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Home My WebLink AboutSW8130208_Approved Plans_201305174 L-7 NOT( \ \ I / ( ( I I 99 0()0' SE 64 \ \ 7 F, VfF � _41IF-1 IRAC Pd:)tep 1XI k, o- IVY MB 2g, pG �� •�%� 106) N 5 F,�'YA SEC�10 / SE01,ON Y1. / / 's /i .� � -�2 ' B p ASS�R�EpWI ZS� ED -d WOOL' G 24 W000, G 1�� \ ,- .�i"`'.� z �p8av5EY�ED 3°.5° 31, P IVY Mg 29, P \ (116) I_ -- \ \ot ssw (12 9) \ \ \ (12 7) ` _ / - -% / SEE a Ev 8 3O . \ \\ \\ \ \ �,\ W00� 311 / �� i / /r3 ' i ( SAY 25 PG i\\ \\\♦ \ �'�\ (141) i \ \�i�� G j: o v BASIN - (128) \ \ i / EX�s11N #2 RY \ 'SEZS �gAY #1 � \ � ♦ \ \ \ SEDVV (742 0000 000 X .IINTV. 30.4/ `� •..- `-.—" ,-- '' \\ '`' C s'". I \ \ ,.r�° '"• 145 0000 r YRO ppSED 5p01L ARC + \\ r 0000 LZ1�SI 5 / 0000 - _' 2 0 y \ A \ \ I 000 i �_ _ _ �. - I N W i I �, \ .. "'• '' 73 60EDSZL�YR y C 1 I • v-_` "4 I \ 0000 #3y.2° „ED• ''�' 0.00 o 1 n,. .......... � ii p rtoviNt�!' t. 1 e � I �.r rT pzel _ i FOREBAY 0 AS4� 2 TO"PLJ GRyD USE BURIED g 1 1 i �, M� �! , PROPOSED` I , w FUTURE DEVELOPMENT \ S LVE CNEI 1. G 6a3P pG P PR OF BY, 2 2A RCY \ \\\ F$S #32,35 \\\\ `t \\\ XA PROPERTY LINE PROPOSED BUILDING EXISTING PAVEMENT Designer's Plan Certification: EASEMENT "I hereby certify that this plan has been prepared in accordance with the latest PROPOSED WATER New Hanover County Ordinances and Storm Water Design Manual." PROPOSED SEWER Signature: LIMITS OF DISTURBANCE TEMPORARY SILT FENCE Printed Name and Title: RUNOFF DIRECTION 3:1 GRASSED SWALE Date: Registration Number: SEAL PROPOSED STORM PIPE 20.o SPOT ELEVATION Property Owner Certification: ENERGY DISSIPATER " I (We) hereby certify that I (we) am (are) the current owner of the property and that upon receipt of "Authorization -To -Construct" any clearing, grading, construction or development, will be performed in accordance with this plan and that the applicable ordinances and rules of VEGETATED SHELF New Hanover County, the State of North Carolina and the Federal Government and its agencies which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the construction and operation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without written authorization of New Hanover County." Signature: Printed Name and Title: Date: SITE DATA PROPERTY AREA: PIN # : CURRENT ADDRESS: EXISTING ZONING: PROPOSED ZONING: USE: DEED: SETBACKS: BUFFER: Adjacent to any Residential Zoning PARKING CALCULATIONS: PROPOSED IMPERVIOUS: 17.94 Acres R033o8-oO2-009-000 R03300-003-001-000 312o Alex Trask Drive R-2o R-20 CHURCH DB:4976 PG:566 DB:2683 PG: 396 FRONT 30' REAR 25' SIDE 15' SIDE 20' Proposed: too Space TOTAL: too Spaces PARKING - 34,903 s.f. DRIVE - 28,619 s.f. TOTAL - 63,522 s.f. REVISIONS 2/20/13 Wet Pond Revisions added Basin #2 Tnt- TAndscape areas shown. 