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HomeMy WebLinkAboutSW4210703_Plansheet (6) - Grading/Drainage Plan_2021080301 E - I I a ri 3' OWNER/DEVELOPER: 0 I 4­ 1"1I1I 1)11 11�11'1, I ; / ' / 1 III1 1 1­ ) I ; , '_ I I I, w I - I , II . I1 , - I i...0 I. 1 1 "I I I \ II I 4I I \ �I , I , \ \ I ­ _ 1 � ­ � I \I \ .­ - . I I \ I _ " I 1 - I \ 1 _ , " 1 I 1­ ,\I, :1I _ , ._I, _ " - -1 . _1 ._, I .-. .., _I ,\ — .I­ - I 1 1I 1­ - ­I 1 I,1 I -,/- ,­ , I - I _—fZ/ �I" //�� -- ADDITIONAL INFORMATION W - ___�, ­l � �J GREG GARRETT —_J(-, \" , KY — —\ — - It 6420 HAMPTON KNOLL R ,D N ) I ) , DB231 \ -CLEMMONS NC 27012 >�e_—3—...I - 371972\PG f860 I <� ( 'i "; �N�4�-01— —2,,, I\,�,- f/ 9 I�Q 236 �\/ I� / � �36 /_!M a 0 ­1, . 0 z Q 0 z I 1�� ao ''f 1_._.z\\ i� , 1�1 z BEFORE YOU DIGI 1_1 , CALL 81-1 _� \\ "I � COMMUNITY ROAD I , ��— .. � NCONE—CALL CENTE9"', 1� P ,\ .1,1 , \ ,�'_ 1?�I; I � � � / /00 '\ ;0_P ,�!T� t\ I\Is THE� L VICINM M" 1W!,',! -�; \ � � // ,k NOT TO SCALE �, � 1� , , , / i 9 \ . � NDISTURB .� (TYP) _ / /, \ _\I / �7� 11 �, - I IFLOOD CERTIFICATION I I / ,.�I \ 1� ' The undersigned hereby certifies to the best of his knowledge and 1� .. .1 , -_--_"_,�\ _ belief the location of the subject property has been checked against , I \q 1/�/ ­. -­. -\- Z,I \ , area HUD/FIA maps and information provided by the Department of ',V_ � "Ut4bUy LINES �. / Housing and Urban Devlopment � LNRELOCATED- � I e-_ I � � I _ _ The subject propertis located a SPECIAL FLOOD \ � _� q _-) T- ,_ HAZARD AREA as determined byHUD/FIA flood map. I I , , ( '/ �O� / ELECTRIC ( / / I/ he su1 bject property is not located in a SPECIAL FLOOD —p_() ` � I ,// ,_\,f HAZARD AREA as determined y flood map. MEQBERSHIP CORP. \1. \ ,// / ���I _ - _ �g / _ The subject property is located in an area which has QB 1044 PC 1495 \� �.- 28 /" 11I � /9 not been mapped as to flood areas by HUD/FIA. PIN6820-01-27-89' , / / 1 ' X 25'/CONSTRUCTIO EN A CETI �k� I O — 1�E/ / LEGEND 0 / & ��\ 45J / I I . I I V 1 1 I ­ 1 1 " I . 1 . I- r / , ,� `�5/�J /I __ -� -1 __4 �/_- 4�/11 / t/ -- I < I e 141IV / — in/ / / �z- \ 11 . 1 5 & II I III 1 I ;1 II 11I , ; " 1 , I - I , 1 1 1I\ " - . ­ 1 \ \ II x I 1 1 Ii _ ,., , I .. I ,/ _�S/ / _ee ' , ' 1 A 4 -- SILT FENCE 1_18- / - " I . / / �/ � � W/ STONE OUTLETS B - �,�_ // , �4FV_ ,\ I (TYP.) §,S6�/ ,, ,ti _- 6 \ / > 1 �- _/ � 1 1.-/QV0 1 , , / , 1- � x N 4P , "_ �1 _1 � �_1 0 ;� I 7%; � OT .�-z__ � ,\RCK I Z,a P �-�ROTE 0 / _z �1\ :1'7 O I / I,- " /\ / ; .. ..... .... � _ � I � , � ; I 11 , TEMPORARY; I �� I , / . 