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IIIf .......... i1j A II7: Il7 It,% I ell Iif It I .1 I .11b J , I .., / , , , , - I i I I - , , 400 t 0 NOTES: N U'A I? to 1 - SOIL AREAS SHOWN ARE FROM CABARRUS COUNTY GIS LAYERS. AND HAVE, BEEN CONFIRMED WITH USDA NRCS WEB SOIL SURVEY. 2. THE CURVE NUMBERS (CN) SHOWN HAVE BEEN ESTIMATED BASED ON: LAND USE AS INDICATED BY CABARRUS COUNTY GIS PARCEL 4:t' , DATA 33221 AND HYDROLOGIC SOIL TYPES AS PROVIDED- IN THE USDA NRCS SOIL SURVEY OF CABARRUS COUNTY. 3. OFFSITE DRAINAGE AREA, PARCELS AND TOPO G-RAPHY ARE 8Z P M COMPILATION OF AVAILABLE CABARRUS COUNTY GIS, NCDOT LIDAR, OV, &%#-4 1/. fA w lie 'A s W PREVIOUS CESI PROJECT NO, 020807,005, INFORMATION IS SHOWN TE FOR STORMWATER' MODELING ONLY. AND IS NOT APPROXIMA INTENDED TO BE USED FOR EXACT LOCATIONS OR PRECISE/ACCURATE EXISTING CONDITIONS, RSOD PER KANNAP011S UDO - 4.15.LL A 50 foot stvam buffer (the "Buffer") shAU be estabhshed on both sides of all. perennial stream indicated as a solid blue line on the most recent published vergon of U.S.G.S. 1:24,000 (7-5 minite) scale topographic, maps for Cabarrus or Rowan Cotinty. 4.15.2.2i. The size'of a steam buffer shall be measured from the avera g*o aimual strwan bank peqmdicdady for a distance of 50 feet plus four (4) times the avamge percent of slope.of am 4acent to the streanx Mis slope shall be calculated by mewming a digance of 250 feet from the center of the stream "Ibe peroent of slope for this distance shall serve as the detemining factor. However, the mwdmum distance sW not exceed 120 feet from the edge of the sWnn 2W @ D A N 2 4 2008 DEW - WAMR-0UAU7-y V*Uhbi MD STORMWA-jEj WMCH North Carolina One—Call T. IM4 saw W Center 2 DAYS BEFORE DIGGING IN NORTH CAROLINA CALL 1 411111111111111'O-632-49 UNDERGROUND LOCATORS. CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATORS EVERY 1 0 DAYS FOR AN UPDATE TO UTILITY LOCATIONS. Call BEFORE you I DIG! "It's The La W GRAPHIC SCALE 4M10 am Jo ( IN FE ET ) 1 inch = 400 ft$ 1600, W �2 !Q W W Z (n 00 UJ 0 cn c 0 0. (n z C) C) <0 C4 z 8 C4,4 00 LLJ 00 00 y F- -r W 0. Z CIA LL W Z W d5 0 >- LLJ 0- L— z (n CJ Ci z or) 0 z 0 8 0 co LLJ LAJ Z L z Z Lu 0 ta W CLO, 02 J F— - z MR 0 QD 0 w ( (n 00 UJ 0 cn c 0 C14 0 00 04 z 1446 0 L) z W via W z 0 J z 0 X I W < lAJJ 0 1* CY) V) W rr 0 W z a- 0 _J 0 0 z 0 V) ir LL F > Q- 0) V_ �6 N 00 0 C C'4 *11� r4-) N 1q_ - (3) 3: _0 r- 0 1 —.J- IV— I N N_ C: 0 n 2 3: - V) 11-11' CD 3: r') I--,' Z < I n � M 3: (n Im Lill n 0 CD C. - N--:- CIA 0 V_ I,-- 0 I--,' c3n C_ Ld . . : . • -.-- 3e - I . . 1, I x ,,,�. h ,,,,,, f - * � . - . , _�.__ i , .; I , V ; \ . - - . \ \ ', '. 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POST DEVELOPMENT DRAINAGE AREA - - */r flow SHOW DRAINAGE MORE CLEARLY. . zilli` 1 3. SOIL AREAS ARE NOT SHOWN -(SOILS ON SITE ARE POB AND PoD,, • 011965 BOTH HYDROLOGIC -TYPE *B" SOILS) FOR CLARITY. 15� * • %0- - ot , Gill .A * 4* POST DEVELOPMENT TIME OF CONCENTRATION (TC) ASSUMED 10 00i V111 141 ;IN's & "'t 'llill p/, qrA * '% MINUTES CONSERVATIVELY FOR 38 ACRE PARCEL. Z. CA 0 a • a P, kV,* , � , ///,/VN� - LNIR '' 0 "a \Na' 5. SITE PLAN SHOWN IS CONCEPTUAL ONLY, AND IS INTENDED TO ""lit if IM"'t Is ILLUSTRATE THE INTENT OF THE DEVELOPER � USE ( COMMERCAA.. /RETAIL/RESIDENTIAL) DEVELOPMENT, 6. POST—DEVELOPMENT CURVE NUMBERS (CN) WERE ESTIMATED AS . . ENTIRELY COMMERCIAL, CN=93j CONSERVATIVELY, I MI& 0W D g3@pGGa`"p= Lpm JAN 2 4 2008 DENR - WATER - QUAUTY North Carolina One—Call Center M mommimmin . 