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HomeMy WebLinkAboutSW1160501_APPROVED PLANS_20160527STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT C APPROVED PLANS El HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD NEW RETAIL STORE - SAPPHIRE, NC NC HWY 64 &UPPER WHITEWATER RD VICINITY MAP NOT TO SCALE RECTIVF0 MAY 252016 DENR•LAN9 QUALITY 8T0RMVVAT PZ WVI iTING CIVIL PLANS: CO COVER C1 SITE PLAN C2 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4 GRADING PLAN C5 STORM PLAN C6-Cl9 CONSTRUCTION DETAILS H1 I PRE DEVELOPMENT HYDROLOGY H2 I POST DEVELOPMENT HYDROLOGY SITE LOCATION '"�°s�enonfi ments Is . ..... ,. +-ling ;. igner vrth to the P®emit SL✓i/G d,$'a j L 5, Z7 7e,CG pX f%1 �i6/Va>J�Q _ 5f Water Quaft M his f� _iieyiaien 9® X SQUARE FOOTAGE LEGEND (STANDARD PROTOTYPE BUILDING) TOTAL SQUARE FOOTAGE 9,100 S.F. TOTAL LEASABLE AREA 9,002 S.F. OVERALL BUILDING DIMENSIONS 70'-0" X 130'-0" SALES FLOOR DIMENSIONS 68'-0" X 107'-5" SALES AREA 7,422 S.F. RECEIVING AREA 905 S.F. BREAK ROOM & OFFICE AREA 185 S.F. TOILET ROOMS & HALLWAY AREA 176 S.F. TOTAL NET AREA 8,688 S.F. (BLDG AREA PER CODE) NnTFS- 1. BUILDING MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE AND LOCAL), FIRE, ADA AND HEALTH DEPARTMENT CODES. 2. NO TAPERED COLUMNS ALLOWED. 3. MAINTAIN INTERIOR CLEAR SALES SPACE AS REQUIRED ON PLANS. 4. THE ABOVE AREAS DO NOT ACCOUNT FOR ANY VESTIBULE OPTION IF CONSTRUCTED. ADDITIONAL SQUARE FOOTAGE WILL ADDED IN THE EVENT A VESTIBULE IS CONSTRUCTED AT THE FRONT ENTRANCE TO THE BUILDING. Sign of Quality CONSTRUCTORS, INC. 1705 ENTERPRISE WAY SUITE 200 MARIETTA, GA 30067 Tel: 770.988.0400 Web: www.edtinc.net tC A ° ,�Siz ❑ NOT FOR CONSTRUCTION ■ FOR CONSTRUCTION I THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF ENGINEERING DESIGN' TECHNOLOGIES, INC. AND IS THEREBY PROTECTED UNDER COPYRIGHT LAWS. THEORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE. EXPRESSED WRITTEN CONSENT OF ENGINEERING DESIGN TECHNOLOGIES, INC. REV DATE / DESCRIPTION Date: 05/20/2016 Job No: 15E-05-10000 Drawn: L. ROACH Checked: D. WESTFALL Filename: Sapphire NC DG Const Base Plot Stamp: May 21, 2016 12:43:36 pm COVER 000 30' 60, 1 " = 30' POST DEVELOPMENT BASIN INFORMATION POST -DEVELOPED BASIN 1 AREA = 0.212 AC CN = 98.00 TC = 6.00 MINUTES TREATED AS 100% IMPERVIOUS AREA Q50 = 2.6 CFS POST -DEVELOPED BASIN 2 AREA = 0.248 AC CN = 86.51 TC = 6.00 MINUTES TREATED AS 68.95% IMPERVIOUS AREA AND 31.05% GRASS COVER >75% GOOD, SOIL TYPE A Q50 = 2.8 CFS POST -DEVELOPED BASIN 3 AREA = 0.289 AC CN = 55.51 TC = 11.81 MINUTES TREATED AS 100% IMPERVIOUS AREA Q50=3.5CFS POST -DEVELOPED BASIN 4 AREA = 2.49 AC CN = 54.47 TC = 11.81 MINUTES TREATED AS 10.44% GRASS COVER >75% GOOD, SOIL B 7.23% GRASS COVER >75% GOOD, SOIL TYPE A, AND 82.33% WOODS, SOIL TYPE B Q50 = 12.5 CFS POST -DEVELOPED BASIN 5 AREA = 0.887 AC CN = 61.00 TC = 12.47 MINUTES TREATED AS 100% GRASS COVER >75% GOOD, SOIL TYPE B Q50 = 5.4 CFS REC-FIVF0 MAY 23 201i DENR-LAND QUALITY STORMWATERPERivi! I i!NG Received Land Quality Section Asheville Approved c,Ire>n:"` :!