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I �>- - - 1.8' ABOVE CL AT �__ 5' OFF PROP. LINE , I � ON HIGH SIDE OF LOT ­ I 1. , TYPICAL CROSS SECTION SECTION (D - (3 SCALE: N.T.S. r. A 101.8 , I \ . I / _J a. I � a. SCALE: N.T.S. ITYPICAL CROSS SECTION SECTION CB) - OB . I SITE DATA PROPOSED ZONING: MX—R PROP. LAND USE: RESIDENTIAL TOTAL No. LOTS PROPOSED: 30 TOTAL SITE AREA: 18.67 Ac.± L.F. STREETS: 1,323 LF DENSITY- 1.6 UNITS/Ac. BUILT —UPON AREA: 2.79 Ac. (15.07.) SEWER: DAVIDSON COUNTY WATER: DAVIDSON WATER, INC. SOIL TYPE: PaB, PaD, ChA AVERAGE SLOPE: 5% ± DISTANCE TO FLOODWAY. 0 LF DISTURBED AREA: 14.4 Ac.± PARCEL ID: 6820-01-35-7901 (PORTION) DEED REF: DB 2340 PG 1186 TRACTS & 5 EST. START DATE: JULY 2020 EST. END DATE: DEC. 2021 RIVER BASIN: YADKIN/PEE—DEE LAT/LONG: 35.963432, —80.272007 CONSTRUCTION SEQUENCE FOR ALL STREAM CROSSINGS (SEE NOTE ABOVE CONCERNING NPDES PERMIT) 1. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING AS DETAILED. THE TEMPORARY CREEK CROSSING SHALL BE INSTALLED ON THE UPSTREAM PORTION OF THE EASEMENT, AN ADEQUATE DISTANCE TO ALLOW SEWER LINE INSTALLATION. 2. PRIOR TO INSTALLING THE SEWER LINE ACROSS THE CREEK, THE CONTRACTOR SHALL INSTALL A TEMPORARY DAM UPSTREAM OF THE CONSTRUCTION ACTIVITIES, AND PUMP THE STREAM FLOW AROUND THE AREA OF DISTURBANCE. THE TEMPORARY DAM SHALL BE OF A NON —ERODIBLE MATERIAL SUCH AS SAND BAGS OR PLASTIC SHEETING OVER STONE. 3. UPON COMPLETION OF THE SEWER LINE INSTALLATION CROSSING THE CREEK, THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WITH RIP —RAP (SEE DETAIL). 4. UPON COMPLETION OF RIP —RAP, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DAM, AND TERMINATE BYPASS PUMPING. 5. AT WHICH TIME THE SEWER LINE INSTALLATION HAS PASSED ALL TESTING, AND THE AREA SEEDED, THE CONTRACTOR SHALL REMOVE THE TEMPORARY CREEK CROSSING, AND RE—ESTABLISH ORIGINAL CREEK BANK ELEVATIONS. NOTE. PUMP STREAM AROUND WORK AREA — . PUMP STREAM �- F DISCHARGE HOSE POLYETHYLENE FABRIC 8 MIL THICK (TYP.) WATER .SURFACE Z - ) STREAM BOTTOM(ROCK) SECTION A — A ... . ... � -RAP APRON 4ECK DAM WITH STONE FACE ZING BASIN PLAN CLASS I RIP -RAP (TYP.) /,iSANDBAGS (TYP.) 'CONCRETE FILL PROPOSED PIPELINE NOTES: 1. CONSTRUCT COFFER DAM AND UTILIZE DEWATERING BASIN TO DRAIN WORK AREA. 2. PUMP STREAM AROUND WORK AREA. 3. CONVERT COFFER DAM TO STREAM CROSSING WHEN NO LONGER NEEDED. 4. CARE MUST BE TAKEN TO AVOID CONTAMINATION TO THE STREAM FROM POURED CONCRETE SEALANT. I . COFFER DAM FOR BY—PASS PUMPING PIPELINE STREAM CROSSINGS NOTE; SEE SHEET NCG01 FOR INFORMATION ON GROUND STABILIZATION, MATERIALS HANDLING, SELF -INSPECTIONS, RECORD KEEPING, AND REPORTING.