2 DAYS BEFORE DIGGING,IN NORTH CAROLINA I CAU. 1- 800 -632 -4949 ., UNDERGROUND LOCATORS. CONTRACTOR SHALL CONTACT THE UNDERCROUNO LOCATORS . EVERY 10 DAYS FOR AN UPDATE . 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I 0 I . 0 \_ - - - - - , - - \_ - . . \ .� I / ___l I-- --*- __� — _� _� � � ". \ "I-, "IIItIIIIIIIIIIIIIIIII� . \\ \ , \ . , -� ' **,� . • \ • . • • ` • • • \ • • . • • . . . . . . . . . • . . . ; A . . � � `.,� . ' . II f \ _-I ',� '�IIIIIIIIIIIIIIIIIIIIII, NOTES; . 1. NO WASTE, SPOIL, SOLIDS OR FILL OF ANY KIND SHALL OCCUR IN WETLANDS, WATERS, OR RIPARIAN AREAS BEYOND THE -FOOTPRINT -OF THE IMPACTS DEPICTED IN THE. PRECONSTRUCTiON NOTIFICATION- APPLICATION. ALL CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT SHALL MEET, AND /OR EXCEED, THOSE REQUIREMENTS •SPECIFIED IN THE MOST RECENT VERSION. OF THE NORTH CAROLINA SEDIMENT AND EROSION CONTROL MANUAL AND SHALL BE CONDUCTED SO THAT NO VIOLATIONS OF STATE WATER QUALITY STANDARDS, STATUTES, OR RULES OCCUR, 2. SEDIMENT AND -EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR- WATERS TO THE MAXIMUM - EXTENDT PRACTICABLE, IF PLACEMENT OF SEDIMENT AND EROSION CONTROL DEVICES IN WETLANDS AND THE WATERS IS UNAVOIDABLE, THEY SHALL BE REMOVED AND THE NATURAL GRADE RESTORED WITHIN - TWO MONTHS OF • THE DATE THE DIVISION OF LAND RESOURCES HAS RELEASED THE PROJECT, 3, THE. WET ON POND PLANNED WILL. BE UTiLITIZED AS A TEMPORARY SEDIMENT BASIN DURING. .CONSTRUCTION OF SITE AND PRIOR TO SITE . STABILIZATION: ALL SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE REMOVED, EROSION FEATURES MUST BE REPAIRED, AND THE VEGETATIVE SHELF MUST BE RESTORED, BEFORE OPERATION AS ' A STORMWATER BMP BEGINS. I PROPOSED CONSTRUCTION SEQUENCE 1.OBTAIN EROSION CONTROL PERMITS CABARRUS COUNTY ENVIRONMENTAL - PROTECTION (CCEP), CITY ZONING AND ENGINEERING PERMITS CITY OF KANNAPOLIS (COK)Il, . 2.SCHEDULE ON SITE PRE — CONSTRUCTION CONFERENCE WITH . CCEP, COC, CONTRACTOR, ENGINEERS, AND DEVELOPERS. 3,SURVEY CONSTRUCTION LIMITS AND LOCATE .REQUIRED MEASURES PRIOR TO CLEARING- OR BEGINNING OF GRADING, DISCUSS ANY ISSUES WITH DESIGN ENGINEERS AND CCEP, MAKE ANY CORRECTIONS. " ' 4,INSTALL INITIAL MEASURES, THESE MEASURES WILL - INCLUDE THE INITIAL SEDIMENT BASIN AND ASSOCIATED SKIMMERS TO BE INSTALLED IN THE BASIN, DUE TO THE LOGISTICS OF DEVELOPMENT THE CONTRACTOR WILL NEED TO DIRECT RUNOFF. TO THE AFOREMENTIONED BASIN. ALSO SILT FENCE SHALL BE MAINTAINED /INSTALLED ALONG THE EASTERN, AND WESTERN. LINES . AS DICTATED IN THE PREVIOUSLY APPROVED EROSION CONTROL PLANS, . 5. BEGIN CLEARING AND GRUBBING PROCESS, 6,DEVELOPMENT OF SITE TO BE PERFORMED WiTH ALL . DENUDED AREAS TO CONVEY. STORMWATER RUNOFF TO - TEM . SEDIMENT BASIN. = . 7.DRAINAGE SYSTEMS SHALL BE INSTALLED AND SITE STABILIZED, 8. SITE AND /OR, OUT PARCELS . ARE -COMPLETE OR STABILIZED. ALL PRIMARY 'CONVEYANCE. SYSTEMS ON SiTE ARE FLUSHED AND 1. ViDEOED TO VERIFY COMPLIANCE AND CONSTRUCTION. ALL FINAL. TESTING OF UTILITIES IS COMPLETE. FINAL SITE PAVING AND LANDSCAPING SUBSTANTIALLY COMPLETE. 9. FINAL INSPECTION BY CCEP AND APPROVAL 10. TEMPORARY SEDIMENT BASIN CLEANED AND CONVERTED TO BMP . WET DETENTION POND. . 11, LEVEL SPREADER AND VEGETATED FILTER STRIP INSTALLED, 12. STORMWATER QUALITY BMP COMPLETE AND INSTALLED PER . NCDENR STORMWATER BEST MANAGEMENT PRACTICES MANUAL DATED JULY 2007, AND SHALL BE ADEQUATE TO REMOVED 85% OF - TOTAL SUSPENDED SOLIDS (TSS), . D [g E,e .