✓Sic:;+zrEe7t3 construction nt:;Rts is 1 f ;uM,h1a .'G„er Inspoct dunnp Ccr S o I ta: v;i!h the P1106 and space; find c•Iq:i'. cc;r.;;hwmv; -it1: thfrWatr rul S� the Pwn* x ' It/�R}CL-NC Oi;rision „t Water Qualify Sh6ef # 2,O _ Revision Dats.J 10.14/6 PRE VS. POST HYDROLOGY SUMMARY STORM EVENT, TYPE II-24 HOUR, TRANSYLVANIA COUNTY, NC OUTFALL (PEAK) BASINS INCLUDED 1 YR 2 YR 5 YR 10 YR 25 YR 50 YR 100 YR EXISTING 241N CMP PIPE - PRE EX-1 1.5 2.6 4.6 6.1 6.8 8.4 10.9 EXISTING 241N CMP PIPE - POST POST-5 1.0 1.8 3.1 3.9 4.4 5.3 6.8 EXISTING 361N CMP PIPE - PRE EX-2 2.0 3.7 6.8 9.2 10.3 12.9 16.8 EXISTING 361N CMP PIPE - POST POST-1, POST-2, POST-3, POST4, 2.0 3.6 6.7 9.0 10.1 12.6 16.5 Sign of Quality CONSTRUCTORS, INC. 1705 ENTERPRISE WAY SUITE 200 MARIETTA, GA 30067 Tel: 770.988.0400 Web: www.edtinc.net CAR (] NOT FOR CONSTRUCTION ■ FOR CONSTRUCTION 0 H CA F-+ w z U z N THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF ENGINEERING DESIGN TECHNOLOGIES, INC. AND IS THEREBY PROTECTED UNDER COPYRIGHT LAWS. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF ENGINEERING DESIGN TECHNOLOGIES, INC. ' REV I DATE / DESCRIPTION Date: 05/20/2016 ' Job No: 15E-05-10000 ' Drawn: L. ROACH ' Checked: D. WESTFALL Filename: Sapphire NC DG Const Base' Plot Stamp: May 21, 2016 12:45:46 pm POST DEVELOPED HYDROLOGY PLAN H2.0 r.t,Of( N � 0/cc Cb h� /ham TW: 3070.00 BW: 3066.00 HEIGHT: 14' 1� I TW: 3066.00 BIN: 3057.00 HEIGHT: T 11 R. Ns0. So, ♦S 34 �S3. 3072.50 In ♦� FG: _/X/O 3072.40 TW: 3079.50 BIN: 3072.50 HEIGHT: 7' ( 3072.10 / ®� �♦ i g ON TC: FG: 3072.65 3073.50 FG �� / 3072.80 O TC: 3072.50 O n' J 3073 � .n `2O10 c4,e°R 3072.22 2y+STP4, eP Fj� r'2y/ 3072.50% Fr ti 00 4� O 1?01 O TC: .. ! 3073.12 t FG: FG: 3072.90 3072.22 FG: N�c 3073.35 �j FG: 3073.40 An O��i� 3073.12 970�AFT_. 00 0- c c� ao - :: e `?O� \2 3 `?O 7 FG: 3073-40 `?0) O 30s9 k? `?0' FG:_/ 3073.00 FG: 3072.75 TW: 3067.20 BW: 3060.00 HEIGHT: 72 3073.00 3072 0 TC: 3073.00 a 'Ple. NV: 3076.50 BW: 3073.50 HEIGHT: 3' 6Q ' 6 O � A 6; 3p74 3073 TW: 306.0 ny BW: 3064.50 HEIGHT: 2.6' N 20' 0 20' 40' SCALE- I" = 20' 3071.80 3065 o_ 3060 A Y'�1,.•V�Y� TW: 3067.50 BIN: 3059.30 HEIGHT: 8-2 �K 'NOTE: ALL DISTURBED AREAS TO BE LANDSCAPED WITH FULL SOD. GRADING LEGEND HP GRADE BREAK LINE 2.26% SLOPE ARROW ® AREA INLET +636.80 GRADING NOTES 1. INFORMA7TON CONCERNING SITE SOIL CONDITIONS HAVE NOT BEEN PROVIDED, THE OWNER WILL PROVIDE CONSTRUCTION MATERIALS 7ES77NG. