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HomeMy WebLinkAboutNH_04-035_RawlECEIVED JUN 1 8 200� RECEIVED DEC 1 9 2007, NEW IMPERVIOUS DRIVEWAY (BY 0 GLEAN SAND FILL PROVIDE P.T. NO (IF NEEDED) TO R FROM BACK FILL EXCAVATION (RE' BE REMOVED ON (2) 8" dia. PERFC NITHIN ROCK THE PIPES T06ETHER REQUIRED AND A PIPE5 LEADIN6 T LINE BOTTOM, 51C OF ROCK TRENGI APPROVED 6EO1 FABRIC (SHOWN I EXISTING GRADE 1O'-O"w. X 5'-0"d FILLED H/ #51 M STONE (DO NOT u 4" MIN. GLEAN 5� L TRENGH (EXISTING SPIKED EN05 A� ARROW INDICATES DIRECTION OF WATER FLOW ON DRIVEWAY (REFER TO WATER RETENTION PLAN) •�. •�. �. T i x I� i Fw 1 ' 1• �. I � � r • . I - i�� ) � � r�I - S �• - !1 r • WIN ." .. . i r �• .•, t • r. •: • .. . r • • � � �. 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Mpg •�•.i•i ii •0. is i��«••�l,��•� •t��••ti�••tt,�ti «I�• �. �r•r•�.. ��•�:r:i,�,yyi•iti�,�����i�•1:.1:�•,-.•t���•��••I«..r t�om•ii•1.i . � .r�,•�.r '10,-I.�� II I '�������Z�I�-, �r..«'1`�� '« ! �!i•I�[I..� ! ;R• • i�•��j�•��j�i��j�•��� �k'I-fit ����ta;���I����t - ���t�w��r +�}���rll� r�j.�i�:�.�•�r=+.� jr.���l-��l��.f��l Iiq lllly4�'41i1 "III III Hill b;) I W II pil I III A CIVIL 11 10'-O"w. X 5-0"dp. TRENGH DETAIL AT 0id1\/ENO)' SGALE: I "=1'-O" 4'-0"W. X 3'-0"dp. ROCK TRENGH FILLED W/ #51 MARTIN MARIETTA 5TONE (DO NOT OVERFILL TRENGH) PROVIDE P.T. WD. RETAINING WALL IF NEE) DED TO RETAIN EXISTG. SOIL FROM BACK FILLING TRENGH DURING EXCAVATION (RETAINING WALL5 MAY BE REMOVED ONCE ROCK 15 IN PLAC LINE 80770M, 51DE5, AND TOP OF ROCK TRENGH W/ AN APpf?AVtD 6EOTEXTILE FILTER I WN DASHED G MHO ) FABr� C 8" iI PERF=RATED 50GK LINE WITHIN ROGF, TRENGH (ATTACH TO DRAIN PIPES LEAE)IN(5 TO DONNSP011 A5 REQUIRED) EX15T1NG GRADE 4" MIN. GLEAN SAND BELOW TRENGH (EXI5TIN(5 OR FILL)' SPIKED ENDS A5 REGIV. B CIVIL . 1 . APPROX. GRADE LINE NOTE: PROVIDE 501L COVER A5 REQ'D. (WILL VARY FROM 51TE TO SITE) ��a000aoae0000aaaoo�o o�o�o�o�o�o�o�a�o \ \ \ \ e Z. Baas 000 - 0 4'-0"w. TRENGH 4'-O "w . X 3'-0" Jp. TRENGH )ETA I L SGALE It= 1' -O It ,kNA7r=RR Rr=Tr=NTION CALCULATIONS Water Retention Calculations f I i or Raw Res dense Lot 9 5khnmer Rood, � 9h Island, Figure Eight North Gcrolina based on "5tormwater Best Management Practices", by N.G. Department of Environment and Natural Resources Division of Water Quality Water Quality Section Dated: April Iggq Based on I" of rainfall over I ervious area per section 8.5 of NGDENR CALCULATED AREAS / VOLUMES TOTAL A 2 .f. 0 DRIVEWAY ARE . __........._.„.... 2, 31 sq t T 2 081 s . ft. TOTAL SITE AREA ......_.__ ........................... 9, q TOTAL HOUSE AREA ....................... 