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Home My WebLink About20041466 Ver 2_Site Plan_20150819t t r t t t 6. UTILITIES r A.) WATER SERVICE WILL BE PROVIDED BY A COMMUNITY [ � 11 z. WELL SYSTEM. B.) SANITARY SEWER SERVICE WILL BE PROVIDED BY t D., 55 1, � �. 's ✓ � INDIVIDUAL SEPTIC SYSTEMS. � o oz O0 00 0 ADDITIONAL TOPOGRAPHIC INFORMATION RECEIVED DIGITALLY ON 01 /06/04. 0 r' r 11. ALL BACKFILL SHALL BE NON - PLASTIC IN NATURE, FREE ! 4 FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION THE ELEVATION OF THE CROWN OF THE ADJACENT MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID ! ROADWAY. THE SIDEWALK SHALL BE NO LESS THAN SIX (6) MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY 11. ALL BACKFILL SHALL BE NON - PLASTIC IN NATURE, FREE 15. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION THE ELEVATION OF THE CROWN OF THE ADJACENT MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID ROADWAY. THE SIDEWALK SHALL BE NO LESS THAN SIX (6) MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY INCHES OR MORE THAN EIGHTEEN (18) INCHES ABOVE THE MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO ROADWAY CROWN, EXCEPT THAT THE CROSSWALK TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER ELEVATIONS SHALL BE PROPERLY RELATED TO THE UNDER THE TAMPING BLOWS OR PROOF ROLLING. EXISTING OR PROPOSED ROADWAY CURB. 12. ALL TRENCHES IN THE STREET RIGHT —OF —WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER 19. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE THE PIPE IS LAID. BASE ANDIOR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS 13. SEE NCDOT STANDARD SPECIFICATIONS FOR ROADWAYS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD AND STRUCTURES SECTIONS 500, 510 & 610 FOR TESTING CONDITIONS, AND COMPACTION MINIMUM REQUIREMENTS FOR SUBGRADE, 20 A 50' STREAM BUFFER IS REQUIRED FOR ALL STREAMS AGGREGATE BASE COURSE & PAVEMENT RESPECTIVELY, AND LAKE FRONTAGE AS SHOWN ON THE PLAN. 14 ALL TESTS SHALL BE PERFORMED BY DEVELOPER AT NO COST TO THE COUNTY OR NCDOT, TESTING SHALL BE 21 THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE PERFORMED BY AN INDEPENDENT TESTING FIRM AND AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. TEST EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO RESULTS SHALL BE SUBMITTED TO NCODT AND THE THE EXTENT NECESSARY TO ACCOMODATE THE ABOVE ITEMS OF COUNTY. THIS SECTION. 