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT ACCEPTABLE TO THE OWNER AND ENGINEER. J. IF CONTRACTOR DOES NOT ACCEPT EXIS77NG TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THE CONTRACTOR SHALL MAKE A TOPOGRAPHIC SURVEY AT THEIR OWN EXPENSE REVIEW. c 4. CONTRACTOR IS RESPONSIBLE FOR N077FWNG ALL U77LI77ES BEFORE •c CONSIRUC71ON AND VERIFYING LOCATION OF ALL U77LI71ES SHOWN OR NOT SHOWN. -0 v 5. RCP STORM PIPE IN CITY ROW SHALL BE CLASS III PER AS7M C-76. ALL PIPE u� AND COIVNECT70NS AT MANHOLES SHALL BE WATER 77GHT Ci)U ) 6. CONTRACTOR SHALL PROVIDE DRAINAGE AWAY FROM THE BUILDINGS. 0) Of Q Z PRECAST STRUCTURES MAY BE USED AT THE CONTRACTORS OPTION. J 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE RELOCA77ON OF ALL UALITIES ALONG 774E RIGHT OF WAY AND ON THE SI7E ASSOCIATED WITH 114E COIVSTRUC77ON OF 77-IIS PROJECT, SUCH AS, BUT NOT LIM17FD TO SIGNAL POLES, SIGNAL CON7ROLS, DRAINAGE STRUCTURES, TRAFFIC SIGNS, UTILITY POLES GUY WIRES, ETC. 9. 774E EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE W1774 ARCHITECTURAL PLANS AND SPECIFICARONS. f0. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXIS77NG IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMI7ED TO, DRAINAGE, UTTLInES, PAVEMENT, STRIPING, CURBS, SIDEWALKS ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXIS77NG CONDITIONS. 11. ALL SLOPES AND DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT SHALL BE GRADED SMOOTH AND RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR TO PROVIDE TOPSOIL 1F NOT AVAILABLE ON SITE. THE AREAS SHALL BE SODDED, MULCHED, FER77LIZED AND WATERED TO PROVIDE A HEARTY MOWABLE STAND OF GRASS SMALL ROCKS MUST BE REMOVED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADD177ONAL COST TO THE OWNER. 12. SPOIL FROM F007INGS IS 774E S17E CONTRACTORS RESPONSIBILITY. CONTRACTOR IS TO USE THE SOIL ON SITE OR REMOVE IT FROM THE SITE. 13. EARTHWORK SHALL BE ON AN UNCLASSIFIED BASIS. 14. ANY FILL USED TO INCREASE THE ELEVA77NN OF THE FLOOR SLAB OR ANY FILL TO BE USED AS BACKnLL, SHALL BE CLEAN, GRANULAR MATERIAL. PRIOR TO THE USE OF ANY GRANULAR FILL, GRADA77ON ANALYSIS SHALL BE PERFORMED ON R£PRESENTA77VE SAMPLES OF THE FILL MA7ERIAL TO DETERMINE WH£774ER THE MATERIAL IS SUITABLE AS FILL. COMPACTED FILL SHALL BE PLACED IN LAYERS OF NOT MORE THAN EIGHT INCHES IN 77-IICKNESS, AT MOISTURE CONTENTS W17HIN TWO PERCENT OP77MUM, AND COMPACTED TO MINIMUM DENSITY OF 98 PERCENT OF I7S STANDARD PROCTOR (ASTM D 698) MAX DRY DENSITY. 15. ALL SPOT ELEVATIONS ARE TO FINISH GRADE (FG) OR TOP OF CURB (TC) UNLESS OTHERWISE NOTED. 16. ALL SYSTEM MANHOLES AND PIPES TO BE FLUSHED CLEAN PRIOR TO TURNING OVER TO THE OWNER. 17. ALL PIPE LENGTHS LISTED ARE BASED ON THE HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE AND USED FOR DESIGN. 