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Home My WebLink AboutSW8060243_APPROVED PLANS_20061010STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW��O�� DOC TYPE ❑CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD 114 sw a SR 1193 ROGUE SOUND INDIAN BEACH TOWN HALL TOWN OF INDIAN BEACH * N/F THOMPSON & THOMPSON INC. D/B/A PIN# 633406843050 OB 530 PG 425 NC HWY 58 sled, Tim woo xrr to CURB CURB HOFFMAN RD CUR HCDOT DRIVEWAY PERMIT SHALL ATLANTIC OCEAN _ BE SECURED PRIOR TO DEVELOP�iENf. , SITE r DRIVEWAY TURNOUT SH&L-BE •�--! _---- CUii$ BUILT TO NCDOT44FA ARDS 848.G2. ___.._---__.___-____- - SR 1192 - SUMMERWINDS -- ---^ P CURB L CURB 0 `� MW� 5 8 HEATHER DAWNN VANDERS OOT ER PIN# 633406471656t VICINITY MAP----�-5 A�.---vA>iAs �� DB 627 PG 25 NTS EXISTING DRIVEWAY 1 4 1�j2.62 SIGN �4 CURVE DATA TO BE REMOVED AND 1 REPLACED WITH NCDOT OS 1 30" STANDARD CURB & GUTTER 1 7 100,00 CURVE ----------- O CURVE ----- Cculls URB CURVE RADIUS--------50.00 CURVE RADIUS --------- 180.00 ^ iygZ^08 44'E '�° �.` RETAINING WALL. CURVE DISTANCE ----- 48.23 CURVE DISTANCE STRUCTURAL BY OTHERS CHORD BEARING S 10056' 10" W CHORD BEARING ....... S 74° 50' 15" W -- CHORD DISTANCE ----- 46.39 CHORD DISTANCE ..... 32.90 FENCE $Q. F A •/ 13 g1P SORE CURVE -------------------- -® CURVE ------------ - Q ;� aye •may g£pp1R sua CURVE RADIUS---------50.00 CURVE RADIUS ------ 30.00 CURVE DISTANCE 8.51 CURVE DISTANCE • - -- - 41 .03 CHORD BEARING ------- S 43° 26' 47" W CHORD BEARING ------- S 40° 54' 02" W =/ CHORD DISTANCE 8.50 CHORD DISTANCE 37.91 f , ,euRB `� /' 0� was EAc�pg1P ND,tt co to CURVE -----a CURVE. ------------ 0 i -J t' Q� '�--1t CURVE RADIUS ---- ---- 50.00 CURVE RADIUS 20.00 N/F i 12' GATE smvACS= o�1P �'°'Py CURVE DISTANCE ----- 34.91 CURVE DISTANCE 35. 48 1 w i 1R s� -r ha i r� o r �� SQUATTERS RESTAURANT. INC I i Rapp _ �[y �.• ��,Aoa '1 1 CHORD BEARING S 28 19 12 W CHORD BEARING S 49 5 58 E Pi B 7184PG336613 I pA�CsW Vkl a o I r f Epe6 Oglp �'2 � I a /„*y DELMAS PATSY GUTRIE CHORD DISTANCE ----- 34.20 CHORD DISTANCE -•---31 .01 ! en M 't1,41 5tyg5►Sg !� / �.�� h , PIDB 4474PC416589 CURVE...................----- Q CURVE ------------------------ CURVE RADIUS - - - 40.00 CURVE. RADIUS- ...... 48.00 I _ I Oglp ea° 3 _- -" 3' t CURVE DISTANCE 18.68 CURVE DISTANCE ----- 32.17 1 ; ►c� '' / I - REpp SURE ••-� ti'` �� yl CHORD BEARING ....... S 21Q42'00" W CHORD BEARING ------- N 32°28'41" E lgsus y CHORD DISTANCE 18.51 CHORD DISTANCE 31.57 :' _ Q67 5 11 ! St]950RF G ,/s AsF CURVE ------------------ CURVE ........................ CURVE RADIUS 180.00 CURVE RADIUS---------48.00 i i pc11'�E s;g e4�-S CURVE DISTANCE .... . 13.21 CURVE DISTANCE ----- 40.51 I f ��, - Q° �o CHORD BEARING S 37*11 `00" E CHORD BEARING-------S 10"54'08" W CHORD DISTANCE 13.21 CHORD DISTANCE 39.32CD 1 7 E i i 1 CURVE CURVE RADIUS--------- 180.00 ! t/? I �_ 5I CURVE DISTANCE 95.22 R . I --SSW 4�4s LLJ 6+rQMCRETE LN CHORD BEARING ------- S 54° 26' 26" E j U ,�DU�OSTER PAD S Al CHORD DISTANCE •.... 