4,004 sq. ft. LAND AREA WITHIN SITE 22,735 sq. ft. TOTAL POOL DECK IMPERV. AREA._...962 sq. ft. PERCENTAGE OF IMPERVIOUS AREA ... 31.7% TOTAL IMPERVIOUS.....-............-..._._.-..7,203 sq. ft, ZONE I VOLUME TO BE RETAINED ........ 275 cu. ft. ZONE I AREA .............._ ._. _......... 3,304 sq. ft. ZONE 2 VOLUME TO BE RETAINED ........ 325 cu. ft. ZONE 2 AREA ....._ ...._.......__.._..._... 3,899 sq. ft, TOTAL VOLUME TO BE RETAINED ......... 600 cu. ft. CALCULATED TRENCH SIZES ZONE #1: NEN TRENCHES: (2) 28'-O'long X 4'-0"w. X 3'-0"dp. & (1) 8" DIA. TRENGH PIPE EA. (VOLUME CAPACITY OF EA. TRENGH: 1315 Cu. ft. N/ A551JMED 40% STONE VOID RATIO AND ONE 8" DIA. SOCK LINE) ZONE #2: NEN TRENGH: I6-O"long X 10'-0"w. X 5'-O"dp. W/ (2) 8' DIA. TRENGH PIPES (VOLUME CAPACITY OF TRENGH: 325 cu. Ft. W/ A55UMED 40% STONE VOID RATIO AND TNO 8" DIA. 506K LINE5) THEREFORE: " " " Provide -0 total linear feet of 4-0 w X -0 d .rock trench with 18" dia 56 3 P sock a' zone I e P I f (on long 28 -0g own trench on ea. side of structure as shown P on plan). Provide lb'-O" total linear feet of 10'-0"w. X 5'-0"dp. rock trench with two 8" dia. sock pipes for zone #2. Runoff will be transmitted to the retention trenches by new and existing gutters d downspouts and by slope of driveway. LOT 8 S 63°4b 54" E 312.66' T== LINE OF HALL FRAMING BELOW (TYPICAL) INDICATES DIRECTION OF WATER ROW IN 6VIl 1 28,-0' (ROCK TRENGH) 1 . \ FENCE BY OTHERS INDICATES DIRECTION HEN TRENGH TO HAVE 0) NOTE N64 OR EXI5TIN6 CORRUGATED PLASTID DRAIN 1 \ OF WATER FLOH IN m �� 8' DIA. PERFORATED M05T GUTTERS AND DOWNSPOUTS PIPES (FIELD VERIFY EXISTING CONDITIONS AND ---------------------------------------__ I C 1 TRENGH (TYPICAL) SOCK LINE A5 SHOWN SHOWN ON THIS PLAN HAVE BEGIN CONNECT TO TREIGFIES AT REAR OF 5tRi1GTUREI PREVIOUSLY INSTALLED, A_ �- \ NB H 4'-05r. X Y-0' ROCK TRENCH LINED W/ AN f O M HERE NOTED 07T t WI5E � -- 1 �` Q \ AF'PRCNED GEOTE)LE FILTER FABRIC FILLED W/ �5T O ----- -- -------------------- ---- ____--___- -- _-___________--- _______________- = ADD NEW V r ` - _ ' `----- poWNSPgIr --------- ----- MARTIN MARIETTA STONE (28'-0' OF HEW ROCK TRENGH To Q r - .-r- -- --�, --- -�, r ------------ - --- ------ ------ - - - - - - - - - - - - - -- - - - - - - - - - - - - r BE LOCATED AT THI5 SIDE OF STRUGTURE FOR ZONE xU - - I Q ----------------' --- ---,�- \ i STEPPING STONES BY OTHET'S11 1 \ \ Ra f / SEPTIC FIELD BY OTHERS ! (x 50A' SETBACK LINE FROM MEAN `' w/ W \ HIGH WATER LINE (NO TRENCHES ZONE #1/ nl N/ j ,,,, ,,, • , i/ jam, MAY BE INSTALLED ON WATER �� ZONE #1 I SIDE OF TH15 