3/21/13 Revised Entrance Drive, added center O bA 00 � N N o INC O U o W 4:ioU U O Z Wa�oQ) �Z tjo a U t ~ � U '/ '� • CC3 W-'11 rT� S E A L = 032555 INTERIOR LANDSCAPING: 4 TOTAL PARKING AREA: 34,832 s.f. REQUIRED 8 % INT. ISLANDS: 2,786 s.f. CLIENT INFORMATION: PROPOSED INT. ISLANDS: 3,443 s•f• TOTAL IMPERVIOUS: 59,931 s.f. (1.376 Ac.) NEW BEGINNING IMPERVIOUS: 7.67 % CHRISTIAN CHURCH, INC. ;11 F 3120 ALEX TRASK DRIVE LIMITS OF DISTURBANCE: 5.5o Ac. A I CASTLE HAYNE, NC 28429 n0 fi- - (910) 341-7984 NOTE 1. NO WETLANDS EXIST ON SITE PER SOUTHERN ENVIRONMENTAL GROUP, INC. ENVIRONMENTAL INVESTIGATION DATED OCTOBER 18th, 2012. i• 40ofio 6• DRAWN: EAS SHEET SIZE: 24X36 CHECKED: CDC DATE: 01-31-13 APPROVED: CDC SCALE: 1:80 PROJECT NUMBER: 100-083 DRAWING NUMBER: C-2 2 of 11 I R `f ` bJ0 13 Cam. \-?moo' t \ \ \ { 98 D, 'yam Mg 29, 40 6� r r �� r r f =:s_= .-.... _ \ \\�34 115 ( 107106 ) J� ..- ..--,-,.,.,,_,..• _.-.r.-- YARD \\ \ pD, 5� 2� / wpOD17 M, S� ''' --•- _ ...--.._. �.� \ l 1VY g 31' 40 tuY MB 2g' 4G �p\ / { 116 10, �,,.,,,. ._,,._ i'- ... ..✓ \\ ter„ �' ,,.,,, ...-33 2 ��.� r +_ -,.` \\ Qi o014 i — -- 1 { 129) \� \ { 127)yd 1 \BAST—141 { 144) \ { 128) \ \ r r r r r �X I -- — ® \ 2.0 r OPEN SPACE 1 \ \ \ rr .rrir r 000 143 ol - F.ILr\r.3o.40 -'r ✓� -'"' \, / 1 / jA `\`\\\ y r I ` `5r / -- / ♦ --_ 2 a Gu rb & ttet ' 4\ r i i 1\ ♦ .a ♦ �` t y�oPOS�D o� -6 \° \ \�t r , SPOIL ARC' , r •• (P Dos 01 *. 000 000 { r \ i t Ex. PARKING i�Yt t R 1,A000 ,►W ♦ , Z 4Rp40SE � oN It .00 M N t 7Tl t� -T i FOREBAy 1 GONSAL 3gg I, \ :':ti \ �� ' pNtil.<. � • 6g3, pp s ....................... ................ �IT ,. tt t1 $X..... - 3 KIltGIAI t 1 .............f xx. F A ............. R ............. .R ... ......... ....... ..+ } ..�— ROy N.M. i .. ...... ............... 111 RX.D 6a 1 i 1'� t 24 tier j 1 t i 1 t t t 1 1 ,.'�. w 'lPl. Ij•CRA won --0, r"t �'� Y VP u -�4�- r+r 1- 30" �7.31.50 ..�34r"r t t t ` _ �• /' "'3 . '�"r TORE I BEUSE 3 BURIED FOR FU TU' 29 E t �tlt I { t t tt ' —35--- �ul�wJ�yl 2� r 6' BE PLUGGF & USE TO BURIED F(�R FUTURE f � s Os t�t�1t tlo eta t tt t ttrn ' t� tt ttw ,' PROPOSED ' � t � 1t w,tt � � FUTURE � X 1�•t t 1 � 1 DEVELOPMENT \ i N32 33'47"W 3.42 \ 1 O \�` N15 49'01 "W ,CH.265.69, --�� R-462.90 ► P11 r —if r \ \ \ \ \\\ \ r3 3""♦ � r r LEGEND PROPERTY LINE PROPOSED BUILDING EXISTING PAVEMENT EASEMENT PROPOSED WATER PROPOSED SEWER LIMITS OF DISTURBANCE TEMPORARY SILT FENCE RUNOFF DIRECTION 3:1 GRASSED SWALE PROPOSED STORM PIPE 20.o SPOT ELEVATION ENERGY DISSIPATER W W N W W VEGETATED SHELF 4R�pFIRIN �K- SITE DATA - PROPERTY AREA: PIN # CURRENT ADDRESS: EXISTING ZONING: PROPOSED ZONING: USE: DEED: Designer's Plan Certification: " i hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and Storm Water Design Manual." Printed Name and Title: Date: Registration Number: SEAL Property Owner Certification: "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon receipt of "Authorization -To -Construct" any clearing, grading, construction or development, will be performed in accordance with this plan and that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Government and its agencies which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the