= @ . 5W 2"" JAN 2 4 2008 yr�osro�wrxa'a+ew� North Carolina One —Coll Center = T. aIIIIa- - a____6_ ft4 ftft m - . � is,wa�. Ewa 2 DAYS BEFORE DIGGING IN raana cneouNa CALL 1 UNDERGROUND LOCATORS. CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCAFORS EVERY 10 DAYS FOR AN UPDATE TO UTILITY LOCATIONS. Call BEFORE you' DIG! ... . I "It's The Law" ' . I GRAPHIC SCALE . - . . . . I . . . . 2V 0 1W 2W 441Y I my ( IN. FEET ) 1 inch = 20 it• `o'killlill /l� �,*- � IIA CA /� �,I, 0.40 ""a a . r emw� of � 000 V�0,04P # � � . I-t 1r� LO �" 50 r� .,, A S , ;,��,� N 0 0 cn 0 N LO C/a .o z Q m LLJ 0 0 0 N 0 0 w \ 1 ' \ NI . I Y � " Z�4 ALL SU RFA 0 • \� P N D \ \ \ 0"I \ NTIPE NN .....,�.........:\.,. 0 ... . . .. . . . . . . . . . • . . . . . . . . . . . . \��//� \ \ • \ -- — \ \ \ ` • • • • • �� • _ • • • • • • • f • 1� • • • • • • • • • • • • • • • • • • • • • \ \ \ `�. . +` . \� . . . . . �• . , . . . \ . . . . . . . • . . . . . . . \ .. • . . \ \ \ 11 S J O 1 1 41 ' I It 01 r ' 1 i � t f � f ~ 1 20' .0 DC@C�OMf� p JAN 2 4 2008 DEW -wArtk Q,Au� 1 wEn.nNOS AND s rwaTER BIRMC►+ North Carolina One —Coll Center m I. �w�. r. ar �wr 2 DAYS BEFORE AGING IN NORTH CAROM CALL 1- 800 -632-449 UNDERGROUND' LOCATORS. CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATORS EVERY- 1'0 OAYS'fdR AN'-UPDATE' . TO UTILITY LOCATIONS. Call BEFORE. y Ou DIG! "It's The.. Low". GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. CAS dole IV* *• ` 4 \ \ ` PLANT CATEGORY f0 E 1 j \ \ \ S BR. BOTANICAL NAME COMMON NAME 3322; Q 1• i ! SHALLOW LAND TREES 00;0 .�i S , 1i►'►'� ��` 1 \ lit 11 ' I t (4) BN BETULA NIGRA RIVER BIRCH i•: ` \ \ \ Z W (n \ (n z (3)CC CARPINUS CAROLINIANA IRONWOOD. �Z o n a tit - 1 \ SHALLOW LAND SHRUBS z Go 00 c%j W z ;4 W N. . a o W W 0. 00. 5� Z.. z (n 0 0 ui �1 12 HP HYPERICUM PROLI FICUM SHRUBBY ST. JOHNSWCR `+' Z �-a" a 3 i \ (12)CA CORNUS AMOMUM SILKY DOGWOOD \ SHALLOW LAND HERBACEOUS PLANTS \ '(10) HG HIBISCUS' GRANDIFLORUS VELVET MALLOW r (10) HM HIBISCUS MOSCHEUTUS ROSE MALLOW - 1 - \ SHALLOW WATER EMERGENT PLANT S Q 20 HG HIBISCUS GRANDIFLORUS VELVET MALLOW (20) HM HIBISCUS MOSCHEUTUS ROSE MALLOW z S J O 1 1 41 ' I It 01 r ' 1 i � t f � f ~ 1 20' .0 DC@C�OMf� p JAN 2 4 2008 DEW -wArtk Q,Au� 1 wEn.nNOS AND s rwaTER BIRMC►+ North Carolina One —Coll Center m I. �w�. r. ar �wr 2 DAYS BEFORE AGING IN NORTH CAROM CALL 1- 800 -632-449 UNDERGROUND' LOCATORS. CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATORS EVERY- 1'0 OAYS'fdR AN'-UPDATE' . TO UTILITY LOCATIONS. Call BEFORE. y Ou DIG! "It's The.. Low". GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. Ln 7 co 0 0 LN 0 n CD cl- 2 cn 0 0 0 O 0 I--, LIJ ON-CENTER DISTANCE SPACE EQUALLY AS SHOWN ON PLAN 0 0 NOTE: SOAK WELL IMMEDIATELY AFTER PLANTING; TAMP AND 3" MULCH n, n, REPEAT AGAIN TO REMOVE ALL AIR POCKETS. LOOSEN TOP 1/3 O"URLAP. c0% rv-n ROOTBALL ' 1.% 0 0 P JINQ 6 &LCLFILL SOIL MIX: 113 PEATMO-55 2/3 EXCAVATED MATERIAL I FERTI 0-10 -10 LIZER. L 0 0 I f i i I I I I I PLANT PIT DIAMETER EQUAL TO TWICE THE SHRUB PLANTING AND SPACING DETAIL.. WIDTH OF THE ROOTBALL NOT TO SCALE SHALLOW WATER EMERGENT PLANTS TO BE PLANTED ON LOWER 50 SECTION OF VEGETATED SHELF (6u. POOL DEPTH) PERMANENT- POOL IZ7- POND BOTTOM 0 r0% 0 U 0 0 1:!7 Eli if H7:__ 11t_ �f- ;+ -ii�� - • % -1;;� ±_ice- ..i. -�� f� F IF NOT TO SCALE SURFACE OF ALL BANKS AND BERMS OF BMP WET DETENTION POND SHALL BE SEEDED WITH CENTIPEDE GRASS PER NCDENR REQUIREMENTS 7LL_ SHALLOW LAND TREES, SHRUBS, AND HERBACEOUS PLANTS TO BE PLANTED ON UPPER 5♦ SECTION OF VEGETATED SHELF (±6" ABOVE POOL) 19; 7 J_ 17- _iLIT 77 77�' M-7 7 TEMPORARY WQ AND DETENTION STORAGE AREA 17 "`7 1 i • T T L1=1 _ T_ it 15 I J=j -J� V j12. J I A VEGETATED SHELF PLANTING DETAIL - SECTION NOT TO SCALE ��od�0 �� ,� a 1ooa JPN �0aw�'�ear� *. North Carolina One—Call. Center 2 DAYS BEfORE DIGGING IN NORTH CAROLINA CALL -1- 800 -632 -4949 UNDERGROUND LOCATORS. CONTRACTOR. SHALL CONTACT THE UNDERGROUND LOCATORS EVERY 10 DAYS FOR AN'.'UPDATE TO 'UTILITY LOCATIONS. - Call BEFORE you DIG! "It's The Law CA/? oe • -NNW 3322bl%14 DO NOT USE TREE WRAP REINFORCED RUBBER HOSE FLAGGING TAPE - BRIGHT COLOR #12 GAUGE WIRE - PLACE = ' F— i WIRE 1/3 UP TRUNK PINE STRAW MULCH - 3" MIN. TURNBUCKLE-GALVANIZED r ' '�,. ! �— ALLOWS ME MOVEM OF TRUNK LOOSEN TOP 1/3 OF BURLAP 2 RDVVOOD STAKE35 UN121STURBED SOIL ROOTBAU.. _ Aft EARTH BERM-SAUCER --` —� �. � PLANTING SOIL BACKFILL __` HAPED FOR WATER RETENT10- SOIL MIX: 1/3 PEATMOSS 213 EXCAVATED MATERIAL 1-CUP 10-10-10 FERTILIZER. 7 '— TREE PIT - PLAN VIEW NOT TO SGAI E d 1 8 el min r ��_ {; 1` I--- 17 -411- 1 - -R < �___� { =� i :�ADDITIONAL NOTES: .I —_ _.� i ___ . _ —! 1-USE TWO STAKES V\ATH TREES OF LESS THAN 2" CALIPER. 2-PAINT TREE STAKES FOR SAFETY IN PEDESTRIAN AREAS 3-SCARIFY SUBGRADE & SIDES OF PLANT PIT. 4-TAMP SUBGRADE TO PREVENT SETTLEMENT. PLANT PIT DIAMETER 5-SLOPE SIDES OF PLANT PIT ( >20° FROM VERTICAL) min EQUAL TO TWICE THE WIDTH OF THE ROOTBALL TREE PLANTING DETAIL - SECTION AND PLAN NOT TO SCALE SURFACE OF ALL BANKS AND BERMS OF BMP WET DETENTION POND SHALL BE SEEDED WITH CENTIPEDE GRASS PER NCDENR REQUIREMENTS 7LL_ SHALLOW LAND TREES, SHRUBS, AND HERBACEOUS PLANTS TO BE PLANTED ON UPPER 5♦ SECTION OF VEGETATED SHELF (±6" ABOVE POOL) 19; 7 J_ 17- _iLIT 77 77�' M-7 7 TEMPORARY WQ AND DETENTION STORAGE AREA 17 "`7 1 i • T T L1=1 _ T_ it 15 I J=j -J� V j12. J I A VEGETATED SHELF PLANTING DETAIL - SECTION NOT TO SCALE ��od�0 �� ,� a 1ooa JPN �0aw�'�ear� *. North Carolina One—Call. Center 2 DAYS BEfORE DIGGING IN NORTH CAROLINA CALL -1- 800 -632 -4949 UNDERGROUND LOCATORS. CONTRACTOR. SHALL CONTACT THE UNDERGROUND LOCATORS EVERY 10 DAYS FOR AN'.'UPDATE TO 'UTILITY LOCATIONS. - Call BEFORE you DIG! "It's The Law CA/? oe • -NNW 3322bl%14 n Ln v- 0 ro 0 t N 0 N can 0 z a� cn m 0 rJ N 0 0 o� W CONCRETE PIPE DIMENSIONS WALL. THK. OUT DIA, IN DA. MIN. H A B C_ E F G W K r 2 1/4" 19 1/2 f 15" 27 1/2 20" 24 8" 7 1/2's 4" 4" 8" 1 t+(r 2 1 2" 23' 18 31 " 20 ". 24" 8 9" 4" 4" 1 an 171 12"' .3" 30" 24" 38" 20" 30" 8" 12" 4" 4" 8" 21 t 3 1/2" 37° 30" 45 20 44 12 15 6" 8 a 1 4 44 36 52" 32" 44 12 18" 6" 8" a 3 4 1/2" 51 42 59 32 48 1 21 6 8 59p 58 48 66w 32m 24 6" . 8= 8 5 1/2" 65" 54" 73 32" 54" 12 27 %w 8 8 6pp 72 60 0 36 fib 12 30 $ 12 12 6 1/ 79 86 87 3fi 72 12 33 _87 12 12 311 7" 86" 72" 94" 36" 78 12 36" 8" 12 12 56 REINFORCING r-T;V- BAR "D" BAR "" NO. LGT. NO. LOT. 15" 1 4 2' -0" 4 V -11 " 18" 4 2' -3" 4 2' -2" 24" 4 2'_9" 4 2#_8" 30" 4 3' -3" 4 V -2" 36" 4 3' -g" 4 3, -$" 42" 4 4' -3" 4 4' -2" 48" 4 4' -9" - 4 4' -8" 54" 4 W -3" 4 5' -2" 60" 4 5' -9" 4 W -8" "„ 4 W -3a 4 69-2" z >T N .1 T FRONT VIEW N "D' BARS AT 12" ON CENTER "C" BARS AT 12" ON CENTER SIDE VIEW TOP VIEW GENERAL NOTES: 1. ALL CORNERS TO BE CHAMFERED 1 it IF CONCRETE. 