15. CONTRACTOR SHALL MAINTAIN TWO —WAY TRAFFIC AT ALL 22. EXISTING TOPOGRAPHY FOR THIS PROJECT IS A COMBINATION OF TIMES WHEN WORKING WITHIN EXISTING STREETS. THE IREDELL COUNTY AERIAL CONTOURS AND CONTOURS CREATED CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER BY THE ENGINEER FROM CROSS — SECTION POINT DATA AND LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR CENTERLINE PROFILING OF PROPOSED ROADWAYS AT 50' TO 100' FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE INTERVALS. ADDITIONAL TOPOGRAPHY WAS PROVIDED AT THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). AMENITY AREAS, STREAMS, AND ISLE OF PINES ROAD, 16. SIULWALKS ;;HALL UL CONSI}il)C111? OI NJ LESS IHAN 3000 P. S.I. CLASS A CONCRETE AND SHALL BE FOUR (4) 3. REFER TO THE NORTH CAROLINA DEPARTMENT OF INCHES THICK,, ON AN ADEQUATELY GRADED TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROADS AND WCONSTRUCTED BASE, EXCEPT ERE A SIDEWALK CROSSES A DRIVEWAY ERE SIDEWALK STRUCTURES DATED JANUARY 2002 OR LATER FOR ADDITIONAL IT SHALL BE 6 (SIX} INCHES THICK. REQUIREMENTS FOR PLACEMENT, COMPACTION AND TESTING OF MATERIALS RELATED TO, BUT NOT LIMITED TO SIDEWALK, CURB & GUTTER, FILL PLACEMENT AND STORM DRAINAGE. 17. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 96% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN FORTY —FIVE (45) FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE QUARTER (1/4) INCH PER FOOT. An PROPERTIES 13801 Reese Boulevard West, Suite 110 Huntersville, North Carolina • ILIMEJ ' ' a =IM w A --I TL RV L. P00" I N T E r LL_t : ` SEAL : to J C -1361 (D >• �p� C ®103 v F ;' ._o ��°' PROPOSED NANC}IGAP RAMP t � PRaPOSED �-- —j— 0 w;F i`�(�t.tM�`Ni f�, t�N[:Y C`t�`i�iiF"iF'i`1 A iii iF1i" NC°�T"EC4 PR�aPaSED �g —s'° GuR� � cu � �. .� ._o ��°' PROPOSED NANC}IGAP RAMP t '�� PRaPOSED .:�, ��.; �U `� .� -� . �. � ..-- ;` °' J,,, � � --'" x °` -°' � r ,.-- ,, � �- � �J „�® �. ,, �� T� i3E �L�iCPtTEi) Tip P11E�1� � sE. � �; �.-- �-- PROPOSED SIDEWALK -- j �� PROPOSED NANC}IGAP RAMP —j� '�� PRaPOSED ..� —j— ,�y � w;F i`�(�t.tM�`Ni f�, t�N[:Y C`t�`i�iiF"iF'i`1 A iii iF1i" NC°�T"EC4 PR�aPaSED �g —s'° GuR� � cu � �. .� e�. ��.�, �'� 06/23j04 - PRELIMINARY PLAT REVIEW, _ � ..-- ;` °' J,,, � � --'" x °` -°' � r ,.-- ,, � �- � �J „�® �. ,, �� T� i3E �L�iCPtTEi) Tip P11E�1� � sE. � �; �.-- �-- PROPOSED SIDEWALK -- j �� PROPOSED NANC}IGAP RAMP —j� s PRaPOSED sT~�P sI�N —j— E9Ui3LEY C}. STOhiE, RiC84�1, Oil 1212010. T�@i� i`�(�t.tM�`Ni f�, t�N[:Y C`t�`i�iiF"iF'i`1 A iii iF1i" NC°�T"EC4 PR�aPaSED �g —s'° GuR� � cu � —j— � d5 ji 8 jd�+ - C�UAL @TY CONTROL ° 06/23j04 - PRELIMINARY PLAT REVIEW, PROPOSED 2 -0°° VALLEY CURD -j— �-�'� PROPOSED �' —s°° GuR� � GuTTER —j— �``��`�� C'r, PROPOSED PROPERTY CORNER _%- � STORM DRAINAGE EASMENT - j- .�. � �+' 06 j12 j15 - PLAT REVISIONS WETLAND LIMITS —j— 'rrr��,� � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ... CENTER OF CREEK - j- i ... .. �`_' � � �' � !; � , ;� !