construction and operation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without written authorization of New Hanover County." Signature: Printed Name and Title: Date: SETBACKS: BUFFER: Adjacent to any Residential Zoning PARKING CALCULATIONS: PROPOSED IMPERVIOUS: 17.94 Acres R033o8-o02-009-000' R03300-003-001-000 312o Alex Trask Drive R-2o R 20 CHURCH DB:4976 PG:566 NORTH C DB:2683 PG:396 MMA DIASI FRONT 30' REAR 25° SIDE 15' SIDE 20' Proposed: too Space TOTAL: too Spaces PARKING - 34,832 s.f DRIVE - 25,099 s.f. TOTAL - 5%931 s.f. INTERIOR LANDSCAPING: TOTAL PARKING AREA: 34,832 s.f. REQUIRED 8% INT. ISLANDS: 2,786 s.f. PROPOSED INT. ISLANDS: 3443 s.f. TOTAL IMPERVIOUS: 592931 s.f. (1.376 Ac.) % IMPERVIOUS: 7.67 % LIMITS OF DISTURBANCE: 5.5o Ac. Y 2 @ 5 4n i 'U NOTE 1. NO WETLANDS EXIST ON SITE PER SOUTHERN ENVIRONMENTAL GROUP, INC. ENVIRONMENTAL INVESTIGATION DATED OCTOBER 18th, 2012. VICINITY MAP (NOT TO SCALE): OLD MILL RD ALEX TRASK OR i N o a IT o v � J REVISIONS 12/20/1.'A Wet Pond Revisions. added Basin #2 • • • Ya x ram syh.^o�n". C. S E A L 032555 ��rrtilitt��` CLIENT INFORMATION: NEW BEGINNING CHRISTIAN CHURCH, INC. 3120 ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 (910) 341-7984 DRAWN: EAS SHEET SIZE: 24X36 CHECKED: CDC DATE: 01-31-13 APPROVED: CDC SCALE: 1:80 PROJECT NUMBER: 100-083 DRAWING NUMBER: C-2 2 of 6 -M- C 142 ) '__ C 1 4,3 ) � -- 145 EX.INV- 30.40 1 FES #5 -\ INV. 30,00' 8'x lo'x 18" E.D. / DITCH PLUG !(SEE DETAIL) 20' MERGENCY SPILLWAY ELEV. 3t.50' 4 EX. DROP INLET CONC. FLUME w/ 4 `{ TOP 34.08 /� } i ! s ' x 6' x 12" E.D. (Typ.) fill _._.mi LIMITS OF DISTURBANCE / 34 -� 3011 INV. 31.50' t TO BE PLUGGED & RE USE I BURIED FOR FUTURE 1 � , 1 1� ji�l i I ►-, ,jj� U I N w w cI t a LL / i � c W II n FES #2 III { INV.32.20 j b' 1o' :� 18" E.D. 1 U. 0 4.00 Lm 35.50 35.00 35 LIMITS OF DISTURBANCE 1 .... ..... �.r.......� ..... �....... .�.�. SF wood/ ... .�. �. _. .,._ ..... _...� ... cn SF� H LEGEND ot /-~ ,.,0 - - ''" PROPERTY LINE PROPOSED BUILDING --- �-- "---. --"" ._,_ . -� --� .-=� "~ ►�} EXISTING PAVEMENT EASEMENT --^---' PROPOSED WATER PROPOSED SEWER CIF � ---""--- �� LIMITS OF DISTURBANCE M.r � ____ --"' 2 9c TEMPORARY SILT FENCE'' �t� �---- RUNOFF DIRECTION •1 GRASSED ALE 3. G SS SW 1 1 � ' PROPOSED STORM PIPE SF SF 20.o SPOT ELEVATION 11 .� i ENERGY DISSIPATER VEGETATED SHELF W W W INTERIOR LANDSCAPING AREA I W/ S.F. '' 1 GRASSED I SWALE #4 3:„� SWALE # 3 1 30tt INV. 31.15' TO BE PLUGGED & BURIED FOR FUTUF'.F�.. USE 11 \_4 TEMPORARY DIMENT TRAP #1 34•bo �........ "" 3:1 GRASSED SWALE #1 SITE DATA PROPERTY AREA: 17.94 Acres PIN #: R033o8-oO2-009-000' R03300-003-001-000 CURRENT ADDRESS: 312o Alex Trask Drive EXISTING ZONING: R-20 PROPOSED ZONING: R 20 USE: CHURCH DEED: DB:4976 PG:566 DB:2683 PG:396 SETBACKS: FRONT 30' REAR 25' SIDE 15' BUFFER: SIDE 20' D• *Adjacent to any Residential Zoning PARKING CALCULATIONS: Proposed: loo Space TOTAL: too Spaces PROPOSED IMPERVIOUS: PARKING - 34,832 s.f. DRIVE - 25,099 s.f. TOTAL - 59,931 s.f. INTERIOR LANDSCAPING: TOTAL PARKING AREA: 3032 s.f. REQUIRED 8% INT. ISLANDS: 2,786 s.f. �.,..