2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2 - #6 BARS "Y" IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 tip AND OVER WITH A MINIMUM 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL. 3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 4. WALL THICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO MEAN THE THICKNESS ACCEPTABLE, BUT IS USED ONLY IN COMPUTING ENDWALL QUANTITIES. 5. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, AND POURS BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH. 6. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. CONCRETE WINGWALL WITH SPLASH PAD DETAIL NOT TO SCALE SITE NOTES GENERAL NOTES 1. BENCHMARK LOCATIONS AND ELEVATIONS WILL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION, 2, ALL WORK TO. BE DONE IN STRICT ACCORDANCE WITH CITY /COUNTY, NCDOT, NC:DENR LAND DEVELOPMENT STANDARDS, WHEN SPECIFICATIONS ARE IN CONFLICT, THE STRICTER SPECIFICATION SHALL BE HELD, 3. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY, ANY DAMAGE DONE TO EXISTING UTILITIES (SHOWN OR NOT SHOWN ) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE - CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES (SHOWN OR NOT SHOWN) PRIOR TO. CONSTRUCTION, TO INSURE PROPER LOCATION OF THE UTILITIES, THE CONTRACTOR SHALL CONTACT NC ONE CALL AT 1- 800 - 632 -4949, AT LEAST 48 --HRS PRIOR TO CONSTRUCTION. NON- SUBSCRIBERS SHALL BE CONTACTED DIRECTLY. 4, THE CONTRACTOR WILL PROVIDE APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC AT ALL TIMES. 5, BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN IS COMPILATION. OF FIELD RUN SURVEY BY CESI, CABARRUS COUNTY GIS, AND NCDOT LiDAR, FIELD VERIFY ALL ELEVATIONS, UTILITIES, BLDGS., STRUCTURES, . ETC, PRIOR TO BEGINNING CONSTRUCTION, 6, THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF- ANY HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER, NO SUBSURFACE EXAMINATION -OF ANY TYPE HAS BEEN. MADE BY THE ' ENGINEER, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS, FURTHER, NO OPINION IS RENDERED .AS TO ANY VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE OR LOCAL, RELATED TO THE INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD THEY EXIST. 7. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY /C+OUNTY, THE OWNER'S REPRESENTATIVE AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY /COUNTY, THE OWNER'S .REPRESENTATIVE OR THE ENGINEER, 8. CONTRACTOR SHALL VERIFY PROPERTY LINES, BUILDING DIMENSIONS, AND ALL OTHER SITE CONDITIONS PRIOR TO CONSTRUCTION, ANY SIGNIFICANT VARIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY, 9, CESI HEREBY RESERVES ITS COMMON LAIN COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS AND DESIGNS. NOT IN ANY -FORM OR MANNER WHATSOEVER ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION FROM CESI. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE JOB AND CESI MUST BE NOTIFIED IN WRITING OF ANY VARIATIONS FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS SHOWN BY THESE DRAWINGS, 10, SUBJECT PROPERTY IS LOCATED IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN), AS PER F.E.M.A. F.I.R,M. COMMUNITY. PANEL NO. 37025CO038 D, 3702500039 D AND 3702500040 D; EFFECTIVE DATE NOVEMBER 2, 1994, 11. THE .DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND ' BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS, ALL INLETS MUST BE INSCRIBED WITH FISH LOGO AND READ, "DUMP NO WASTE, DRAINS TO STREAM" OR EQUIVALENT APPROVED LANGUAGE TEMPORARY EROSION CONTROL, SEEDBED PREPARATION 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP, 3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF' VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM, 4, IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS SHOWN. IN ADDITION, PROVIDE 15 LBS./ 1000 SQ.FT. OF SUPERPHOSHATE, 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. . 