18. STORM PIPE W7774IN DEVELOPMENT SHALL BE RCP FOR STORM MAINS. ROOF DRAIN LINES SHALL BE HOPE. 19. THE GRADE FOR THE PAVED PARKING AREA IS NOT TO EXCEED 3,5% 20. THE GRADE FOR THE PAVED 7RUCK RECEIVING LANE 1S NOT TO EXCEED 2.5% IF THIS COND177ON CANNOT BE MET, N077FY THE DOLLAR GENERAL STORE DESIGN DEPARTMENT 1N WR177NG WITH PROPOSED GRADING PLAN FOR APPROVAL. 21. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON -PAVED AREAS 22. FINISH FLOOR TO BE A MINIMUM OF 12' ABOVE 100 YEAR FLOOD PLAIN. A Dd ConnstrucstrucSitonrne ter FT rOf Do-sments Construction in accorr!-vai+n tt:c a documents IS r0quired by the storrnwfar PZ; Ira ,'din+,h CnrolOna rules require ;hat the stcrmwai:,r sysfnrn d®signer Inspect during c0rretruction. ce, �ify c0n1r1 de y with ltle plans and specs; and cer(!fv co,•n,!iacnf c with the Pom*swriniyater rules. (15A NCAC 2H 1n08 (j) ) Permit # Slif&�_ Date L . ZO (, ISM # l L NC Division of Water Quality ' L Revision Date,SZ(1.�r/6 Sign of Quality CONSTRUCTORS, INC. 1705 ENTERPRISE WAY SUITE 200 MARIETTA, GA 30067 Tel: 770.988.0400 Web: www.edtine.net `\\\\�%%ICARSle '•n/1111��' ❑ NOT FOR CONSTRUCTION ■ FOR CONSTRUCTION THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF ENGINEERING DESIGN TECHNOLOGIES. INC. AND IS THEREBY PROTECTED UNDERCOPYRIGHT LAWS. THEORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED. OR REPRODUCED IN ANIY MANNER WITHOUT THE EXPRESSED WR=N CONSENT OF ENGINEERING DESIGN TECHNOLOGIES, INC. Date: 05/20/2016 Job No: 15E-05-10000 Drawn: L. ROACH Checked: D. WESTFALL Filename: Sapphire NC DG Const Base Plot Stamp: May 24, 2016 1:35:01 pm GRADING PLAN C4*0 STIR 5 WEIR BOX N: 521134.12 E: 809510.12 TOP: 3071.80 I.E. IN(SE): 3064.50 I.E. OUT(SW): 3064.30 3' ORIFICE IN BOX I.E.: 3066.50 If STR 3 Al N: 521119.22� E: 8095M.09 TOP: 3071.40 I.E. OUT(SE): 3066.40 STR 6 JB N: 521096.39 E: 809469.78 TOP: 3071.50 I.E. IN(NE): 3062.50 I.E. OUT(SW): 3062.40 45 LF 12" HDPE 7.50%- STR 7 E-WALL N: 521063.84� BOOT ALL DOWNSPOUTS TO NEW STORM SEWER (TYP). ALL ROOF DRAINS ARE TO BE 4" HDPE @ 1.0% MIN SLOPE. 250 LF OF 18" HDPE @ 0.5% MIN SLOPE. PROVIDE V OF COVER. 24" HDPE INLET MANIFOLD 20' 0 20' 40' SCALE- J" = 20' STR 4 WB N: 521103.18 E:809528.10 TOP: 3068.40 I.E. IN(NW): 3064.00 WEIR PLATE OVER NE PIPE (24" HDPE) TOP OF WEIR I.E.: 3066.00 R 8 NCDOT DROP INLET 521115.03 809638.36 )P: 3073.50 . OUT(SE): 3070.00 24" HDPE INLET MANIFOLD "NOTE: ALL DISTURBED AREAS TO BE LANDSCAPED WITH FULL SOD. STR 2 WEIR BOX N: 621062.86 E: 809599.73 TOP: 3071.50 I.E. IN(SE): 3064.00 WEIR PLATE OVER NE PIPE (24- HDPE) TOP OF WEIR I.E.: 3066.00 STR 9 EXISTING INLET N: 521050.47 E: 809718.76 TOP: 3069.60 I.E. IN(NW): 3065.00 Approved Stnra- Do,-utnents Construcij .,On ,c• cecuments Is required by the s'^r r W..�. Caroilna ruin require thai,Y�Fhasigner Inspect during court. Ucfnsr; e.