•� "'"� PROPOSED INT. ISLANDS: 3,443 s.f. VC? TOTAL IMPERVIOUS: 59,931 s.f. (1.376 Ac.) �00 % IMPERVIOUS: 7.67 % 0- ISV.LIMITS OF DISTURBANCE: 5.5o Ac. 11` CLEAN OUT EXISTING DITCH TO ASSURE POSITIVE DRAINAGE � TO BE LINED WITH EXCELSIOR MATTING &SEEDED IMMEDIATELY INV.3o.50' 5'Xio'Xi2" E.D. MATCH EX. ASPHALT 36.39' CONSTRUCTION CE OUTLET STRUCTURE (SEE DETAIL SHEET C5/ � 10' EMERGENCY 15 RI ; ;,, SPILLWAY INV 33.25 �34.00 \ / 3410 FES #3�,, �1 INV. 30.25. 4 t O s5 00 0 20 ASPHALT DRIVE 0 NI \� I N 20' BUFFER YARD o 6.00 \ N 0IR PI S CF' SF C ' SF •�SF C� .. •w - _E,rrw Fier •w� .10 24" RCP 6.0o N 6 0 a17' 02" W % 35.50 12 73. 6 0 35,0o LIMITS OF DISTURBANCE 34.50 1f � 3 1 {� j FES #1 \ � � I PROPOSED SILT FENCE (Typ.) 1 INV. 32.35 � / 1 1 � II� RACHEL T. GONSALVES k PART OF BK 2683, PG 396 MATCH EX. tit b Q� ASPHALT 36.16 ,.� 40 20 0� 40' 8o' DRAWING NUMBER: Scale: 1"=40' C-3 3 of 6 VICINITY MAP (NOT TO SCALE): OLD MILL RD ALEX TRASK DR Ln a ITE Al o J<v �v REVISIONS 12/20/1.q Wet Pond Revisions, added Basin #2 o � � N o� aU�o� W _ O � U • S E A L 032555 D. JJltflitl CLIENT INFORMATION: NEW BEGINNING CHRISTIAN CHURCH, INC. 3120 ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 (910) 341-7984 En i " o- ill 6 DRAWN: EAS SHEET SIZE: 24X36 D: CDC DATE: 01-31-13 APPROVED: CDC I SCALE: 1 : t} O PROJECT NUMBER: 100-083 EX. R/W EX. E EX. R/W 0 o� ID FM CLEAN OUT 55 Lf. OF EXITING DITCH TO ASSURE POSITIVE DRAINAGE TO BE LINED WITH EXCELSIOR MATTING & SEEDED IMMEDIATELY BLUE CLAY ROAD (6o' PUBLIC R/W) N �°c 15" FES — INV. 30.50' 5'x10'x12" E.D.____ 1 t 30, VL/tYll nVlt-.V JVVVI�r�V� zo' ASPHALT DRIVE SECTION NTS PROPOSED ASPHALT DRIVEWAY 36" RCP - MATCH EX. ASPHALT 36.37' . FORCEMAIN 36 31 FES#3 INV. 30.25 34. '5 2" LAYER TYPE SF 9.5A 8" ABC - 51 A H 0 N 20. n R_25' ZMAP BOOK 29, PAGE 64 � MATCH EX. ASPHALT 36.16' EX. R/W EX. EOP N O N \'-0 EX. EOP FM EX. R/W FES#4 INV. 30.10 101X12'X18"E.D. 35•85 35.55 LEGEND PROPERTY LINE PROPOSED BUILDING EXISTING PAVEMENT EASEMENT PROPOSED WATER PROPOSED SEWER LIMITS OF DISTURBANCE TEMPORARY SILT FENCE RUNOFF DIRECTION 3:1 GRASSED SWALE PROPOSED STORM PIPE 20.o SPOT ELEVATION ENERGY DISSIPATER y W Y W VEGETATED SHELF NOTE: 1. NO EXISTING DRIVEWAYS WITHIN 500' OF PROPOSED 20' ASPHALT DRIVE. SITE DATA PROPERTY AREA: 17.94 Acres PIN #: R033o8-002-009-000 R03300-003-001-000 CURRENT ADDRESS: 312o Alex Trask Drive EXISTING ZONING: R 20 PROPOSED ZONING: R 20 USE: CHURCH DEED: DB:4976 PG:566 DB:2683 PG:396 SETBACKS: FRONT 30' REAR 25' SIDE 15' BUFFER: SIDE 20' 'Adjacent to any Residential Zoning PARKING CALCULATIONS: Proposed: too Space TOTAL: 10o Spaces PROPOSED IMPERVIOUS: PARKING - 3032 s.f.' DRIVE - 25,099 s.f. TOTAL - 59,931 s.f. INTERIOR LANDSCAPING: TOTAL PARKING AREA: 34,832 s.f. REQUIRED 8% INT. ISLANDS: 2,786 s.f. PROPOSED INT. ISLANDS: 3,443 s.f. TOTAL