94.11 i �`/® Is 14 � I < 1G 5PA P � � C� IC RETAINING WALL. STRUCTURAL BY O�HERS Q i PR PO ED BU64 RKING ACitAG ES) ` ! j L Z-12.50 t75 pARK1NG SPACES) U ING I -EVE 1��1.67 3�.6'I , I � t�.� i P p ARK ItAG !_EVEL I E L00R F F E M,M I 1 RS 11 d i.61 I N80.4 50 EI SITE DATA N/F 11 Q:: � SQUATTERS CAMPSITES COMPANY, INC. V) ► PIN# 633410374296 TOTAL TRACT AREA ---------- ------ 6.02 ACRES DB 645 PG 317 i �� I a `��_�_ s• sr SITE IS LOCATED WITHIN THE TOWN LIMITS OF INDIAN BEACH TBACi t20=�CAtnA SEK_o � � �•� NO. OF CONDOMINIUM UNITS 2 BEDROOM ------•------------------------------•- 48 UNITS E °,00 m 3 BEDROOM --------------------------------------- 29 UNITS 4 BEDROOM ------------- ------------------------- 13 UNITS i TOTAL 90 UNITS a `� PARKING REQUIREMENTS: 2 SPACES PER MULTIFAMILY UNIT WITH AN ADDITIONAL SPACE FOR EACH ADDITIONAL BEDROOM OVER 2 IN EACH UNIT�� TOTAL PARKING REQUIRED ------ --- 235 SPACES TOTAL PARKING PROVIDED------------- 211 SPACES - VARIANCE REQUESTED AND APPROVED I 15 X 15 GAZEBO � I ZONING - B-1 ` ) � �15 X 20 GAZEBO SETBACKS: ! FRONT = 0 SIDE = 45 i CAMA = 60 / 120.0' --�-`y WOOD CONSTRUCTION ` I TO BEACH BUILDING HEIGHT - 99'-0" I L/S us `✓ 1 //"::�A POOL HOUSE maw 60` CAA SE�8A�1C ] / STATE OF NORTH CAROLINA 1 L/S P I N#t 633407671607 1 L 1 1ST t1>�E _lA ' Lrs 2 WOOD CONSTRUCTION TO BEACH FLOOD ZONE - VE EL 12 {ENTIRE TRACT) ��` j 4 TOTAL TRACT AREA = 262,350 SF (s.o2 AC) REF COMMUNITY PANEL 6334 i DATED JULY 16. 2003 I MAP NUMBER 3720633400 J ►-��tG' S•j A9GE VCGET AT t aN 1 t ALL SURVEYOR INFORMATION BOUNDARY. LOCATION & TOPOGRAPHIC PROVIDED ELECTRONICALLY BY ! SUITT 8t ASSOCIATES, P.A., 3609 M L K JR. BLVD, i NEW BERN, NORTH CAROLINA. I t � E i l i , I i76-ti5 ,Iu1 $6136 4 1 SHEET *Cl OF 10 PROJECT #: PM 1589 DESIGN FILE 0:1589/PM1589.DGN 4y � 32 A7LRNZ iC OCEAN NO 404 WETLANDS EXIST ON SIDE CA1 L/S 1 1 , SOD CONSTRUCTION BEACH 1 1 1 1 1 1 1 i x 1- a z "�11 1 BUILDING DIMENSIONS SCALE: 1" = 40' " �a. LEGEND E�. �� T'rl ��R(�LINA ENVIRONMEA�' AEC AREA OF ENVIRONMENTAL CONCERN BOC BACK OF CURB NO� MISSION DI DROP INLET ti1ANAGE"JIEN, COMMISSION E1P EXISTING IRON PIPE WN. QUp�I�Y EL ELEVATION DiV1Si0N0F� EPKN EXISTING PK NAIL EX EXISTING W� FE GW GUYSWEREELEVATION GWA GUY MIRE ANCHOR HC HANDICAP INV INVERT L/S LANDSCAPING/PLANTER LF LINEAR FEET MHW MEAN HIGH WATER a1►/_. b j�, � N/F NOW OR FORMERLY fJPP POWER POLE PVC POLYVINYLCHLORINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SW SIDEWALK TB TOP BOARDWALK TBM TEMPORARY BENCH MARK TC TOP OF CURB TSW TOP OF SIDEWALK WITH - 6- - EXISTING CONTOUR -6 - PROPOSED CONTOUR --•-a �-- PROPOSED WATER - EXISTING WATER 1 I - SEWER FORCE MAIN 1 STO �'' ;E R ~^~"-.