�f a� �,� '�' * � �. hi0�` A CERTIFiEO DOCIiEidi AS iC3 �# 11 L �� CtOe :Ci�dIENT EUi ONLY P,S TC3 iFiE REi{iit�i�i. TFiiS OOCtl6VEENT OF2iC�ihiALLY iSSkJEO AB�C��L�Ci EIY E9Ui3LEY C}. STOhiE, RiC84�1, Oil 1212010. T�@i� i`�(�t.tM�`Ni f�, t�N[:Y C`t�`i�iiF"iF'i`1 A iii iF1i" NC°�T"EC4 [� tAiINO REVISIONS. � d5 ji 8 jd�+ - C�UAL @TY CONTROL 06/23j04 - PRELIMINARY PLAT REVIEW, CHANCE TO CULVERTS C1 -C2 & D1 -D7, AND t_OT LAYOUT � � �� °�" Musr �,� I TY o:� jos joy —PER NGDOT COMMENTS (o� jd3 joy) �� E " °� °f I �`�'�� ®�A.�, PER OaNNER ADJUSTED LOTS PER SEPTIC SYSTEM �``��`�� C'r, 12 j13jd4 - - �cs�`�o`�' o � LOT ANALYSIS AND OWNER COMMENTS � w � 12j2djd4 - PER NCDOT COMMENTS (12j2djd4) � �+' 06 j12 j15 - PLAT REVISIONS . � �' iJ t I � 'rrr��,� � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ,- f THAT EXISTRNG UTILITIES ARE LOCATED PRIOR TO CONSTRUCT €ON. ``1�,��C..�'. ;��` � ° � ASSURING � ��'a�.� ° � � °:�� ; SEAL C 2. CONTRACTOR CS RESPONSfBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS ----� � � c- i3s�� °� NECESSARY TO ENSURE SAFETY TO THE PUB[_IC. � � ' °• °"��c��,�• I � ,., .® 50° 00 SEE SHEET CV3.2 a gil- 4j, Aw I OBEY-W= N NTS.rF-� UP SURVEY DISCLAIMER TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY CHAS. H. SELLS, INC.; 128 OVERHILL DRIVE, SUITE 105, MOORESVILLE, NC 28117; (704) 662-0100; DATED AUGUST 8, 2003 PROPOSED HANDICAP RAMP IPROPOSED 1-6" CURB & GUTTER PROPOSED 2'-0" VALLEY CURB PROPOSED 2'-6" CURB & GUTTER PROPOSED PROPERTY CORNER STORM DRAINAGE EASMENT ----------- I WETLAND LIMITS CENTER OF CREEK Go SEE SHEET CV3.2 a gil- 4j, Aw I OBEY-W= N NTS.rF-� UP SURVEY DISCLAIMER TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY CHAS. H. SELLS, INC.; 128 OVERHILL DRIVE, SUITE 105, MOORESVILLE, NC 28117; (704) 662-0100; DATED AUGUST 8, 2003 PROPOSED HANDICAP RAMP IPROPOSED 1-6" CURB & GUTTER PROPOSED 2'-0" VALLEY CURB PROPOSED 2'-6" CURB & GUTTER i L Alk DETAIL PROPERTIES 13801 Reese Boulevard West, Suite 110 Huntersville, North Carolina 2•078 to MAW i& � , MN SEAL C-1361 0 C-103 0 PROPOSED PROPERTY CORNER STORM DRAINAGE EASMENT ----------- I WETLAND LIMITS CENTER OF CREEK i L Alk DETAIL PROPERTIES 13801 Reese Boulevard West, Suite 110 Huntersville, North Carolina 2•078 to MAW i& � , MN SEAL C-1361 0 C-103 0 ---1 1 9 SEE SHEMT CV3.1 I �Poga w" cw- 4jc",3�,,,�-,,,�2-�',�",,,"� 4-2358 in t;jej RR' LAIKI I PROPO(;FD V-6" MJRR At (,LJTTFR SV 48.8 Ztt 95 H.C. RA P ON CENTER OF CREEK 'k �11 D-fL-1 DTL.17/C J AM DETAIL PROPERTIES 13801 Reese Boulevard West, Suite 110 Huntersville, North Carolina 28078 7m, Aw mp"'OINTE Itr777!'M I Ift"11 N 26" A41N. DEPTH -790. 