LINE) ' C ~ +t1 CO \ ZONE #1 C��lVJ1J \ SPA W O r \ \ Z 'N N N N N ZONE #1 r ZONE #2 ' PLANTER- ' I / 1 Z ADD NEW GUTTER PROPANE TANK BY OTHERS POOL N ,, Ti i i AND DON NSPOUr ZI-o AT THIS LOCATION -- O/ \ All �+ N `"' PLANTER ZONE 42 EXISTING DRAINS AT POOL DECK y O > �i' ZO �� tt • i i ' (FIELD VERIFY EXISTING VERIFY EXTENTS OF N1 \ TRENGFES AT REAR OF STRUCTURE) SY f// O �� �:• �ii i �� IMPERVIOUS DRIVEWAY NU co MASON'S CHANNEL \ I CONDITIONS To ARGHITECn1RAL PLC Ail \ \ / O \NEJH TRENCH TO HAVE PERFORATED SOCK LINES AS DIA. / \ NOTE, IMPETtVi0U5 POOL DECK TO / O \ BE SLOPED AS REQUIRED !•.�`\`I . Y IIb'-0 (ROCK TRE'�N) �( TO DIRECT RUNOFF INTO w / Z _ /. NEW 10'-0'H. X 5'-0'clFl. ROCK �- EXISTING DRAINS I• _. Z c\; '• - - - - TRENGH LINED W/ X \ O N - - APPROVED 6EOTEXTILF / g / I %1• a� N - '`'`� ^-'•ZONE #2'-;'^ i rL-- �'1' _���, F, FILTER FABRIC FILLED W/ MSl 1 w MARTIN MARIETTA STONE / tI \ r ► : r Ob'-0' OF NEW ROCK TRENGH / \ ��> � � �' > w •`- :.�: ,, •.,',.. { F TO BE LOCATED BELOW 1 - EXI5TI% BULKHEAD a '+�� I DRIVEVWY AT THIS SIDE of uJ y't jl ZO 3' MIN. CORRUGATED PLASTIC PIPE ZONE / : TO DIRECT WATER RUNOFF FROM STRICTURE FOR �7J / TO TRENGH SIZE PIPE / AS REO'D 4R DOYINSPOUr) FC/ of N 7 Z < - S i Ti I - ZONE #2. I O• I i I I I O i I I I I I I 'ND5' I I I I i w I '(2) I 'SQUARE' I 2'X12 I I I I i i I i :I II I I `J i I I I • G• Z O i I I ISIMILAR)- 9 ' GRATES I i - I I 1'OR I I 1I I T' T o I Y OTIHERS i BOARDWALK B I EXISTING PIER I I NEW I I EX 5 O' I � F Wfi "V I .T • SURFACE OF I � I I N / i I I I I I I / II I� I G I I I I I I �' b I I I 9 w t I T• ' DRIVEWA I i I -o• Y 120' I I (r1oDE1 I I u Z I I i I NE 1 ZO # NE 1 � I ZO # i I I ! 12 I 1211 12 1125 . _ OR 2 'a'r ) m O _ r 1 ro ' ri BLAMER. N r / ZONE > �; ZONE#2 > at j r-- I I• w / ZONE #1 1 ' SEPTIC EQUPMENT Al 11 t ! I ZONE #1 ZONE #1 //i ZONE #2 BY OTHERS � �• �' ' I PLANTER: - - - - - _ _ _ - _ „ LOT 9 SKIMMER ROAD - I 1 I ! ------ - ---, y - ADD NEW GLITTER 1 I y - --_-_____ - AROUND HIGH ROOF T AREA -A- 1---------- i� 1 �'I i y I �� �_�!Lil TOTAL L O ? 5 NG CORRNECT WATED CONHEW GUTTER AT HIGH 29 081 +/- S.F. 1 �1 1 1 l•�/ I I �x� ..� Lill,`;.� �_•-+{�-q ' � �r- NEW OR EXI TI , PLASTIC DRAIN PIPES (FIELD ROOF W/ LOWER 6UFTER AT 1 -�•� VERIFY EXI5T1% CONDITIONS THIS LOGATION W/ NEW .668 ACRES 1 NE'1 4'-0'w. X 3'-0'dp. ROCK TRENGH LINED H/ AN 21 (ROCK TRENGI,J AND CONNECT TRENCHES DOV8N5POUT AS REQUIRED APPROVED 6EOTEXTILE FILTER FABRIC, FILLED W! 057 AT REAR OF STRUCTURE) MARTIN MARIETTA STONE (28'1 OF NE9 ROCK TRENGH TO TYPICAL DONt<SPQUr SHOWN THUS BE LOCATED AT THI5 SIDE OF