+€yr con;cs.Mywith the plane elld spec,; and ce:':!iy ccari:!ianca with the stormwaftr mbs. (15A idG=.0 2H 1^08 (0 ) nermlt#_-'5L11&0 Dae_f. 47. 2,0/6 2i0"AU C Division of Water Quality 5°;gat #_ CrS L - Revision Date!K2O. ?,A4g PRE VS. POST HYDROLOGY SUMMARY STORM EVENT, TYPE 11-24 HOUR, TRANSYLVANIA COUNTY, NC OUTFALL (PEAK) BASINS INCLUDED 1 YR 2 YR 5 YR 10 YR 25 YR 50 YR 100 YR EXISTING 241N CMP PIPE - PRE EX-1 1.5 2.6 4.6 6.1 6.8 8.4 10.9 EXISTING 241N CMP PIPE - POST POST-5 1.0 1.8 3.1 3.9 4.4 5.3 6.8 EXISTING 361N CMP PIPE - PRE EX-2 2.0 3.7 6.8 9.2 10.3 12.9 16.8 EXISTING 361N CMP PIPE - POST POST-1, POST-2, POST-3, POST 4, 2.0 3.6 6.7 9.0 10.1 12.6 16.5 Sign of Quality CONSTRUCTORS, INC. 1705 ENTERPRISE WAY SUITE 200 MARIETTA, GA 30067 Tel: 770.988.0400 Web: www.edtinc.net I❑ NOT FOR CONSTRUCTION ■ FOR CONSTRUCTION THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF ENGINEERING DESIGN TECHNOLOGIES. INC. AND IS THEREBY PROTECTED UNDER COPYRIGHT LAWS. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED. OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WN MEN CONSENT OF ENGINEERING DESIGN TECHNOLOGIES, INC. ' REV I DATE / DESCRIPTION Date: 05/20/2016 I Job No: 15E-05-10000 ' Drawn: L. ROACH Checked: D. WESTFALL Filename: Sapphire NC DIG Const Base ' Plot Stamp: May 24, 2016 1:37:54 pm STORMWATER PLAN C5e0 COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE MC-3500 CHAMBER STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES 24- SUMP DEPTH 24- (600 mm) HOPE ACCESS PIPE REQUIRED USE FACTORY PRE -CORED END CAP PART #: MC35DOIEPP24BC MC-3500 ISOLATOR ROW DETAIL NTS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVEJOPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG AA. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3- (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE ) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY i) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B3. IF SEDIMENT IS AT, OR ABOVE, 3- (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45- (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES I- INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE is NECESSARY. NOTES: OPTIONAL INSPECTION PORT MG-3500 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.26 (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE COLLAR PAVEMENI CONCRETESLAB 8- (200 mm) MIN THICKNESS FLEXSTORM CATCH 11 PART#6212NYFX WITH USE OF OPEN GRATE 6- (150 mm) INSERTA TEE PART#61PSSWST351F INSERTA TEE TO BE CENTERED ON CORRUGATION CREST TH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12- (300 mm) NYLOPLAST INLINE DRAIN BODY WWSOLID HINGED COVER OR GRATE PART# 2712AG61P SOLID COVER: 12990GC GRATE: 1299CGS 6- (150 Lnn) DW V SCH40 PIPE (BY OTHERS) MG-35M CHAMBER MC-3500 6" INSPECTION PORT DETAIL NTS ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'o STARTS FROM THE TOP