^ SILT FENCE 1 LINE LAND DISTURBANC L MIT 1 MRw 1 .r ,o 17 Yf G SHEET INDEX I1lIS1 SITE PLAN --------------------------------------------- SHEET C1 EXISTING CONDITIONS SITE PLAN SKEET C2 GRADING & STORMWATER - - - - - - - . .. SHEET C3 EROSION & SEDIMENTATION CONTROL PLAN ---•- SHEET C4 WATER/ SEWER / SUBSURFACE DRIP ----- -------- SHEET C5 DISPOSAL PLAN SUBSURFACE DRIP DISPOSAL -------------- ---- SHEET C6 INSTALLATION PLAN PLAN AND PROFILE ----------------------------- ----SHEET C7 LIFTSTATION W/ METER VAULT & ----------------SHEET C8 MISC. DETAILS WASTE TREATMENT PLANT ------------------- --- '- SHEET 9 & 10 ELECTRICAL PLAN FOR DUPLEX LIFT--- SHEET CE1 (NOT ISSUED) STATION & WASTEWATER TREATMENT PLANT I S 7XP REVISIONS: NO. BY DATEDESCRIPMN �QN / BTM 1/I2106 MMIFOLD SIZES I I I BTM 1 2-121061 POOL LAYOUT ewe ��sss►sy I OV, I SEAL , e 13343 �tEFERENCE: DB 627 PG 25 PIN # 633410379343 SITE & STAKING PLAN THE GRANDE VILLAS Q THE PRESERVE INDIAN BEACH, CARTERET COUNTY NOTRH CAROLINA CLIENT: INDIAN BEACH ACQU I ST I ON LLC DESIGNED- C» RDC ADDRESS: WHISTLER INVESTMENT GROUP DRAWN' 841A FALLS OF NEUSE RD BM RALEIGH, NORTH CAROLINA 27615 CHECKED PHONE: 919-844-9025 RDC TRDUD ENGINEERING, P.A. APPROVED: 151A HIGHWAY 24 RDC MOREHEAD CITY, N.C. 28557 DATE- 7-747� 12/12/05 - D, SCALE: R RE. ALD D. CULL11) - 1 1 � " 4Q _ " SHEET *C2 OF 10 PROJECT *: PM 1589 DESIGN FILE *' 1589/PM1.589.DGN N/F THOMPSON & THOMPSON INC. D/B/A PINS* 533406843050 DB 530 PG 425 5 S�L�E ypR1A43L� �PUB�-IC l� 9f l -R -�- Ri*-- CURB CURB 1 CURB u EX 18' RCP, _are r ! 1 1 N/F ' f1 HEATHER DAWN VANDERS�OOT PIN# 633406471&56, DB 627 PG 25 Concrete Vault W/ Water Meter Concrete Vault CURB CURB V - i' v-,1�t}.U�1 0a t 1 � '-"SEA BREEZE -� - -5_` WOO 1PRIVACY ------- __----_RAW------- ; ��_ $� A {c. , € EX [STING 1sEt TO S Q11\T1D NED �r - FENCE / IN ACCORI)ANC WITH STATE 4 s } OF NC RULES i1f3 R ULAT[d 5 ' it s$ NDSC A !,' �- � - _ \ \ `�• t\ v / �- ARE CN � � � - -�ti-' �• `- � r SC � 1 n 1 (: !,CURB - - - -TXR� i IDR7E - r t'��`r \ ' r' 4' CHAIN LINK rU= f- __ AW2�UROUND EL152aa_--PAV�r�T---r._` ` 1 I eNe E �a ,� --kELL 'pT. 15. 45 a Crtialev LINK 1 N/F SQUATTERS RESTAURANT, INC j _ 1 f `� ' _,GI_- �r 37�; -' �'t t t PIN# 633406375513 ` Q r s , `I� \ r 1 N/) D$ 710 PG 366 [ PAVEMENT Sa'f 'r! ' -9--- \ \� \ \�\\\ \\ - - - -_ ram- DrLMAS PATSY GUTRIE r ' fr` - fr �\ �_-- - -\\ \I \i\\-PIN*' 633406471584 1 t t \ \ ` -�[ _ -' - ,l. DB 447 PG 165 g \ \1�a\\ rr €i�� I ' 8�S 1 - \\-------------- - - - - 1 � 4' CHAIN LINK �i ! r ' -_- -1 f l \ I FENCE }} f CD !I+ MW1 GRaUNd Lt, i2�\j b j in f r N r r f- " MOBIL HOME 2` I R t 2 e `- 1 Lijr J tTYP? ' L 2 1 ,1 v�-�.r-- v► \ j S 1 1 us \ FRATHE BUILDING r!��NCROACHMENT Q PAVEMENT f! # 4 +V sv LL1 i Q7D N 4' CHAIN LIW FENCE N rT t If { f r r-` f N/F 1 Y� ft f! r1 r f r SQUATTERS CAMPSITES COMPANY, INC. 11 r PIN# 6334103T4296y- DS 645 PG 317 ^MnaT+ unM� ,--- LtpLj PTe W_ IS' RCP CURB I N/F STATE OF NORTH CAROLINA PIN# 533407GT1607 tYP) - ----- _ I j E 1 t I I _ / �? WOOD WALL WOOD DECK 24-r - I ! f \ 1 - - - _ 4'CHAIN LINK I0\ I FENCE �` 1� =\ I f GRRVEL �. U� PAVEMENT- 1ti4�� h - - � �' `---__-_7_ j -_ ___- -~- TOTAL TRACT -AREA = 262,350 SF 06_42--ACI 18� ---- -`-- t1F1�I3 CAMAS6IAiI-1�' r� __ _--$--------------__------- CV 45 1 ,- - - - - - - 21 .