STRUCTURE FOR ZONE vU S 63°45'v4" E 312.66WATER RETENTION TRENGH NOT E5 ' 1) SOILS MUST HAVE A MINIMUM WATER INFILTRATION RATE OF 05� INCHES PER HOUR AT THE BOTTOM OF THE TTtENGH. LOT 10 2) ALL INFILTRATION TRBJ64-1E5 SHOULD BE 516HTED A MINIMUM OF 30 FEET FROM SURFACE HATER, 50 FEET FROM CLA55 SA HATERS, AND 100 FEET FROM ANY HATER SUPPLY HEi15 3) THE BOTTOM OF THE INFILTRATION TRENGH SHOULD BE A MINIMUM OF 2 FEET ABOVE THE 5EA50RAL H16H HATER TABLE, WITH GREATER SEPARATION DESIRABLE. 4) THE BOTTOM OF THE INFILTRATION TRENGH Ml BE A MINIMUM OF 3 FEET ABOVE ANY BEDROCK OR IMPERVIDU5 HORIZON. 5) THE BOTTOM OF THE TRENGH MUST BE LINED WITH A LAYER OF CLEAN SAND WITH AN AVERAGE DEPTH OF 4 INCHES b) THE SIDES OF THE INFILTRATION TRENGH MUST BE LINED HITH 6EOTEXTILE FILTER FABRIC. 1) INFILTRATION TRENC44E5 SHOULD NOT BE CONSTRUCTED ON FILL MATERIAL, BUT MAY BE ALLOWED ON A CASE BY CASE BASIS. 8) RUNOFF SHOULD NOT BE DIRECTED INTO AN INFILTRATION TRENCH UNTIL THE DRAINAGE AREA 15 STABILIZED. qJ TRENCHES, DOHN SPOUTS, PLASTIC CORRUGATED PIPES, AND TRENGH DRAIN GOVi SHOULD BE INSPECTED AND MAINTAINED AS REQUIRED TO ENSURE PROPER CONTINUOU5 OPERATION. IOJ KALK5, OR FILL GRADE MAY BE PLACED ABOVE ROCK TRENCH. T I ®N F L. 141l N 5 C ,A, L E: I ' I - 10 I _ o I I R I IIJ DO NOT DRIVE VEHICLES OR PLACE HEAVY EQUIPMENT OVER TRENGH DRIVES, HALKS, OR PARKING PADS. THESE ITEMS H15T BE DESIGNED TO SPAN OVER (SHOV\1ING TRENGH LOGfNTIONS) TRENCHES. NONCOMPLIANCE MAY RESULT IN DAMAGE TO DRAIN PIPE. 12J HHEN LARGE PORTIONS OF THE TRENGH ARE COVERED BY NONPOROUS MATERIALS, CATCH BASINS OR TRENCH DRAINS MUST BE PROVIDED FOR PROPER WATER Ni INFILTRATION. (SHALES MAY BE PROVIDED TO DIVERT SURFACE PLATER AHAY FROM IMPERVIOUS AREAS TO LOCATIONS WHERE HATER MAY PENETRATE SURFACE INTO I) 5EE 51TE PLAN FOR SPOT ELEVATIONS AND CONTOURS OF THE LOT. TRENCHES PROPERLY) 2) VERIFY LAMA 5ET5A6K5 (IF ANY) BEFORE TRENGHE5 ARE IN5TALLED. 13) WHEN FILLING TRENGH WITH ROCK, TAKE PRECAUTIONS 50 AS NOT TO CRUSH PERFORATED SOCK LINE WITHIN TRENGH. 14) IF 51TE 0135TACLE5 OR UNFOR5EEN DE516N COMPLICATIONS R'QUIRE TRENCHES TO BE RE5IZED OR MOVED, CONTACT ENGINEER PRIOR To CONSTRUCTION TO Discuss P0551BLE PLAN REVI510%. LEGEND: -> DIRECTION OF WATER FLOW ON ROOFS mi DIRECTION OF WATER FLOW IN GUTTERS ))) DIRECTION OF WATER FLON IN TRENGH ■ INDICATES DONN 5POUT LGTNS. IN GUTTERS ® ZONE #1 IMPERVIOUS ROOF AREA TO BE DRAINED TO TRENGH ®OR ZONE #2 IMPERVIOUS ROOF OR DRIVEWAY AREA TO BE DRAINED TO TRENGH ROCK TRENGH LOGATION5 5HONN THUS pe91911il/llrej � of 0 EAby o. s SL l' 163- � ° ° e e e f,,o99991t11 rice c Gc ' PORgTF':�`' ; o : SEAL S ° e N.l ees °°°eeeeeeeeeeeeee Z � r 8 o o v CD m Q w Q In m C) O v t-- 0 w Q Q Ed m ^_1 v I•-- . O Z • O_ � O O Its� V � z V / O CL �J V 1 � C) 1 a E,,c tsT I�i 4 HESE ot= MA-TV12. 