6. LIME ' & FERTILIZER SHALL BE APPLIED UNIFORMLY do MIXED WITH THE SOIL DURING SEEDBED PREPARATION. 7. GRADED SLOPES AND FILL: THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 WORKING GAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION CONTROL. 8, GROUND COVER: WHENEVER LAND- DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE,. IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED .A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED. OR OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, 9, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS, 10, MULCH TO BE TACKED WITH ASPHALT EMULSION OR MECHANICALLY TIED DOWN WITHIN ONE DAY AFTER MULCH IS SPREAD. 11, CONTRACTOR SHALL ESTABLISH AND MAINTAIN A GOOD STAND OF GRASS UNTIL PROJECT IS COMPLETED, EARTHWORK NOTES GENERAL: EARTHWORK SHALL. INCLUDE THE LOOSENING AND REMOVAL, TRANSPORTING, STORAGE, BACKFILLING, GRADING AND ALL HANDLING OF NATURAL SOIL, DEPOSITED SOILS, OR ROCK FOR CONSTRUCTION OF ALL WORK UNDER THIS CONTRACT, 1. STRIPPING AND STOCKPILING OF TOPSOIL: STRIP ALL TOPSOIL TO ITS ENTIRE DEPTH IN THE AREAS TO BE GRADED AND PILE IN APPROVED OR DESIGNATED AREAS BEFORE ANY GRADING OR FILLING IS BEGUN. SOIL SHALL BE FREE FROM CLAY, LARGE STONES AND DEBRIS. THIS TOPSOIL SHALL BE USED FOR FINAL FINISH GRADING. 2. EXCAVATION FOR STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10': 3. REMOVAL OF UNSATISFACTORY SOIL MATERIALS: EXCAVATE EXISTING FILL MATERIAL AND UNSATISFACTORY NATURAL SOIL MATERIALS ENCOUNTERED THAT EXTEND BELOW REQUIRED ELEVATIONS TO DEPTH DIRECTED BY THE SOILS ENGINEER, LATERAL DIMENSIONS, DEPTH AND VOLUME SHALL BE DETERMINED BY SOILS ENGINEER, PAYMENT SHALL NOT BE MADE FOR MATERIALS REMOVED IF THE SOILS ENGINEER IS NOT PRESENT AT THE TIME OF REMOVAL. 4, ROCK EXCAVATION: WHERE EXPLOSIVES ARE USED, WORK SHALL BE DONE BY EXPERIENCED POWDERMEN USING SMALL CHARGES IN STRICT ACCORDANCE WITH ALL REGULATIONS GOVERNING THIS., WORK. BLASTING WILL NOT BE PERMITTED WITHOUT SPECIAL AUTHORIZATION OF THE OWNER, THE ENGINEER, AND LOCAL AUTHORITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY TO ANY PERSONS, PROPERTY, OR STRUCTURES AS A RESULT OF HIS BLASTING OPERATIONS. PAYMENT WILL BE MADE FOR ROCK EXCAVATION IN AN AMOUNT PER CUBIC YARD INDICATED ON THE BID FORM. 5. PROOFROLLING: FOLLOWING THE STRIPPING AND NECESSARY UNDERCUTTING, THE EXPOSED SUBGRADE SHALL BE PROOFROLLED UNDER THE OBSERVATION OF THE SOILS ENGINEER BEFORE NEW FILL IS PLACED OR AFTER CUTS ARE MADE TO EVALUATE THE SUBGRADE STABILITY. THE PROOFROLLING EVALUATION SHALL BE PERFORMED USING A HEAVILY LOADED DUMP TRUL01K OR SIMILAR PNEUMATIC -TIRED VEHICLE WITH A MINIMUM LOADED WEIGHT OF 25 TONS. THE SOILS ENGINEER WILL PROVIDE RECOMMENDATIONS FOR TREATMENT IF UNSTABLE SOILS ARE OBSERVED DURING THE PROOFROLLING OPERATIONS, 6. SUBGRADE MAINTENANCE: WATER FROM STORM RUNOFF SHALL BE CONTROLLED DURING EARTHWORK AND CONSTRUCTION ACTIVITIES BY INTERCEPTING AND DRAINING THE RUNOFF AWAY FROM THE SITE TO PREVENT WATER FROM PONDING ON OR SATURATING THE SOILS WITHIN THE EXCAVATIONS OR ON FINAL GRADES. 