1"=20'-O" 1 TAT 1 lv -1 CONFLICTS OR AMBIC6UITIE5 ARISE. _ PIPE OPENING AND o 6LE iLLE CREATE A 2' WIDE x 4 GRADING C.ONTRAGTOR SHALL MEET WITH LANDSCAPE ARCHITECT AK o 1120 -I 11=~-III 4' LONG APRON ON-SITE TO REVIEW CLEARING, DEMOLITION AND GRADING PRIOR TO SITE 1 S EXISTING GRADE ADE FINISHED GRADE STARTING WORK. 1 x 15.6 W E i GUT PIPE FLUSH WITH 2. LAYOUT SITE ELEMENTS IN THE FIELD PRIOR TO GONSTRUGTION AND 5" ANY EXCESS rATERIAL REMAINING FROM PROJECT EXCAVATION 's END OF BOULDER WALL Ov. SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. > JTLET TO GRADE 6. EXCAVATION LIKELY TO DISLOCATE, DAMAGE, OR IMPAIR THE 114q nay BOULDER WALL r.5'1 5 I OUTLET TC 5TREN67. H OF OTHER STRUCTURES ALREADY IN PLACE, SHALL BE DONE 1142 LI S LI SCALE: NT ;ALE: NT9 ONLY AFTER ADEQUATE PROTEGTION HAS BEEN PROVIDED FOR THE NORTON IN-PLACE STRUCTURES. THE CONTTRACTOR SHALL BE RESPONSIBLE FCiR REPAIRS TO ANY 5TRUCTURE5 DAMAGED BY H15 ACTIVITIES. Vicinity map FINISHED GRADE % s i X 15„ 1. MAT(H ExISTINO GRADES SMOOTHLY WHERE PP-OP05ED FEATURE5 Not to Swole e 15" CAST IRON FRAME 4 MEET E,-15TIN& FEATURES. _ X 13.9 ~I TW.-05 W PEDESTRIAN H-10 RATED X GRATE TOP/RIM 18 GRATE b. THE CONTRACTOR SHALL Et , POSITIVE DRAINAGE AK*Y 0*Z" -4, r SLIRVFY fiY: TYP. - f W. Edward Hall. L.J. t5.2 " Highway 107 South - P.O. Box 2004 ~yj PVC emy IS fl~ANE q. FINAL DOt4NSPOUT LOCATI0.615 SHALL BE PER ARCHITECTURAL Cashiers. NC 20717 AND GRATE BY DRAhUNGS. ALL DO1,445POUT ( TO BE 4" CORRUGATED PLASTIC TEL (M) 743 - 9836 BARRIER FENCE TYP. 6 } ~[j~'`~({? 1 NYLOPLAST AMEftlGA INC. y,. : < OR APPROVW iii, AL. d x 071 J?/ / 1 11ilft UNLE55 OTHERHI5E NOT90P. 1 iW-08 --8" PVC PIPE 10. THE CONTRACTOR SHALL BIff'RESPOWA51-E FOR LOCATING AND ' PROTECTING EXISTING UTILITIES AND STRUCTURES UNTIL ALL 9Wr 2 ~ 1 l~,i\ XX, 95% COMPACTED SUB-GRADE CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL REPAIR OR PAY Owner: X00. X14.3 FOR ALL DAMAGES MADE TO EXISTING FA61LITIE5 AND STRUCTURES. % N EXFSTW _s 5WALE LINE TYP. O~ GRAVEL DRIVE v i AREA DRAIN TO OUTLET AT II. THE CONTRACTOR SHALL EXTEND ALL REQUIRED UTILITIES (WATER, Tim Bright BASE OF BOULDER WALL L SEWER, GA5, ELECTRI(-, TELEPHONE, GABLE TV" ETC.) IN COORDINATION 99. O - i i a SEE DETAILS THIS SWEET WITH UTILITY COMPANIES AND ARCHITECT. 6( Qita i x16.o }'s 5$ AREA Df AREA DRAIN 12. CALL LANDSCAPE ARCHITECT <<ARGHITEGT» IMMEDIATELY IF ANY X, LIt I I 2 AREA DRAIN a 56 Ir 0. 