6 i fr 8 W= 781.5 B W= 780.5 S E E S H E E'S--\,C DITCH LINER. SEE SEE SHEET CV4.1 nT1 ') /rV7 1 PROPERTIES 13801 Reese Boulevard West, Suite I'll 14. Colaienest SITE: TINS 4636-14-2358 L I TY 0 & stow PROPOSED HIGH POINT Land planning Huntersville, North Carolina 28078 Landscape Architecture 0 REFER TO SHEETS CV5.3 - CV5.5 FOR DRAINAGE ADJUSTMENTS ASSOCIATED Civil Engineering '0 Urban Design N VICINITY MAP N.T.ST 200 South Tryon Street Suite 1400 < M 0 17. Charlotte, North Carolina 28202 L--'[-:--GEND (GRADING AND DRAINAGE) Tel 704, 376. 1555 SYMBOL DETAIL Fax 704, 376, 78' )1 PROPOSED DRAINAGE SWALE www.colejeneststone.com BMRE DI GI PROPOSED CONTOUR ISSUED BY NCDOT BEFORE ORDERING MATERIALS. SEED ALL EXPOSED SLOPES WITH TEMPORARY SEED MIXTURE WITHIN 15 WORKING CV4.0 of 30 PROPOSED INDEX CONTOUR PEACHTREE 1-800--02-4949 RESIDENTIAL 100.00. PROPOSED SPOT ELEVATION CHESAPEAKE PROPERTIES 13801 Reese Boulevard West, Suite I'll M �A ST \bU 14. U �� N LUIUN 4b HUU�) dtt-UNt UUNINUUIIUN, UUNINAIUN HALL UUNIAUI te N �) L I TY 0 15. PROPOSED HIGH POINT Huntersville, North Carolina 28078 CS, 117 16, REFER TO SHEETS CV5.3 - CV5.5 FOR DRAINAGE ADJUSTMENTS ASSOCIATED SCALE: =60' '0 WITH EROSION CONTROL STAGING AND FOR INLET PROTECTION TO BE IMMEDIAftlY IN'�IAILLD UPON '3If\LJCT1fR1 COMP11-TION __J UJ < M 0 17. BOTTOMLESS CULVERT IN COVE CREEK ROAD AND THE 72" CULVERT ON 0 30 60 120 LEEWARD SHOAL ROAD REQUIRE NCDOT APPROVAL PRIOR TO CONSTRUCTION. PROPOSED DRAINAGE SWALE BMRE DI GI 18. ISSUED BY NCDOT BEFORE ORDERING MATERIALS. SEED ALL EXPOSED SLOPES WITH TEMPORARY SEED MIXTURE WITHIN 15 WORKING CV4.0 of 30 WNTACr ONE—CAIL CBWM DAYS BUT NO MORE THAN 30 CALENDAR DAYS FOLLOWING COMPLETION OF ANY 1-800--02-4949 PHASE OF GRADING. INSTALL PERMANENT GROUND COVER FOR ALL DISTURBED CHESAPEAKE AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPRO IATE PARTIES AND FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. SEE SEEDING ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CO TRUCTION. <0 The drawings, the project manual and the design shown theron e are instruments of Colelenest & Stone, P.A.. The reproduction L 2� CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLA MEN, ETC, AS PROPOSED STORM DRAINAGE NCDOT STD. #300.01 & #300.02 P I NT E U 00 NECESSARY TO INSURE SAFETY TO THE PUBLIC, Colelenest & Stone, P.A. is prohibited. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO : STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND REVISION 2 NOTES Colelenest & Stone, P.A. 2004 CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. CB VADENED COVE CREEK ROAD TO 34' GUTTER TO GUTTER. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART ADJUSM STRUCTURE LI MS P, OR AS AMENDED. TO MATCH. MINIMUM STORM DRAINAGE SZE IN PROPOSED CATCH BASIN NCDOT STD. & #840.01, #840.03, #840.66 RIGHT—OF—WAY IS TO BE IW. STRUCTURES VAERE 0 ADXSTED TO MEET COVER ON UPSIZED PIPES. PROPOSED DROP INLET Charlotte 00 k North Carolina 28284 STCB PROPOSED SLAB TYPE DTL 14/CV7.1 i r fn) CATCH BASIN NCDOT STD, .9. #840.02, 840.03, AgAr) rr- M �A ST \bU 14. U �� N LUIUN 4b HUU�) dtt-UNt UUNINUUIIUN, UUNINAIUN HALL UUNIAUI te N �) L I TY 0 15. REFER TO SHEETS DA-1 AND DA-2 FOR DRAINAGE AREAS CS, 117 16, REFER TO SHEETS CV5.3 - CV5.5 FOR DRAINAGE ADJUSTMENTS ASSOCIATED SCALE: =60' '0 WITH EROSION CONTROL STAGING AND FOR INLET PROTECTION TO BE IMMEDIAftlY IN'�IAILLD UPON '3If\LJCT1fR1 COMP11-TION __J UJ < M 0 17. BOTTOMLESS CULVERT IN COVE CREEK ROAD AND THE 72" CULVERT ON 0 30 60 120 LEEWARD SHOAL ROAD REQUIRE NCDOT APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY NTH THE DEVELOPER THAT APPROVAL HAS BEEN BMRE DI GI 18. ISSUED BY NCDOT BEFORE ORDERING MATERIALS. SEED ALL EXPOSED SLOPES WITH TEMPORARY SEED MIXTURE WITHIN 15 WORKING CV4.0 of 30 WNTACr ONE—CAIL CBWM DAYS BUT NO MORE THAN 30 CALENDAR DAYS FOLLOWING COMPLETION OF ANY 1-800--02-4949 PHASE OF GRADING. INSTALL PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPRO IATE PARTIES AND FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. SEE SEEDING ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CO TRUCTION. SCHEDULE FOR SEED TYPE, DATES AND RATES. The drawings, the project manual and the design shown theron are instruments of Colelenest & Stone, P.A.. The reproduction L 2� CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLA MEN, ETC, AS 19. SEE SHEET CV4.2 FOR STORM DRAINAGE SCHEDULE. or unauthorized use of the documents without consent of NECESSARY TO INSURE SAFETY TO THE PUBLIC, Colelenest & Stone, P.A. is prohibited. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND REVISION 2 NOTES Colelenest & Stone, P.A. 2004 CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. VADENED COVE CREEK ROAD TO 34' GUTTER TO GUTTER. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART ADJUSM STRUCTURE LI MS P, OR AS AMENDED. TO MATCH. MINIMUM STORM DRAINAGE SZE IN RIGHT—OF—WAY IS TO BE IW. STRUCTURES VAERE ADXSTED TO MEET COVER ON UPSIZED PIPES. ISM t a t t .� e-4 N . . ......... . . .... .. . ....... 11 c 7 . ........ . T" try F. rc /if 4 1, MIA 1 0 4 491 m N NJ S(B ---z- SILT FENCE DTL 4/CV7.1 !CN HARDWARE CLOTH & GRAVEL DTL 6/CV7.2 "15 INLET PROTECTION rc DIVERSION DITCH DTL 11/CV7.1 ROCK CHECK DAM DTL 15/CV7.1 STONE INLET DTL 10/CV7.1 SEDIMENT TRAP CATCH BASIN INLET DTL 7/CV7.2 PROTECTION REFER TO SHEET CV5.0 FOR EROSION CONTROL NOTES AND CONSTRUCTION SEOUENCE. I'll 0-0114 PROPERTIES 13801 Reese Boulevard West, Suite I I it Huntersville, North Carolina 28078 971 POINTE i NIL -11 F� ly� "ou tKUZAUN z /1, r, TY �'dONTROL IVIAT� P. OoOO' SEE SHEET CV5.3 SEE SHEET CV6 TE FFNC& -A T OF ORE WRAP �POR� SILT 441 E 0\� SILT FE*,&6VER TOO OF" X rl I I VFPT 00 to U) U1 20 