7 , FILL MATERIAL: THE GEINERAL CONTRACTOR SHALL FURNISH ALL FILL REQUIRED TO BRING THE GRADES TO LEVEL AS SHOWN ON THE DRAWINGS. FILL MATERIAL SHALL BE COMPACTED BY AN APPROVED METHOD TO THE REQUIREMENTS LISTED IN NOTE 6. IN NO CASE SHALL FILL CONTAIN TRASH, DEMOLITION DEBRIS, OVERSIZED MATERIAL ( >3"), OR ORGANIC MATERIAL OF ANY KIND. IN ADDITION, HIGH PLASTICITY SILT AND CLAY (PLASTICITY INDEX >30) SHALL. ONLY BE USED AS COMMON FILL. NO FILL SHALL BE PLACED UNTIL THE SOIL HAS BEEN CHECKED BY A LABORATORY AND APPROVED BY THE ENGINEER, -THE MOISTURE IN THE SOIL SHALL NOT VARY MORE THAN .3% ABOVE OR 3% BELOW THE OPTIMUM WHEN IT IS BEING INSTALLED IN THE FILL. 8, INSTALLATION OF FILL: ALL FILL SHALL BE FORMED OF APPROVED MATERIAL PLACED IN SUCCESSIVE LAYERS OF NOT MORE THAN 8" IN DEPTH, EACH SUCCESSIVE LAYER SHALL BE THOROUGHLY COMPACTED WITH APPROVED MECHANICAL TAMPERS TO THE REQUIRED DENSITY AND TESTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF THE NEXT LAYER. ALL FILL SHALL BE AT OPTIMUM MOISTURE CONTENT WHEN COMPACTED AS FOLLOWS IN ACCORDANCE WITH ASTM D698: STRUCTURE TOP 12 100% REMAINDER 950 COMMON ALL DEPTH 92% DRIVES & TOP 24" 98% PARKING REMAINDER 95% THE OWNER SHALL FURNISH AND PAY FOR ALL FILL TESTING, ROCK DEFINITION WE SUGGEST THAT "ROCK'' DE DEFINED AS THE FOLLOWING: A. GENERAL EXCAVATION: ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A SINGLE -TOOTH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A DRAW BAR PULL RATED AS NOT LESS THAN 65,000 POUNDS (CATERPILLAR D8K OR EQUIVALENT) OR EXCAVATED BY A FRONT -END LOADER WITH A MINIMUM BUCKET BREAKOUT FORCE OF 30,000 POUNDS (CATERPILLAR 973 OR EQUIVALENT). B. TRENCH EXCAVATION: ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A BACKHOE HAVING A BUCKET CURLING FORCE RATED AT NOT LESS THAN 42,000 POUNDS (CATERPILLAR 325BL OR EQUIVALENT). NOTE: IF THE CONTRACTOR ELECTS TO USE EQUIPMENT WITH POWER RATINGS THAT EXCEED THE MINIMUM POWER RATINGS DE.SORI8ED IN THE SPECIFICATION, THEN ROCK WILL BE DEFINED BASED ON THE ACTUAL EQUIPMENT USED, GRADING NOTES 1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE PLANS, REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA, THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, GAS, WATER, TELEPHONE, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND /OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT N.C. ONE -CALL CENTER 0 (800 - 632 - 4949). 2, CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY LOCAL AND STATE REGULATIONS. ALL MEASURES SHALL BE IN PLACE PRIOR TO STARTING ANY GRADING. 3. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL CONFORM TO LOCAL CITY /COUNTY LAND DEVELOPMENT STANDARDS. 4. ANY ' UNSUITABLE MATERIALS ARE TO BE QUALIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO REMOVAL, CONTRACTOR MUST NOTIFY OWNER OR OWNER'S REPRESENTATIVE IF UNSUITABLE MATERIAL IS UNCOVERED. 5. ANY EXCESS SOIL TO BE WASTED ON -SITE SHALL BE PLACED IN AREA DESIGNATED BY OWNER, WASTE AREAS SHALL BE STABILIZED TO ENSURE EROSION CONTROL OF SLOPED AREAS. TOPSOIL SHALL BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY OWNER. 6. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER IF SUBSURFACE DRAINAGE SYSTEMS ARE INSTALLED. 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2 :1 UNLESS OTHERWISE NOTED ON THE PLANS. IF DESIGN CALLS FOR SLOPE GREATER THAN 2 :1 AND IS GREATER THAN TEN (10) FEET IN HEIGHT, SLOPE MUST BE MATTED OR BENCHED, FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 8. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY /COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE, 9, ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN IS A VIOLATION OF THE CITY /COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE, 10, APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S), 11. ANY LAND DISTURBING ACTIVITY GREATER THAN FIVE (5) ACRES REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCGO10000). ANY PERMIT NON-- COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY THE N.C. DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES_ 12. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR, 13. NO BURNING IS ALLOWED. 14, A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY APPROVED. 15. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT R/W MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING. LEVEL SPREADER UP ' - - -- 3* LAYER OF #57 STONE - = 77\ FLOW PATH RIPARIAN BUFFER OR FILTER STRIP 3 3' STRIP OF FILTER FABRIC UNDERDRAIN SIZED FOR SITE SOIL CONDITIONS _I DRAIN INTO BYPASS SWALE APPROPRIATELY SIZED FOOTING CONCRETE LEVEL SPREADER DETAIL NOT TO SCALE SEEDING SPECIFICATIONS: 3:1 SLOPES OR FLATTER (Temp. & Permanent) 1. Apply ogriculturol lime of the rote of 90 Ibs /1000 sq.ft. 2. Apply 10 -10 -10 Commercial fertilizer of the rate of 20 Ibs /1000 sq.ft, 3. Seed in accordance with the following schedule and application rates: DATES TYPE PLANTING RATE Aug. 15 -- Nov, 1 Tall Fescue 300 Ibs /cc. or 7 Ibs /1000 sq.ft. Nov, 1 -- Mar, 1 Tall Fescue & 300 Ibs /4c, or 7 Ibs/ 1000 sq.ft. Abruzzi Rye 25 Ibs /ac or 1/2 Ibs /100 sq.ft. * Mar. 1 - Apr, 15 Tall Fescue 300 Ibs /oc. or 7 Ibs /1000 sq.ft. Apr. 15 -- Jul 30 Mulled Common 30 lbs /ac or 1 Ibs /1000 sq.ft, Bermuda grass Jul 30 - Aug. 15 Tall Fescue & 300 Ibs /ac. or 7 Ibs /1000 sq.ft. Brown Top Millet or Sorghum Sudan Hybrids 30 Ibs /ac or 3/4 Ibs /1000 sq.ft,' * Heovily mulched during January - -March period, 4. Mulch with straw applied at the rate of 75 -100 Ibs /1000 sq.ft, SEEDING SPECIFICATIONS; SLOPES STEEPER THAN 3:1 1, Apply agricultural lime at the rote of 90 Ibs /1000 sq.ft, 2. Apply 10 -10 -10 Commercial fertilizer of the rate of 20 lbs /1000 sq.ft. 3. Seed in accordance with the following schedule and oppiicotion notes: DATES TYPE PLANTING. RATE Mar, - June 1 Sericea Lespedezo 50 lbs /oc. or 1 1/2 Ibs /1000 sq.ft. (scarified) and Mar, -- April ADD Toll Fescue 150 Ibs /oc or 3 1/2 I159/100 sq.ft, or Mar, - ,Tune ADD Weeping Lovegross 5 Ibs /oc or 1/8 Ibs /1000 sq.ft$ *June - Sept. .1 Toll Fescue and 60 Ibs /oc, or 1 1/2 Ibs /1000 sgeft, Brown Top Millet or 35 lbs /ac or 7/8 Ibs /1000 sq.ft. Sorghum. Sudan Hybrids 30 Ibs /ac or 3/4 Ibs /1000 sq.ft. Sept, - Mor, 1 Sericea Lespedezo 70 Ibs /oc or 1 3/4 Ibs /1000 sq.ft. (unhulled- unscorified) Toll Fescue 150 Ibs /ac or 3 1/2 I69/1000 sq.ft. Millet or Sudan 20 Ibs /ac or 1/2 Its /1000 sq.ft. * Temporary - Reseed September 1 of recommended rates. 4. Mulch with 3" straw applied of the rate of 50 -90 Ibs /1000 sq.ft, and anchor with. asphalt emulsion tack coat applied of the rate of 14 -28 gals /1000 sq.ft. or 800 -1200 goal /acre. 5. Tack: 255 gal /acre JAN 2 41 4jo W+a North Carolina One -Cali Center am"L%p am *aft ow 2 DAYS BEFORE DIGGING IN NORTH GROLWA CALL l.'800-432',4949' UNDERGROUND LOCATORS. CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATORS EVERY 10 DAYS FOR AN ..UPDATE TO UTILITY LOCATIONS. Call- BEFORE you DIG! _ "It's The Low"' 'i CARD • 3221 d of.► * 1 GIN , •�`,�• 44 S ��f f i11111�1