` , _ _ _ _-- - --- _ - - NOTES- - r - -- - - - _ - 1. THE GRANDE V IttAS @ THE PRESERVE s 76..15r- -- - - �� C OCEAN IS 4\� : REDEVELOPMEN OF THE EXISTING SEA A 35`44 _ - -- _ALA BREEZE MOBILE HOME PARK. 2. ALL SURVEY INFORMATION BOUNDARY, LOCATION & ___-_---5--___Y- - TOPOGRAPHIC PROVIDED BY SUITT &, ASSOCIATES P.A. 3609 M LK JR. BLVD,, NEW BERN, NC. -� 3. LOCATE EXISTING TANKS AND DRAIN FIELDS, REMOVE TANK CONTENTS AND TANKS, ABANDON DRAINFIELDS, IF DRAINFIELDS NO 404 WETLANDS EXIST ON SITE S / ARE LOCATED IN NEW DRIP FIELDS REMOVE. TRENCH AND COORDINATE REMOVAL WITH CARTERET COUNTY ENVIRONEMTAL HEALTH DEPARIAENT. 4# 20 i 41s SCALE: 1" 4 REFERENCE: DB 627 PG 25 PIN # 633410379343 x 0 z 7XN COASTAL STORMWATER REDEVELDPMENT PLAN TRACT AREA = 262,356.31 SF f6.02 AC) EXISTING IMPERVIOUS CONDITIONS ROADS--------------- 26.485.39 SF MOBILE HOMES ------- 47,503.35 SF PARKING -------- •-__ 11,987.15 SF TOTAL --------------•- 85.975.89 SF % IMPERVIOUS -------32.77% LEGEND AEC AREA OF ENVIRONMENTAL CONCERN BOC BACK OF CURB DI DROP INLET EIP EXISTING IRON PIPE EL ELEVATION EPKN EXISTING PK NAIL EX EXISTING FE FINSHED ELEVATION GW GUY WIRE GWA GUY WIRE ANCHOR HC HANDICAP INV INVERT L/S LANDSCAPING/PLANTER LF LINEAR FEET MHW MEAN HIGH WATER N/F NOW OR FORMERLY PP POWER POLE PVC POLYVINYLCHLORINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SW SIDEWALK TB TOP BOARDWALK TBM TEMPORARY BENCH MARK TC TOP OF CURB TSW TOP OF SIDEWALK -s WITH - - EXISTING CONTOUR --6-- PROPOSED CONTOUR —� }— PROPOSED WATER -- -'-- EXISTING WATER SEWER FORCE MAIN SILT FENCE LAND DISTURBANC LIMITS REVISIONS: I i -, 4y.r'a�'•{ F •i� ,li'4�J �rh•r,. �. ...Lr. ! .. �I �: .. . , COASTAL STORMWATER REDEVELOPMENT PLAN TRACT AREA = 262,356.31 SF (6.02 AC) EXISTING IMPERVIOUS CONDITIONS ROADS ------- --------26,485.39 SF MOBILE HOMES ------- 47,503.35 SF PARKING. ------ ____ 11.98T.15 SF TOTAL ---------------- 85.9T5.89 SF PROPOSED IMPERVIOUS CONDITIONS PARKING/ DRIVES---34.599.19 SF SIDEWALKS ------- - -- 9.154.84 SF BUILDING------------27,172.92 SF POOL BLOCS---.-.---- 3,058.78 SF POOL APRON--------- 4.850.67 SF TOTAL-----------------78,836.40 SF NET REDUCTION --------- 71139.49 SF 1�2" ,l R 3" v R 3"L i r v C 24' 3000 PSI CONCRETE CURB AND GUTTER DETAIL SCALE: NOT TO SCALE -1-1•" BCSC 1-2 6" CABC CHAMFERED EDGE •c 5 r -o a - -- - _ " 1,1- ASNALT 6' 6 b� A L d• d• d- Z 1 THICKENED c� SIDEWALK 6" cABe sTDNE SIDEWALK/PAVEMENT DETAIL SCALE: NTS 30" PERFORATED CORRUGATED 0.50 3.00 2.50 ALUMINUM PIPE SEE PLAN FOR SIZE, LOCATION, LENGTH AND BEARING 0.50 0.50 INV 11.40 0 0 •.< • 24' MANHOLE RING d COVER o ' s 24" INFLUENT PIPE. SEE PLAN 15' DISCHARGE PIPE. SEE PLAN FOR LENGTH AND ANGLE FOR LENGTH AND ANGLE INV 11-40 INV 11.40 30' PERFORATED CORRUGATED 24'XZ4" DROP INLET GRATE ALUMINIUM PIPE SEE PLAN F SIZE, LOCATION. LENGTH AND BEARING INV 11.40 WEIR CONTROL_ IMAM SCALE: NTS PLAN VIEW HE£NAN MODEL R-S6724 FRAME AND MATE. OR o APPROVEO EQUAL HEIR WALL ' 24' X 24' 0 NEENAH MDDEL Ri060 FRAME AND LID. OR EOM FL 16.232A QUAL IA?ING -VEIR EL 13.9 _ 0 ZI 15' DISCHARGE PIPE. SEE PLAN M FOR LENGTH AND ANGLE T INV1,.40 24' INFLUENT PIPE. SEE PLAN;74 FOR LENGTH AND ANGLE SEDIMENT STORAGE