1 SCALE: N iGALE: NTS PROPOSED OR EXISTING CONDITIONS CONFLICT WITH UTILITIES. Lot 2 Borton Subdivision W 13. EROSION CONTROL MEASURES ARE GENERAL IN NATURE. Hamburg Township LI EXISTING HOUSE X TW-0b ~X 16.8 CONTRACTOR 15 RESPONSIBLE FOR ADDITIONAL MEASURES AS Jackson County, NC 28717 REQUIRED TO PREVENT ON- OR OFF-SITE RUNOFF AND EROSION. x .7 7 l , 1 I ~ Os lI 1 PITCH TO DRAIN (TYP.) 14. ALL INLETS TO HAVE TEMPORARY INLET PROTECTION INSTALLED J IMMEDIATELY AFTER INLET HASH BEEN CONSTRUCTED.. X 14.9 X 05. 1 FLA1 FLAT BOULDERS PLACED TO CREATE 4.0 SMOOTH, EVEN STEPS WITH TREAD AND 15. CONTRACTOR IS RESPONSIBLE FOR WEEKLY INSPECTION OF ALL AW ew.-5e y 1.4 I7 RISE RISER DIMENSIONS SI-IOUN. LENGTH OF EROSION AND 5E0Ir1ENT CONTROL PRACTICES. NEEDED REPAIRS ARE x 17, / BOUI 4 SILT FENCE, TYP- Tro- 6 IER FENCE TYP. BOULDERS TO BE FULL WIDTW OF STAIRS TO BE COMPLETED IMMEDIATELY. MAINTAIN SEDIMENT FENCE BY l3'-6" TO 4'-(P" WIDE) CLEARING OUT WHEN HALF FUL_. END OF BOULDER LI x 15.3 LI WALL x 17.1 I'-0" 16. I~OWN5POUTS, DRIPSTRIPS AND ROCK OUTCROPS ARE NOT SHOWN TYP. ON SITE PLAN. CONTRACTOR SHALL COORDINATE LOCATION OF THESE _ xI / ITEr15 WITH LANDSCAPE ARGHITEGT.. Scott R. Melrose X 87.8 99.¢ & Associates, P.A. I7. REMC>VE ALL TEMMPORARY EROSION CONTROLS AFTER D15TURaEED AREAS HAVE BEEN STABILIZED ANI''MPLETED. BOUL.yb , x 92.7 em-er 5T ING Landscape Architecture it AREA K OSA }p: ODb / X BW-96S G PI tBb =roRM GtRt~l TYP. rr LINES SHALL HAVE A rIIN. OF 24" Land Planning ew-ar 1 WAL $X15TING STEPS 3~0~ ~3 0 BE WTPROVED T x92.7 X090 . I I=I I=1 1 ' Environmental Design -III III Iq. THE CONT TOR SHALL PRO1/1M FIN1511E0 GRADES A5 SHO M ON 5: 5r. E DTAIL 3-LI THE PLAN A I12" TOLERANG$. DECK ELEV s 2.1 COMPACT - 3 White Oak Road _ SUBGRADE TO 20. ALL TREES, UNDERS70RY AND OTHER VEGETATION TO REMAIN Arden, North Carolina 28704 EXISTING FLAGSTONE 1.7 RAIN s.•m 3.1 CONTRACTOR TO A DEPTH OF I?", SHALL BE PROTECTED FROM INJURY DURING ANY LAND CLEARING AND Phone (828) 684-5155 -III- CONSTRUCTION PROCESS. Fax(828)684 -5156 TERRACE W1 STONE 9. ENSURE BOULDER WALL TO REMAIN \ rm WALL DOES NOT -90 III-III- COMPACTION. 95 21. THE CONTRACTOR SHALL NOT PARK VEHICLES, STORE MATERIALS ew-5 rm-fi EXCEED PROPERTY ' LINE OR TRENCH WITHIN THE DRIPLINE OF TREES TO REMAIN, OR WITHIN m•~ p1TLE ff0 GRADE, TYP. I 1 I I=I BARRIERS PROTECTING ANY VEGETATION TO REMAIN. NOTE: BOULDERS ARE TO BE LI APPROVED BY LANDSCAPE 22. THE CONTRACTOR SHALL NOT CAUSE OR ALLOW THE GLEANING OF c ARCH. PRIOR TO INSTALLATION EQUIPMENT, STORAGE OR DISPOSAL OF MATERIALS SUCH AS PAINTS, W -9-i SOLVENTS, ASPHALT, CONCRETE, OR ANY MATERIAL THAT CAN DAMAGE THE HEALTH OF VEGETATION WITHIN THE DRIPLINE OF PROTECTED 3 BOULDE BOULDER STEPS VEGETATION. BRIGHT LAKE GLENVILLE XWA ~3090 LI SCALE: Nl SCALE: NTS 23. A TEMPORARY BARRIER SHALL BE INSTALLED PER PLAN OR AS RESIDENCE DIRECTED BY THE LANDSCAPE ARCHITECT THE BARRIERS SHALL STEPS 3 LAKE GLENVILLE REMAIN THROUGHOUT THE ENTIRE CONSTRUCTION PROGES7. SEE DETAIL Ex15TiWCs LI DOCK TO REMAIN SWALE BEHIND BOULDER WALL TO DIRECT DRAINAGE RA INAGE AWAY FROM WALL, TYP., INSURE POSITIVE DRAINAGE TNRC aINAGE THROUGHOUT. 