CITE: TIN# 46,36-14-2358 14" -XV04 A 4- N 1P 10 N.T.ST 00 ROCK CHECK DAM ® ® — — ® DRAINAGE AREA SPILLWAY EXISTING TREELINE STONE INLET SEDIMENT TRAP CATCH BASIN INLET PROTECTION mffwl� MMEWA� DTL 2 OR 3/CV7,1 REFER TO SHEET CV5.0 FOR < >,N CONTROL NOTES AND CONSTRUCTION SEQUENCE. F-M3 W Is POINTE Iredell County F� \11 /CV71 V&N Colelenest & Stone, RA, 2004 (�) Perimeter dikes, swales, ditches 7 days None and slopes High Quality Water( W) 7 days None Zones If slo es are 10' or Slopes steeper 7 days less in length and are z than 3:1 not steeper than 2: 1 14 days are allowed. • Slopes 3:1 or 7-days for slo pe's flatter 14 days greater than 50 feet in length • All other areas None (except for with slopes flatter 14 days perimeters and than 4, I HQW Zones) "Extensions of time may be approved by the permitting authority based on weather or other site-specific conditions that make compliance I practicable." (Section ILB(2)(b)) F-M3 W Is POINTE Iredell County F� \11 /CV71 V&N Colelenest & Stone, RA, 2004 (�) im SITE: � nw# 4636-14-2358 � / SILT FENCE DTL 4/CV7.1 GRAVEL RIP RAP APRON DTL 13/CV71 _ — — — — DENUDED LIMITS -/- PROPOSED STORM DRAINAGE DIVERSION DITCH DTL 11/1M �*j ROCK CHECK DAM DTL 15/CV7.1 STONE INLET DTL 1D/CV7,1 SEDIMENT TRAP PROPERTIES 13801 Reese Boulevard West, Suite I 10 Huntersville, North Carolina 28078 EEO, HARDWARE CLOTH 8± GRAVEL DTL 6/CV7.2 INLET PROTECTION STABILIZED CONSTRUCTION DTL 9/CY7.1 ENTRANCE GRAVEL RIP RAP APRON DTL 13/CV71 _ — — — — DENUDED LIMITS -/- PROPOSED STORM DRAINAGE DIVERSION DITCH DTL 11/1M �*j ROCK CHECK DAM DTL 15/CV7.1 STONE INLET DTL 1D/CV7,1 SEDIMENT TRAP PROPERTIES 13801 Reese Boulevard West, Suite I 10 Huntersville, North Carolina 28078 EEO, VARE Fl (IF APF WOVEN FILTER gaqlFA zm "C" ENCLOSURE ,TFP FNTRY UNIT END VIEW FRONT VIEW SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000. �Ml ME 6, it-yr L A GENERAL NO I ES FOR SEDIMANIT BASINS N.T.S. 15 FLEXIBLE PIPE SLOPE DRAIN A` NOTE: -01 m FENCE HARDWARE VARIES DUE TO DIFFERING MANUFACTURES SUPPLIES. < GATE POST LINE POST < PPE 0.375" ROUND ROD/ O.D. I < 3: < z cn 1,90" O.D. PIPE cc > 3 "o u 0 0- z m z > LATCH FORK z !OR HINGE BOTTOM HINGE o C.) LU < -n > tn- zO o x" < -c -n -A- Lu z: _X" LL 0 CO cc < C) > z L 1 .90" D.D. PIPE > CL LU m t i PLUNGER 1 J -A OPENING-- --- I i BOTTOM GATE CORNER -BAR CATCH 8 FOR 4� & 5'- 3" MIN. & HINGE ATTACHMENT 1 14" FOR 4', 5' & 6' -1 14" FOR 4', 5' & 6' 9 FOR 6 SINGLE SWING GATE BRACE RAIL USE WHERE SWINGING CLEARANCE IS LIMITED R/W MARKER (All (A'11' .."HI, 15 THE HEIGHT OF FENCE. SEE PAY ITEM m cc DESCRIPTION FOR RFO'D HEIGHT FOR PROJECT� 0 NOltlhott ro"Mrol'INt IYOFf MAY bt 0"fVt,N TO A W%nc lt�N' tE ItMMIOAl P001 3 LA_ MINIMUM OF 0' IN LIEU OF CONCRE ft