INV 11.40 30' PERFORATED CORRUGATED ALUMINUM PIPE SEE PLAN F INVAI I040AND NUMBER WEIR CONTROL BOX #1 WITH SEDIMENT STORAGE SCALE: NTS SECTION VIEW 24-X24" DROP INLET GRATE 30' PERFORATED CORRUGATED ALUMINUM PIPE SEE PLAN FOR SIZE, LOCATION. LENGTH AND BEARING Fa' IORLENGTHHAF D ANGLESEE PLAN i 1 INY T.0 INV 8.00 w a **b-_- 24" MANHOLE RING 4.COVER I I I I o 15" INFLUENT PIPE. o SEE PLAN FOR LENGTH AND ANGLE 0-SO L2ENCTHFLUENt AND ANGLES. SEE PLAN FOR INV 8.00 0,50 INV T-OD 2,SO 3.00 D.50 WEIR CONTROL BOX #2 SCALE. NTS PLAN VIEW WEIR HALL FNEENAH RAME AND 6 OR RATE. OR c NEENAH MODEL R-•6060 APPROVED EQUAL � FRAME AND LID, OR APPROVED EQUAL 24" DIA. OPENING -WF tR EL 9.50 •- '- - - tell V SCHARGE PIPE. SEE PLAN FOR LENGTH AND ANGLE �.� INV B.DD f] m a , O : fax 4 l D 30- PERFORATED CORRUGATED sEGIMEHT STORAGE ALUMINUM PIPE SEE PLAN FOR LOCATION AND NUMBER WEIR CONTROL BOX ;922 Inv T.GD WITH SEDIMENT ST_E>l3AGE SCALE: NTS SECTION VIEM SHEET *C3 OF 10 PROJECT -w: PM 1589 DESIGN FILE *:1589/PM1589.DGN 1 " 1-2 ---------------•-R/w-`---- -y /r r F / i r - i 'r 1 -zl- /zo I ✓ 1 r , ! r! ' LI �C t, r CD / f r 1 f 1 i 1 � 1 2 1 . 1 ! f€' ( C.) Q €f I I€ LLB 1 € I 11 V I 1 I! i 1 It J V) -01 1 I' err tr 1� I f I / a it 5•� � 113 4.00 • tI 1 ! i (ll f1 J 24" MANHOLE RING d COVER NEENAH MODEL R-6060 JUNCTION BOX OR APPROVED EQUAL 6\ (t I 1(1 1 SCALE; NTS PLAN VIEW t�It JBrt I INV I RIM- 1 1 7.00 1 TO.25 � JUNCTION BOX SCALE: NTS ELEVATION VIEW `IJ, 1 2 NOTES t , 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY; ; INDIAN BEACH ACQUISTION LLC 1 - C/O WHISTLER INVESTMENT GROUP 8414 FALLS OF THE NEUSE RD ; RALEIGH, NC 27615- (919) 844--9025 - 2 FILL MATERIAL TO BE OBTAINED FROM A LICENSED it ,t PERMITTED BORROW SITE. 3. DRAINAGE FROM THE GARAGE AND ROOF OF BUILDING MUST BE DIRECTED TO THE INFILTRATION TRENCH SYSTEMS. 4. ALL INFILTRATION TRENCH SYSTEMS SHALL REQUIRE AN H-20 LOAD BEARING CAPACITY. 5. ALL POOL DRAINS SHALL. BE DIRECTED TO DROP INLET 49. I t,2r ASPHA G' ABC STONI # 5T STONE INFILTRATION SYSTEM 2 rrI DRAINAGE AREA --------------- 46,350.65 SF IMPERVIOUS AREA �- BUILDINGS ........... .� 8,796.52 SF PARKING/DRIVES ----- 12,592- 18 SF SIDEWALK ------- -- 2,704.86 SF TOTAL IMPERVIOUS -- -------- 24,093.56 SF RUNOFF COEFFICIENT -- - 0.66 RUNOFF VOLUME 1.5" X 0.52 X 46,350.65 SF = 3,012.79 CF 30" DIAMETER INFILTRATION TRENCH= 8.86 CF/FT LENGTH OF 30" PIPE REQUIRED= 340.04 LF LENGTH OF 30" PIPE PROVIDED= 360 LF (3 )--120.00 LF OF 30" PERFORATED ALUMINUM CMP INFILTRATION TRENCH (TRENCH BOTTOM @ 7.00') �r s s r i i I � r 1 r`r : �1� INFILTRATION SYSTEM #1 f .`f rr � DRAINAGE AREA ---------------- 82,313.29 SF r rr tr s' a IMPERVIOUS AREA BUILDINGS -------------- 21 , 172.66 SF PARKING/DRIVES - --- 22,006.95 SF SIDEWALK --•-•---- ----- 139037.49 SF TOTAL IMPERVIOUS------------ 56.217.10 SF RUNOFF CCEFFICIENT 0.78 .48 _L�'rr� RUNOFF VOLUME 1.5" X 0.66 X 82.313.29 SF = 6.790.85 CF 30" DIAMETER INFILTRATION TRENCH= 8.86 CF/FT LENGTH OF 30" PIPE REQUIRED= 766.46 LF ,LENGTH OF 300 PIPE PROVIDED= 770 LF (2)-120.00 8, (1)-160. 