IMPERVIOUS: 5%931 s.f. (1.376 Ac ) IMPERVIOUS• 6 VICINITY MAP (NOT TO SCALE): OLD MILL RD ALEX TRASK DR s a 2 ITE Q ;:0 v o � J 451 o � N N M G-� ct ° Z Z . o. at LLB � CAROB Q ` S E A L • 032555 p. r sj CLIENT INFORMATION: NEW BEGINNING CHRISTIAN CHURCH, INC. 3120 ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 (910) 341-7984 o 7.70 LIMITS OF DISTURBANCE: 5.5o Ac. NX DRAWN: EAS SHEET SIZE: 24X36 `} CHECKED: CDC DATE: 01-31-13 FEE APPROVED: CDC SCALE: 1:30 PROJECT NUMBER: 100-083 301 151 01 30' 6o' DRAWING NUMBER: Scale: 1"=30' C-4 4of6 LATE WINTER & EARLY SPRING TEMPORARY GRASSING DETAIL SEEDING MIXTURE SPECIES Rye (grain) Annual Iespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains) Omit annual Iespedeza when duration of temporary cover is not to extend beyond June. SEEDING DATES: Mountains - Above 2500 ft: Feb. 15-May 15 Below 2500 ft: Feb. 1-May i Piedmont - Jan. 1-May 1 Coastal Plain - Dec. 1-Apr.15 SOIL AMENDMENTS Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul- tural limestone and 75o lb/acre 10-10-10 fertilizer. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im- mediately following erosion or other damage. TEMPORARY SUMMER GRASSING DETAI SEEDING MIXTURE SPECIES RATE (lb/acre) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE SUBSTITUTED AT A RATE OF 5o LB/ACRE. SEEDING NOTES MOUNTAINS - MAY 15-AUG. 15 PIEDMONT - MAY 1-AUG.15 COASTAL PLAN - APR. 15-AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- TURAL LIMESTONE AND 75o LB/ACRE 10-io-lo FERTILIZER. MULCH APPLY 4,Ooo LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IM- MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE SPECIES RATE (lb/acre) Rye (grain) 120 SEEDING NOTES MOUNTAINS - AUG.15-DEC.15 COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND i,000 LB/ACRE io-io-lo FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. SPRING -SUMMER PERMANENT GRASSING DETAIL SEEDING MIXTURE SPECIES RATE (lb/acre) PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 COMMON BERMUDAGRASS 10 GERMAN MILLET 10 TALL FESCUE 50 SEEDING NOTES 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. SEEDING DATES APRIL 1- JULY 15 SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre GROUND AGRICULTURE LIMESTONE AND Soo lb/acre 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. FALL -WINTER PERMANENT GRASSING DETAIL SEEDING MIXTURE SPECIES RATE„ (,lb/acre) TALL FESCUE (BLEND OF TWO OR THREE IMPROVED VARIETIES) 200 RYE (GRAIN) 25 SEEDING DATES JANUARY - APRIL AUGUST - DECEMBER SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-51 000 lb/acre GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 lb/acre 10-io-lo FERTILIZER. MULCH APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP- ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARY OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8, 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES AS NEEDED. GROUND STABILIZATION CRITERIA SITE AREA STABILIZATION STABILIZATION