ANCHOR, LINE 061 BRACE RAIL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. (D UJ :c PLAN z (j z > uj GATE POST PLACEMENT OF FENCE ALONG RIGHT OF WAY z LL cl) (BRACE ALL TERMINAL POSTS AS SHOWN ABOVE) uj > Z --I -0.375" ROUND ROD U- z > 1,90" 0,D, PIPE co z �A)12� 8, 8, [A) 12' IA)12' F1 cm 1W B 0 (B)10 B)l 0� (B)IO' Z > TERMINAL < POST X Z 7' < z LINE POST LINE POST 'WIRE FENCE BRACE RAIL I_ z < M > PLAN ...... . POSI, TERMINAL POST SEQUENCE) < LINE m cl) z 1,90 m 0,D, PIPE iA)[2, ',A) 121 MAX ,AI(l 2' MAX A112 Q qa m Z 12'- OPENING LU 12' FOR 4' & 5 12' FOR 4 & 5 14 6 14' FOR 6' DOUBLE SWING GATE USE WHERE SWINGING CLEARANCE IS LIMITED MAXIMUM WIRE SPACING TO BE O'� 'GRADEIFNEGESSARY MAXIMUM CLEARANCE BETWEEN LOWEST STRAND AND GROUND TO BE 8''� TO CLEAR WIRES ERECT BRACE PAILS, BETWEEN TERMINAL OR GATE POSTS A INTERVALS NOT EXCEEDING 700 ON TANGENTS OR 350' ON 3 HORT RADIUS CURVES, SHEET 2 OF 3 ERECT ADOTIONAL TERMINAL POSTS IF DIRECTED BY THE ENGINEER, SHEET 2 OF 3 866. 01 BRACE TERMINAL POSTS FROM BOTH SIDES OF POST. DETAIL OF DITCH GROSSING 866.01 NTS,, (8 FENCE DETAIL N.T.S. (4 VARIES DUE TO DIFFERING MANUFACTURING DIMENSIONS. m THE FABRIC MAY EITHER BE FASTENED TO THE TENSION USE TIE WIRE (#6 GA, @ 24" CTRS. I WIRE BY HOG RINGS SPACED AT 2' INTERVALS, OR THE BRACE RAIL, < TO TIE FABRIC TO BRACE RAIL. TENSION WIRE MAY BE WOVEN THROUGH THE FABRIC. LINE POST < < < 3: . GO 0 3 USE WIRE CLIPS OR TIES TO ATTACH z c > 0 LINE POST FABRIC TO POSTS AT 12'' CENTERS. 0 m 0 1 TENSION WIRE - #7 GA. STRETCHER BAR BAND U_ _j z: z = --I t BRACE RAIL Psi > ................. > z m X3ZA" FLAT STRETCHER BAR LU < LL > 0 -n AFE" FLAT STRETCHER BAR FOR 1" MESH ONLY < cn m 0 z 0 z ...... DO LL U GATE OR TERMINAL POST WITH Y, o D z < A c P� < z 0 STRETCHER BAR ATTACHMENT CD US > X, > 0 z Z > ®> z cl) P-4 1, TIE ROD .375 DIA, TENSION WIRE GA, a- 0 �O — u. WITH TURNBUCKLE 12 FOR 4 & 5' TERMINAL POST 10 FOP, 6' WIRE CLIPS (SEE GATES FOR 06 GA, STEEL GATE POST DIMENSIONS) _ 8.: FOR 4 & 5 8 FOR 4' & 5 3" MIN. 3" MIN" 10" FOR 4' & 5' - 9" FOR 6' 9 FOR 6' 12 FOR 6 '*"H" IS THE EIGHT OF FENCE, SEE PAY ITEM DESCRIPTION FOR REQ'D HEIGHT FOR PROJECT. m NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A METHOD OF TYING Cc z MINIMUM OF 3' -0" IN LIEU OF CONCRETE ANCHOR, FABRIC TO "Hl' POST 0 UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LL_ LU TENSION WIRE 0 Lu ;F 1, > /--END POST (3'-6" MIN. LENGTH) TERMINAL POST BRACE RAIL! z Ilm m cn TERMINAL POST UA TENSION WIRE BRACE RAIL > TENSION WIRE BRACE RAIL #7 GA. z POST im > — cr_ z WINGWALL < " to 0 _j z 0 TENSION WIRE z TENSIONWIR POST- SLOPE VARIES #7 GA. z < > G . -n Z * A -Lo m #7 z TIE ROD .375 DIA. cn z FENCE TO 0 m -TIE ROD TERMINAL POST AT R/W WITH TURNBUCKLE. m