00 LF OF 30" PERFORATED \ i��RENCH )-185.0D LF. AUMINUM CMP INFILTRATION TRENCH BOTTOM @ 11.40') i \ 1 \ \ \ 1 f \ \ 30' 360' PERFORATED ALUMINUM \ \ CMP PIPE Tom" DIA HOLES EVERY \ \ 2.05' AROUND PIPE 4 2.5" ALONG \ \ LENGTH OF PIPE) AND NRAPPED IN WOVEN FABRIC \ ASPHALT \ \ 6" ABC STONE i! ST STONE INFILTRATION TRENCH #1 PIPE SECTION SCALE NTS --- - -- - - -- _- - - � -___ - ----- - -- _____ _ All- - I � OG�AN --------5-�^ - r .r" NO 404 WETLANDS EXIST ON SITE 40 20 0 40 80 SCALE: 1" = 40' :ONTROL FABRIC iAVEI WED 90 1HEICHT OF VOLUME COMPUTATION) 1 0 z 4.00 SEE PLAN FOR PIPE SIZES g o o '-NEENAH MODEL R-6672-F FRAME AND GRATE, OR APPROVED EQUAL DROP INLET PROTECTION DI>F INV WITH SEDIMENT STORAGE 1 13.41 SCALE: NTS PLAN VIEW 2 12.94 3 12.3T 4 11.90 -INSTALL SILT FENCING AROUND IM INSET GRATE ONLY ON DI91 ALL DROP INLETS ALL OTHER GRATES ABOVE BOX SPACE G' O.C. R-18TB-A60 3.00 2.001 1 i O N SEDIWNT STORAGE DROP INLET PROTECTION WITH SEDIMENT STORAGE SCALE: NTS ELEVATION VIEW EROSION CONTROL FABRIC AROUND GRAVEL BED 1ARIES IR EL 9.50 [HEIGHT OF VOLUME COMPUTATION) �- \i i. \: �- \i \ • . \• \ SHNT EL 5.00 INFILTRATION TRENCH 42 PIPE SECTION SCALE: NTS ��r�4�1 •GARa `,y'a 4%�o¢oFessro�: s: *a L REFERENCE: DB 627 PG 25 PIN # 633410379343 LEGEND AEC AREA OF ENVIRONMENTAL CONCERN BOC BACK OF CURB DI DROP INLET EIP EXISTING IRON PIPE EL ELEVATION EPKN EXISTING PK NAIL EX EXISTING FE FINSHED ELEVATION GW GUY WIRE GWA GUY WIRE ANCHOR HC HANDICAP INV INVERT L/S LANDSCAPING/PLANTER LF LINEAR FEET MHW MEAN HIGH WATER N/F NOW OR FORMERLY PP POWER POLE PVC PDLYVINYLGHLORINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SW SIDEWALK TB TOP BOARDWALK TSM TEMPORARY BENCH MARK TC TOP OF CURB TSW TOP OF SIDEWALK W/ WITH - -s- - EXISTING CONTOUR - 6 - PROPOSED CONTOUR --� PROPOSED WATER - EXISTING WATER SEWER FORCE MAIN -.- SILT FENCE LAND DISTURBANC LIMITS REVISIONS: IF A rr J;i, -w �--- :,-;1---t+--•--x , ;I- �T•--r :r -r ,T r.'r.'r ilk Y�ir i1`, �.J�I ,1 4.t I-rr�"•4.��;�i; 'I 'ri'.� 2 jI � . � � �I,'�i 2 : r rV (• � I i �•, Y 1 �I r r111-YJ' r , ti i rI 's ,� � ' � �{'Si�.`�y�€ I1�'�ly'f;dry �,�� ' ��• r 1)1 1 1, ,' I '� �.! S } 1� i'' I I � .1 .. ... -T --!77 1 BOGUS SOUND TOWN OF INDIAN BEACH ATLANTIC OCEAN VICINITY MAP NTS CURVE DATA CURVE - - ----------- -- - O CURVE RADIUS --------- 50.00 CURVE DISTANCE ----- 49-36 CHORD BEARING ..... - - S 1 1 ° 6' 41 " W CHORD DISTANCE ..... 47.38 CURVE ------------------------ 0 CURVE RADIUS ...... 50.00 CURVE DISTANCE - - - -- 13.72 CHORD BEARING ....S 47*15'5" W CHORD DISTANCE --- -- 13.68 CURVE ------------------------ Q CURVE RADIUS 48.00 CURVE DISTANCE ----� 41 .91 CHORD BEARING S 3005'46" W CHORD DISTANCE ----- 40-60 CURVE-------------------....- CURVE RADIUS 42.00 CURVE DISTANCE ..... 21 .99 CHORD BEARING ....... S 2004' 49 " W CHORD DISTANCE— --- 21.74 CURVE • ....................... 5 CURVE RADIUS- --- --- 150.00 CURVE DISTANCE --... 0.80 CHORD BEARING...-...S 35013'58" W CHORD DISTANCE -----0"80 CURVE .................. - - O CURVE RADIUS ... 