TIMEFRAME DESCRIPTION TIMEFRAME EXCEPTIONS * Perimeter dikes, swales, ditches 7 Days None and slopes * High Quality Water (HQW) 7 Days None Zones If slopes are 10' or * Slopes Steeper 7 Days less in length and are not steeper than than 3:1 2:1, 14 days are allowed * Slopes 3:1 or 7-days for slopes flatter 14 Days greater than 50 ft. in length * All other areas None with slopes flatter 14 Days (except for perimeters than 4:1 & HQW Zones Note: Ground Stabilization chart may be required by NPDES permit. STABILIZE SLOPES AS PER MI SEEDING SPECS 6" 2„ - 3„ 30' MIN PLUG w/APPROVED FILL COARSE AGGREGATE MATERIAL ti GEO FABRIC LINER FLOW 2 NOTE: CONSTRUCTION ENTRANCE TO BE 12'OR ENTIRE WIDTH OF ENTRANCE. WHICHEVER IS GREATER. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE- 3� Ilr.a z. � = 2 TEMPORARY SILT FENCE. (SEE DETAIL) DITCH PLUG DETAIL. n-rs i i l I I i I I I -I I IT- I NOTE: SWALES #2, #32 & #4 TO BE LINED WITH EXCELSIOR MATTING. TYPICAL 3:1 GRASS SWALE., NTS SUPPORT ROPE TO WIRE TO PREVENT SAGGING STEEL SUPPORT POST STAKE TO 240 INTO BOTTOM OR SIDE TSUPPORT WIRE `-COIR MESH OR SIMILAR, STAPLED OR TRENCHED INTO BOTTOM OR SIDE. POROUS BAFFLE CROSS SECTION NTS POROUS BAF (SEE DETAIL) FLOW 15% 35% 25% 257. SA SA SA SA POROUS BAFFLES_/ PLAN (SEE DETAIL) 12" MIN NCDOT #5 OR #57 WASHED - STONE `:: I_1 SEDIMENT TRAP FILTER SPILLWAY /--- RIP RAP L: M- I A J SUMP \-' UNDISTURBED BOTTOM CHANNEL BOTTOM CROSS SECTION STONE SECTION A -A TEMPORARY SEDIMENT TRAP TABLE NOTES: REQ D FRONDED L W D 1. SUMPESECODLYwILL BE CONSTRUCTED FIRST, ACRES 2. SEDIMENI. TRAP HEIGHT TO BOTTOM OF SPILLWAY 2 0.88 970 7,535 N A N A 2.25 WILL BE NO LESS THAN TWO FEET. SEE PLAN SHEET FOR LOCATION 3. SPILLWAY DEPTH SHALL BE ONE FOOT. 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED PERPENDICULARLY FROM THE FACE OF THE LARGE STONE. 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 3600 CF/ACRE OF SEDIMENT STORAGE. 6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH STORM AND CLEANED AS NECESSARY F(MIN. ONCE EACH 6 MONTHS). 7. REMOVAL OF -SEDIMENT TRAP WILL BE DONE IN SUCH A WAY AS TO LIMIT SILTATION. TEMPORARY SEDIMENT TRAP DETAIL- NO. BASIN TOE OF DITCH NTS SFF PT.AN SECTION A - A i I� SEE PLAN FTT.TFR FARA ENERGY DISSIPATOR NTS SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED. 9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED'' OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 1o. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST 48 HOURS BEFORE COMMENCING CONSTRUCTION. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL. 13. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 14. EXISTING SURVEYING PERFORMED BY C.I. GLOVER COMPANY, P.C. 15. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION. 16. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 17. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.' 18. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE CONSULTED AT CONTRACTORS COST AS NECESSARY. i9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED. 21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. 22. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.' CONSTRUCTION SEQUENCE: CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21 CALENDAR DAYS OF ANY PHASE OF CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15 WORKING DAYS. 1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY SILT FENCE, CONSTRUCTION ENTRANCE, AND INLET PROTECTION HAS BEEN INSTALLED. 2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). 3. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. 4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION FENCE, SEDIMENT TRAP & INLET PROTECTION. INSTALL ALL SECONDARY' EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION. 5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. 6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 7. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. 8. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. 9. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. L N7ENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4. CHECK SEDIMENT BASIN AND BAFFLES WEEKLY & AFTER EACH RAINFALL EVENT. REMOVE SEDIMENT FROM TRAP & BAFFLES AND RESTORE TO ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT / THE DESIGN VOLUME. REPAIR / REPLACE BAFFLES IF TORN, COLLAPSED, OR INEFFECTIVE. 5. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. VARIES (64MIN.) AS DIR. BY ENG. MIN. 12-1/2 GA. i INTERMEDIATE WIRE 1611 F 0 NOTES: Li Li 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 36" IN WIDTH. FABRIC SHALL BE FASTENED ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ENGINEER. 3. STEEL POST SHALL BE 5'-o IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. TEMPORARX"Y SILT FENCE NTS STEEL POST WIRE FABRIC FILTER FABRIC ANCHOR FABRIC SKIRT AS DIRECTED BY ENGINEER 7E_ �55 2013 VICINITY MAP (NOT TO SCALE): OLD MILL RD ALEX TRASK DR s N 9 rFj*t O n ITE Al o J�v �V Io \\\\0 \ l l l CAROBESS S E A L • 032555 //llltll 11 CLIENT INFORMATION: NEW BEGINNING CHRISTIAN CHURCH, INC. 3120 ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 (910) 341-7984 DRAWN: EAS SHEET SIZE: 24X36 CHECKED: CDC DATE: 01-31-13 APPROVED: CDC SCALE: NTS PROJECT NUMBER: 100-083 NTS DRAWING NUMBER: 1_ C- 5 5 of 6 VICINITY MAP (NOT TO SCALE): LLLD MILL RO / c-ALEX TRASK DR / TOP OF BANK EL. 35.0 10' EMBANKMENT FLOOD POOL EL. 33.0 w z SF NORMAL POOL EL. 31.5 o v v 30.25 55'x10'x12" a 29.00 CLASS "B" RIP RAP NON - WOVEN FOREBAY � GEOTEXTILE 15 BOTTOM EL.29.5 1' MIN. FABRIC MAIN POOL 3 CLEAN OUT 27.25 TUCK (TYP.) 3 BOTTOM EL. 26.2" CLEAN OUT 25.25 * POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS * 10:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES: BOTTOM HALF OF SHELF: SOFTSTEM BULRUSH, BROADLEAF ARROWHEAD, PICKEREL WEED. TOP HALF OF SHELF: SWAMP MILKWEED, JOE PYE WEED, CARDNAL FLOWER. EITHER HALF OF SHELF: COMMON RUSH, WOOLGRASS * VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN. * ALL