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SEAU 11 5 t= Hp�wTt+ocL�1s -ro wPRoPt • + �A� tq � LINE ' '• (;IANT LAMOPE ' •' \\Lt FAZS off f.. 4- 114 ti VHT10 rl J, '�` �;\\ GOES _ SLopES 12't DOWk a`I } HVAC ���11� I •• , 19 pmt4T . j `• • ' '•• .LAW N • • ' ,,r •,• • � • g `G�LM A PPrT4d Or LAW LAW t1 PPS" . .• , \ STOuMNS Ft Not E)(-reNDS - S' FP -DNA 0o9Nf42 o f PM0 Pf a-r(J eAp.S ON (PE WoZr > Pcsr PLANT LIST QUANTITY COMMON NAME SCIENTIFIC NAME Gardenia •asminoides'August Beauty' SIZE 3 GAL 5 A'u ust Beauty Gardenia 8 ICarnellia Camellia sasan ua 3 GAL 2 Crepe myrtle (purple) La erstroemia indica 'Muskogee' B&B 5 Dwarf Gardenia Gardenia 'asminoides'Radicans' 3 GAL 11 Dwarf Pittos ovum Pittos ovum 3 GAL 12 Evergreen Giant Lirio e Lido e muscari'Evergreen Giant' 1 GAL 3 Fatsia Fatsia JaponiGa 3 GAL 75 Fountain Grass Pennisetum alo ecuroides 3 GAL 9 Gardenia Gardenia •asminoides 13 GAL 13 Hydrangea Hydrangea macro h Ila 3 GAL 8 Japanese Black Pine Pinus thunbergii 25 GAL 400 Lido a Llrio e muscari 4" POT 1 Little Gem Magnolia Magnolia randiflora'Little Gem' 65 GAL 4 Live oak JQuercus vir iniana 5.5" CAL 14 Majestic Beauty Hawthorn Ra phiole sis umbel lata 'Majestic Beauty' 25 GAL 23 Palmetto palm Sabal palmetto 6' -18' HT 25 Pink Muhly Grass Muhlenbergia ca illaris 13 GAL 100 S artina S artina 13 GAL 11 Tree Form Wax Myrtle M rica Cerifera B&B 4 IWhite Oleander Nerium oleander 13 GAL o �, y f - • , .. ._.. _. ,' .�. l fir. . b••... �,gloom O ;C.X IS't"I r J dr E•PEi' . pALs�tE-ITO PALMS Gcar��,Iella•5 VWA9.F 1Prrr4>5V0"M �AUCxusT StAVEir 6P.= Et.l1A 3 0 k•Ntkrtitr t�TaL 6tt2Ac'.�+SE.c L_ LIVE OAK ORNAMeMTA{. ex2A5SU+s PALMETTO MLMS S q' $I hUK am PtW M I K V M FErtCE W kt tTE 0L1aA Npee_ AJt4 p-Tl,Fi L PLAc h1Tl r.16(S o ti1 z3 ,m 5 t t* s air- % S . P Z0Feg:;t ( la nl !✓ r-e,t E To sr-eEFt-t V t fin! • DRAINAGE NOTES O 2'-4' berm on both sides along property lines to contain water within property O 2'x2' French Drain on both sides of house under lawn o Roof water channeled through perforated pipe to rear of property into 2 storm water retention areas (5' x 5' x 5') O ELSVA-T(ONS P%RQ. 1-40T tG�cAGT Lst) r ArR.W— 'ro Be- urteA role R'FcFeR.�Et�1Ct;c. �✓V ��A �7 BkWbAPAW OCALU& too .= log Off, -- •�9_ �JKFMM�jZ Q•OAr'D DRAWN BY �� aarat6tV t2.i;✓ tc,t&kT t�c�,r1p , niG RWVI*" 12-6 De -I PSY L L-,%Nr>SCAPe/ S U 1 V QV Rr DRAWINQ N uMoFR ��1