LENGTH OF THREADS 1- _n BREAK IN FENCE AT THIS POST MAY BE OMITTED CD FOR TURNBUCKLE IS IF FENCE CAN BE TAUT WITHOUT BREAKING AND 0 7" MIN� CUT TIE ROD IF OMISSION AND ERECTION ARE APPROVED BY z AS REQUIRED. THE ENGINEER, uj ELEVATION METHOD OF TYING FENCE TO ENDWALL DETAIL METHOD OF CONSTRUCTING FENCE ON SHARP BREAK IN GRADE NOTES: CAPS ARE REQUIRED ON PIPE POST, CAPS ARE NOT REQUIRED ON "H" POST OR ROLL FORMED 4 POST. INSTALL FENCE FABRIC ON THE SIDE FARTHEST FROM THE HIGHWAY EXCEPT THAT ON ,SHEET 1 OF 3 HORIZONTAL CURVES GREATER THAN THREE DEGREES, INSTALL THE FENCE TO PULL AGAINST LINE SHEET 1 Of 3 866.01 POST, CONSIDER ALL CHANGES IN DIRECTION OF FENCE LINE OF 30' OR MORE AS CORNERS. 866.01 N.T.S.(7' FENCE DETAIL N.T.S. 3 20)-0" CROWN = 1/4"/ FT. _Mw CROWN = 1/4"/ FT, 20- 0 m C, 0 z:ccl)oo 0" z > < cf) z IN) I I-TENSION WIRE #7 GA. 1 BRACE RAIL 1' ce USE TIE WIRE 1#6 GA�)AT 24" CTRS. uj TO TIE FABRIC TO BRACE RAIL, DOI— _j 00 %C:)H<L 00 cr cli; H: > WIRE LIP USED CL X< ">T 1 S U-1 CLIPS, TO ATTACH FABRIC TO POST AT 12�'ITRS. -- TENSION WIRE #7 GA. TIE, ROD .375 DIA, BRACE RAIL . LINE POST WITH TURNBUCKLE 6' (ROLL FORMEDI (ROLL FORMED) 3 MIN. ROLL FORMED LINE POST MAY BE DRIVEN TO A _11\ A SKIMMER SEDIMENT BASIN N.T.S. 13 FENCE DETAIL N.T.S. N.T.S. vHESAPEAKE POINTE Revised 07/02/15 — IREDELL COUNTY COMMENTS L��V7111;3 Vf J11V NOTES: 1. SEE DETAIL 14/CV7.3 FOR GENERAL NOTES. PLAN VIEW SKIMMER SEDIMENT BASIN 2. REFER TO NCESCPDM SECTION #6.61 FOR ADDITIONAL DESIGN CRITERIA DESIGN SPECIFICATIONS REGARDING SEDIMENT BASINS. 3. REFER TO DETAIL 4j .2, FOR BAFFLE SPACING AND D NAGET INSTALLATION. AREA < 100 AC. EMBANKMENT (ACRES) Y" MAINTENANCE: MIN, INFLOW LEN GTH TO 2:1 STRUCTURE INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER WIDTH RATIO EACH SIGNIFICANT (ONE—HALF INCH OR GREATER) RAINFALL EVENT MIN, AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES MAX. TO ONE—HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE LENGTH TO 6:1 SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT WIDTH RATIO C A CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE fiRST CELL, MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN 0 m C, 0 z:ccl)oo 0" z > < cf) z IN) I I-TENSION WIRE #7 GA. 1 BRACE RAIL 1' ce USE TIE WIRE 1#6 GA�)AT 24" CTRS. uj TO TIE FABRIC TO BRACE RAIL, DOI— _j 00 %C:)H<L 00 cr cli; H: > WIRE LIP USED CL X< ">T 1 S U-1 CLIPS, TO ATTACH FABRIC TO POST AT 12�'ITRS. -- TENSION WIRE #7 GA. TIE, ROD .375 DIA, BRACE RAIL . LINE POST WITH TURNBUCKLE 6' (ROLL FORMEDI (ROLL FORMED) 3 MIN. ROLL FORMED LINE POST MAY BE DRIVEN TO A _11\ A SKIMMER SEDIMENT BASIN N.T.S. 13 FENCE DETAIL N.T.S. N.T.S. vHESAPEAKE POINTE Revised 07/02/15 — IREDELL COUNTY COMMENTS L��V7111;3 Vf J11V