LANDSCAPE MATERIAL SHOULD BE PLANTED IN GOOD TOPSOIL. IN -SITU SOIL MAY BE USED IF TILLED WITH 4" OF TOPSOIL. * A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES DETENTION POND & FOREBAY SECTION NTS A L15" A: RCP TilN 6" ORIFICE INV. 31.25 Ll co Lsaa V 30-011 4s» V PLAN GALV. BAR GRATING - 1 is PVC END' x 1 8" BEARING BARS / (MAX OPENING 4"), ATTACH GALVANIZED WIRE -c FASTEN WITH TYPE J TOP - 32.9 ATTACH GALVANIZED WIRE CLIPS. ATTACH TO 1-1 /4" CLOTH OVER 6 ORIFICE x 1-1/4 or x1 /4" (8 MESH .020 WIRE) PVC TEE - GALVANIZED ANGLE FRAME. 15" ROP 12" MIN NCDOT #5 MORTAR FRAME TO TOP OR #57 WASHED OF OUTLET STRUCTURE. v �ivivc. � OTTOM 31.25 g" 3'-07 L6 Al 6" ORIFICE RIP RAP INV. 31.25 SECTIONA -A BASIN*2 OUTLET STRUCTURE NTS TOP OF BANK EL. 33.50 1� 3 SPILLWAY 33.25 BOTTOM EL-31.25 * SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS * ALL LANDSCAPE MATERIAL SHOULD BE PLANTED IN GOOD TOPSOIL. IN -SITU SOIL MAY BE USED IF TILLED WITH 4" OF TOPSOIL. BASIN # 2 NTS VViYI"w I ".w Vw"dwi 71V� 20' ASPHALT DRIVE SECTION ARM ASSEMBLY �1 3 "C" ENCLOSURE PROSEPECTIVE VIEW "- WATER ENTRY UNIT scEHDULE 40 PVC PIPE VENT PVC PIPE PVC ELBOW WATER SURFACE 6" SCHEDULE 40 PVC END CAP PVC PIPE ORIFICE PLATE PVC PIPE (8) 1" HOLIES PVC TEE IN UNDERSIDE FLEXIBLE HOSE CONNECTED TO OUTLET STRUCTURE ORIFICE EN D VI EW FRONT VIEW NOTES: 1. SKIMMER TO BE USED IN WET POND AND REMOVED AFTER SITE IS PEPMANENTLY STABLE. F.AIRCLOTH SKIMMER DETAIL 3 (MAX) 2" LAYER TYPE SF 9.5A 8" ABC 3 � TOP OF SHELF 32.00 BOTTOM OF SHELF 31.00 M .7VU '`- vHERE CENTER gECm am is REmm_ED GUTTER SIMLI. SLOE AWAY AS SFOMN STANDARD 6" CURB SECTION TYPE "A" SD -01 7 NTS 2" SF9.5A BOTTOM OF SPILLWAY EL Im I I EL. 35.0 EL. 34.5 3 S OF BANK 55.0 EMERGENCY SPILLWAY DETAIL NTS 24" WEIR INV 32.75 co A Aw L3091 RCP o d' 1.0" I.D. STEEL PIPE[E-7 Ls,> L 4*-0 91 s„ PLAN GALV. BAR GRATING - 1 " x 1 /8" BEARING BARS (MAX OPENING 49'). FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4 or x 1-1/4" xl /4" GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE _ 3 CLOTH OVER SMALL DIAMETER --� 1 ORIFICE (8 MESH .020 WIRE) COUNTY TOP OF BANK .� FLOOD POOL 33.50 MSTATE 30" RC NV. 31.5 NORMAL POOL 31.50 • w NV. 31.0 w 3 c L-} 1 w I ��- BOTTOM 25.25 SECTION A - A �--� _ - NOTE: 24" WEIR TO BE CUT AT TIME OF SKIMMER REMOVAL. DETENTION POND OUTLET STRUCTURE 14TS o z VALLEY CURB(BEYOND) uj � rr%Klf%oc-rc CONCRETE FLUME SECTION A -A NTS------- 4-0» s„ 3,_0» 4 s„ �- 3" MIN. COMPACTED STONE CONCRETE FLUME DETAIL COMPACTED I=III=III=III=III-�-III-III-III-III-III- SUBGR4DE NTS PAVEMENT SECTION hn REVISIONS 12/20/13 Revised Wet Pond and Outlet o N � N 4r\ O ct 4! Z 'z�'� a� U r r l E CAROB L r S E A L 032555 :Oop-16 CLIENT INFORMATION: NEW BEGINNING CHRISTIAN CHURCH, INC. 3120 ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 (910) 341-7984 DRAWN: EAS SHEET SIZE: 24X36 CHECKED: CDC DATE: 01-31-13 APPROVED: CDC SCALE: NTS PROJECT NUMBER: 100-083 NTS DRAWING NUMBER: -6 C 6 of 6