150.00 CURVE DISTANCE .. - 96.84 CHORD BEARING ....... S 53° 52' 48" W CHORD DISTANCE ..... 95. 17 -.� CUR NCOOT DRIVEWAY:PERMIT SHALL -�- - BE SECURED PRIOR TO DEVELOP ' 'r 1 - `- DRIVEWAY TURNOUT SHAM -BE .�- �_ CURB B1IILT TO NCQ011L STANDARDS 848.a2. -__ --- - l 1 CURB �� _ CURN/F �11 HEATHER DAWN VANDERSAOOT 6R PATH"I G RCW } PIN# 633406471656 , SALT ._- vrsRr-�� Qt DB 627 Pc 25 1 EXISTING DRIVEWAY I92•67- SIGN TO BE REMOVED AND - 6"' CONCRETEREPLACED WITH NCOOT ! 30" STANDARD CURB A GUTTER 2 9 DU PSTER PAD A0().00 CURB CURB A4 E RETAINING WALL. 148 TREES TO REMAIN. TYP t �- �• STRUCTURAL BY OTHERS t l " 3mm t yg.do FENCE x , ,I 26 -•� -------------- R/W- --- . - ----• t � ?01• ORIP p1a• J+ �iQ � � NCDOT DRIVEWAY PERVIT $HALL BE OBTAINED FOR ACCESS ROAD r t +n 4CS a� "/ ` It URB kj' to DRtp AD - )A_ SURF AGE ! EPA1R sue �r� I t TREES TO REMAIN. TYP R�Aa DR'LP tyl]-2 0 A� N/F 51Y6513;/� SQUATTERS RESTAURANT. INC N/F PIN# 633406375513 , `r �, �Z $" I �pn �'`� ,%z"' t4pbp DELMAS PATSY GUTRIE D8 718 PG 366 pAVE I nR f � ro I R�pAIR $UBSURFpCti /'/ `'A, PI DB447pw 9PG4165a4 i z I 4 j' +� t ��• 2 1 LE I su�S�R�A / r ` � - Q SugSURT AGE Val? t%0 '3 \ 1 i VLpAtR a LTL Q. p Qr- I ACE DRIP `µfl. A (/) I BA V) m o°/ I x S�1RE DR 4 `'T gAGK RETAINING WALL,E STRUCTURAL BY OWNERS d r ��sp 4 a I 01�IG 5I _ t '°E pR P4 E02 i54 PARKING ltAG SP c SI USt1 6 p wy, + t 1 I L>;V6L 1~12; .T'305 t9 ` ! +�� PpPYl PARKING LEVIRST FLOOR FF6 3 1 _ } � � vs 1 WasrNrr 3 1 i OEl CME 1DD! j WALL TEfHtA - P� t I `~ °= L!s USA c- I tt SLTR CK A 1 I CLlI9HEk}5E CONCRETE PAVER r CAMA�- i ' FIA& S T T E DATA N/F ! t� WALL AL SORRY L� t SQUATTERS CAMPSITES COMPANY, INC. { V) � 1`_~aEac~ PIN* 633410374296 i TOTAL TRACT AREA -- --- 6. 02 ACRES DB 645 PG 317 Z _J- ,! ' L� L/S ( �t 2T(! sri4 x ,4 GAZE SITE IS LOCATED WITHIN THE TOWN LIMITS OF INDIAN BEACH 5` s� If17TENItALK ` f AMA SEjgACK_ • cn~ � �7T sF' � PDX- € c an120` G- w ca I t NO. OF CONDOMINIUM UNITS ,Ln I ,_- 2 BEDROOM ---•------------------------------------ 48 UN ISTS m °° __- xAolNADIN xom st 3 Pam BEDROOM ------------------ ------- ------ 29 UNITS 4 BEDROOM ---------------------------------------- 13 UNITS TOTAL 90 UNITS PARKING REQUIREMENTS: 2 SPACES PER MULTIFAMILY UNIT WITH AN ADDITIONAL SPACE FOR EACH ADDITIONAL BEDROOM OVER 2 IN EACH UNIT TOTAL PARKING REQUIRED-------------- 235 SPACES TOTAL PARKING PROVIDED -------------- 203 SPACES - VARIANCE REQUESTED AND APPROVED ZONING - B--1 SETBACKS: FRONT = 0 SIDE = 45 CAMA = 60 / 120.0' BUILDING HEIGHT --- 99' --0" LAMA FLOOD ZONE - VE EL 12 (ENTIRE TRACT)�aBL� REF CUMMUNITY PANEL 6334 DATED JULY 16, 2003 MAP NUMBER 3720633400 J ALL SURVEYOR INFORMATION BOUNDARY, LOCATION Si TOPOGRAPHIC PROVIDED ELECTRONICALLY BY SUITT 8 ASSOCIATES, P.A.. 3609 M L K JR. BLVD. NEW BERN, NORTH CAROLINA. THE COORDINATE DATA FOR THE FIRST LINE OF STABLE VEGETATION IS REFERENCED FROM MAP: TITLE: BOUNDARY LINES ON AERIAL ORTHOPHOTOS (SHEET 2 OF 3) PROJECT: BOGUE BANKS BEACH NOURISHMENT PROJECT 2001 PHASE 1- INDIAN BEACH COUNTY, NORTH