OF THE 'C LAYER TO THE BOTTOM ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT NIA PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D' LAYER AASHTO M145' BEGIN COMPACTIONS AFTER 24- (600 nwn) OF INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, �i% A-1, A-3 A-2-4, MATERIAL OVER THE CHAMBERS IS REACHED. STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. COMPACT ADDITIONAL LAYERS IN 12- (300 mm) C STONE CB LAYER) TO 24- (600 mm) ABOVE THE OR MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' WELL GRADED MATERIAL AND 95% RELATIVE SUBBASE MAY BE A PART OF THE'C LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, DENSITY FOR PROCESSED AGGREGATE 9.10 MATERIALS. EMBEDMENT STONE: FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE FOUNDATION STONE (A' CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. LAYER) TO THE -C LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS AASHTO M43' PLATE COMPACTOR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN; CRUSHED, ANGULAR STONE 3, 4 SURFACE. " OF THE CHAMBER. PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: 'CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE-. 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9- (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 6' (1501 ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS El (SEE NOTE 4) PAVEMENT LAYER (SEE PAVEMENT DETAIL) TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED NSFKLAT SNMERE RUTDM FROMWHCLES MYMMR NCREMECMERTOW(MI .n 9' 77' mm) MIN g 24- (2.4 m) (60D mm) MIN- MAX 12- (30O mm) MIN 45" (1140 mm) 24' STONE DEPTH MIN. 12 (300 mm) TYP 1. MC-3500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 -STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3. 'ACCEPTABLE FILL MATERIALS' TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR TY AT THE SITE DESIGN ENGINEER'S DISCRETION. StOrMMEVche Dereruion • ReRRAbrI -Wafer oue/Ty 70 INWOOD ROAD, SURE 3 1 ROCKY HILL I CT 1 06067 860-529-8188 l8ffi4M-2694 1 WWW.STORMTECH.COM MC-3500 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB CREST STIFFENING RIB UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION {> 45.D- (1143 mm) 77.0" (1956 mm) 77.0' (19% mm) 90.0' (2286 in" ACTUALLENGTH 22.5- (571 mm) INSTALLED NOMINAL CHAMBER SPECIFICATIONS SIZE (WXH XINSTALLED LENGTH) 77.0'X45.0'X86.0' (1956 mmX1143mmX2184 mm) CHAMBERSTORAGE 109.9 CUBIC FEET (3.11 M) MINIMUM INSTALLED STORAGE' 178.9 CUBIC FEET (5.06 mF) WEIGHT 135.01bs. (61.2 kg) 25.7' NOMINAL END CAP SPECIFICATIONS (653 mm) I SIZE (W X H X INSTALLED LENGTH) 77.0' X 45.0- X 22.5' (1956 mm X 1143 mm X 571 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m3) MINIMUM INSTALLED STORAGE' 46.0 CUBIC FEET (1.30 m?) WEIGHT 50.0 NIs. (22.7 kg) `ASSUMES 12- (305 mm) STONE ABOVE, 9' (229 mrn) STONE