24. ALL C>IMEN5ION5 ARE TO FACE OF WALL, CURB JR EDGE OF PLACE 51 WASHED STONE BEHIND WALL AND WRAP WITH o WRAP WITH NCDENR STD. PAVEMENT UNLESS OTHERWISE NOTED. EROSION CONTROL FABRIC TO CREATE "CELLS" BETWEEN OF GEO-WE5 FABRIC. EROSION CONTROL FABRIC SHALL _5" BETWEEN EACH LAYER IRIC SHALL HAVE A MIN. 4" 25. HEA'?) EQUIPMENT TO BE BROUGHT ON SITE FY BARk3E OVERLAP AT CELL CLOSURE POINT TYP. DEPTH OF 51 STONE EXTEND BOULDER TOP OF WALL HEIGHT 2" MIN. OVERLAP FABRIC OVER BEHIND BOULDER WALL TO N. TOP OF POST FASTEN TO BE DETERMINED BY ABOVE BACK OF WALL FIN. GRADE OTHER SIDE STRUCTURAL ENGINEER TOP OF WALL, SEE GRADING PLAN 1* orfew-000 dY FILTER FABRIC, TO MEET N.C. BOULDER MINIMUM 0!E'TSrton"I EROSION CONTROL 5TND5. _ STRUCTURAL EN61N' MAX. - BOULDER WALL WOOD OR STEEL POST AT SEE GRADING PLAN FOR I I 6" FINISHED GRADE r PERMITTING PLAN MAX. CA71PACT110 PLL - =111-I 1 Id" HEIGHT GEO-WEB FABRIC, PER u~T -III • FINISHED STRUCTURAL ENGINEER, II IIII I 2-x4" RAIL, SECURE AS NEEDED S _ d GRADE - INSTALL ON EVERY OTHER I III-I I (-III COURSE OF BOULDERS MM_ - I -I I1- - BOTTOM OF WALL, SEE GRACING M CsRADMG PLAN Z _~41 4"X4" POST, SET TRUE ANID PLUMB - FINISHED GRADE INSURE -III= -III-III _ FINIS GEO•WES FABRIC, PER =I I I- _ POSITIVE DRAINAGE AWAY I' •6" -III III- STRUCTURAL ENGREER ~I11 II 11 - IIII I I I I I I II II II II I Ilil l ll l I I_1 'I I FROR' FROM WALL, TYP. I- BURY FABRIC MN. U" MN. ISSUE DATE : FEBRUARY 19, 2002 7ULDER WALL, STONE TYPE -I I ( BELOW GRADE. I =I I (=III _ SECURELY STACKED BOULDER WAL 0110IKsRAY VARIATIONS AND _ _ r= FINISHED GRADE REVISIONS: 1-1 _T 11-1 1 p AREA. "PLANT" FIRST I i I-I I-I I I I_ -1 I W=- -I I I-II1 _ _ -III-III= AND COLOR TO DE BROWNJGRAY 1 _ = _I II I-II I~ MATCH STONE NATIVE TO AREA. "PL I=III-1I1=1I I-III-III=III FEW-- SIZE BOULDER 2/3 BOULDERS 70 BE NCDOT 'ABC' ROADBOND FOOTING, -I I I-III-III-III=III=III-I 11- COMPACTED TO W% MODIFIED -III-i II=I I1-I I I=I I I-DETERMWID BY STRUCTURAL ENGIr TURAL IEKsWT IN EXISTING SOIL TYP. I >ERS TO BE TO BE ENGINEER -I LI1=llI-' -Jll=l I I PROCTOR SIZE OF FOOTING TO BE COMPACTED SUBGRADE 9996 MIN. Ml i 99X MIN. MODIFIED PROCTOR 'I' 11-I I II I i 1-1 I i-- ' vc t=m nncv o airw.uivW c.a .cc~ TVA 17" p@F'IM ITM DESIGNED BY: MF SHEET NUMBER 4 TEMPORARY SILT FENCE 5 BOULDER WALL WEIGHT GREATER THAN 5 FEET) b BARRIER FENCE DRAWN BY: MA L i I APPROVEDBY: GC LI SCALE: N.T.S. LI SCALE:NTS L~ SCALE: NT5 Copyright 0 2002, Scott R. Melrose 8 Associates, P.A.