FOUNDATION AND BETWEEN CHAMBERS, 12' (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B' STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH -T PART # STUB B C MC35001EPP06T S. (150 mm) 3321- (844 mm) -- MC35001EPP068 -- 0.69- (17 mm) MC35001EPP08T 8, C2++0 mm) 31.16- (791 mm) -. MC35001EPP088 -- 0.81- (21 mm) MC35001EPPIOT 10' (250 mm) 29.0C (738 mm) - MC35001EPP1OB -- 0.93- (24 mm) MC35OOIEPP12T 12- (300 mm) 2636- (670 mm) - MC35001EPP12B -- 1.35- (34 mm) MC350DIEPPIST 15- (375 mm) 2339- (594 mm) - MC350DIEPPI5B -- 1.5W (38 mm) MC35001EPPISTC 1S- (450 mm) 2003-.(509 mm) - MC350DIEPPI8BC -- 1.77- (45 mm) MC35001EPP24TC 24- (60D mm) 14.48- (368 mm) - MC35001EPP24BC -- 2.06- (52 mm) MC35001EPP30BC 30' (750 mm) -- NOTE: ALL DIMENSIONS ARE NOMINAL CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24- (300,600 mm) SIZE ON SIZE AND 1548- (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10' (250 mm) THE INVERT LOCATION IN COLUMN'S' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE. STORMTECH MC-3500 DETENTION CHAMBERS DETAILS NOT TO SCALE Received Land Qoaiity Section Ashevi1 A a•v •in e x r• x-" I^.Ci L 18' - 30' FRAME & SOLID COVER OUTLET PIPE TO HEADER I MANIFOLD 8 p3 III 18'-30• DRAIN BASIN BODY 4' - 24' INLET PIPE 12"-24' m INLET OUTLET PIPE PIPE TO ISOLATOR ROW TOP VIEW W/ FRAME -& COVER REMOVED Q3 OUTLETqWEIR ' 1& INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER QY - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER ®- WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA SIDE SECTION VIEW THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 3W18 OR POSSESSION OF THIS PRIM DOES NOT CONFER, DATE 1e28M PHN (r1932-2443 NyIO lastFAX ( TECHNICAL INFORMATIONTHSHOWNHEREINDWGNOR APPO BY CA PROJECT NOJNAME ✓ 1 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE +02803 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMSSION FROM WLOPIAST_ DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 70044104)(17 REV B 2 C19 +'1 DDstlARtllli -,aumeM# Is -�arrltlne I rr with fh! L v II.1 the .' --. tiatsrQu811Qr lion Date , ZO. TO STORMTECH WEIR BOX DETAIL (SEE PLAN SHEETS FOR ELEVATIONS) 1►[�l�C�lEY�ld6q Sign of Quality CONSTRUCTORS, INC. 1705 ENTERPRISE WAY SUITE 200 MARIETTA, GA 30067 Tel: 770.988.0400 Web: www.cdtine.net -,\\\4\N `r-AR� � S ;. C)�20ZNi4 :A Qr �FE ❑ NOT FOR CONSTRUCTION ■ FOR CONSTRUCTION THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF ENGINEERING DESIGN TECHNOLOGIES, INC. AND IS THEREBY PROTECTED UNDER COPYRIGHT LAWS. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF ENGINEERING DESIGN TECHNOLOGIES. INC. REV DATE / DESCRIPTION Date: 05/20/2016 Job No: 15E-05-10000 Drawn: L. ROACH Checked: D. WESTFALL Filename: Sapphire NC DG Const Base' Plot Stamp: May 21, 2016 12:45:14 pm CONSTRUCTION DETAILS