CAROLINA DATE: DECEMBER 2001 PREPARED BY: STROUD ENGINEERING, P.A. COASTAL SCIENCE 8i ENGINEERING, PLLC SHEET #C1 OF 11 PROJECT *: PM 1589 DESIGN FILE *:1589/PM1589.DGN CURVE ------------------------- d CURVE RADIUS ----•---- 150.00 CURVE DISTANCE 20.17 CHORD BEARING S 76° 13' 39 " W CHORD DISTANCE 20.16 CURVE ------------------------ O CURVE RADIUS -40.00 CARVE DISTANCE ----- 56- 34 CHORD BEARING - .. -.. S 39° 43' 47 " W CHORD DISTANCE --•-- 51 , 80 CURVE Q CURVE RADIUS -.-.-- - -- 28.50 CURVE DISTANCE ----- 47.66 CHORD BEARING ------ - S 50016' 13" E CHORD DISTANCE ..... 41.92 CURVE ........................ 10 CURVE RADIUS --------- 29.00 CURVE DISTANCE 18.90 CHORD BEARING ------- S 31 °56' 33" E CHORD DISTANCE -18.56 CURVE ........................ 11 CURVE RADIUS---- - - 40.00 CURVE DISTANCE ----- 33.76 CHORD BEARING ------- S 10' 54' 08" W CHORD DISTANCE ----- 32.77 6' MODDEN BETE POOL its BOAR!?xALK DECK I _ CONCRETE INFINITY TlUifl om �r STEPS pCK I I G pMA � 6fl,� I TRELLIS W/ I OPEN BOTTOM _ I TO DECCOOHNSTRUCTIO 1 N 34T2TO f E 2634190 , I � I i Y I WOOD CONSTRUCTION ,•nflN r� i I TO BEACH TOTAL TRACT AREA = 262,350 SF (6.02 AC) N agffa�% ; E 2633733 1 a 't i Abe' 8� ATLANT IC ©LEAN NO 404 WETLANDS EXIST ON SITE 1. 1 BUILDING DIMENSIONS SCALE: 1" = 40' N/F STATE OF NORTH CAROLINA PIN# 633407671607 of 141� NOTE 1Jh1Y1 LIB � SEE ARCHITECTURAL PLANS SH L1.1 & L1.2 PROVIDED BY J DAVIS ARCHITECTS FOR DETAILS ON ALL OCEANSIDE AMENITIES, INCLUDING BUT NOT LIMITED TO POOL AREA - GAZEBOS, WALKWAYS, LANDSCAPING PLANTERS, ETC. SHEET INDEX SITE PLAN.. ....... ---..-.....-SHEET C1 EXISTING CONDITIONS SITE PLAN ---------------- SHEET C2 GRADING & STORMWATER------- ----------------------SHEET C3 EROSION & SEDIMENTATION CONTROL PLAN ------ SHEET C4 UTILITY PLAN ----------------- ------- ---------------SHEET C5 WATER/ SEWER / SUBSURFACE DRIP --------------- SHEET C6 DISPOSAL PLAN SUBSURFACE DRIP DISPOSAL ------------------------ SHEET C7 INSTALLATION PLAN PLAN AND PROFILE ------------------------------------SHEET Ce LIFTSTATION W/ METER VAULT &----------------- SHEET C9 MISC. DETAILS WASTE TREATMENT PLANT------ -------------- SHEET C10 8. C11 ELECTRICAL PLAN FOR DUPLEX LIFT ------------ SHEET CE1, CE2 STATION & WASTEWATER TREATMENT PLANT 40 f E •' SCALE* 1 .0 T 4 C;%. #-, QoFEssy * IV=7 • a�,9�� ,•�1VE�4:• �tV *ems .,••`-o cull-�Qo��`� s 0 z ©& •f9zz:3 LEGEND AEC AREA OF ENVIRONMENTAL CONCERN BOC BACK OF CURB DI DROP INLET EIP EXISTING IRON PIPE EL ELEVATION EPKN EXISTING PK NAIL EX EXISTING FE FINSHED ELEVATION Gw GUY GWA GUY WIRE ANCHOR HC HANDICAP INV INVERT L/S LANDSCAPING/PLANTER LF LINEAR FEET MHW MEAN HIGH WATER N/F NOW OR FORMERLY PP POWER POLE PVC POLYVINYLCHLORINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SW SIDEWALK TB TOP BOARDWALK TBM TEMPORARY BENCH MARK TC TOP OF CURB TSW TOP OF SIDEWALK - 6-- EXISTING CONTOUR 6- PROPOSED CONTOUR ---�� PROPOSED WATER --�- EXISTING WATER SEWER FORCE MAIN -.-- SILT FENCE _..W,._ LAND DISTURBANC LIMITS REVISIONS: Na BY DATE DE5CMPT101V 1 BTM 111Z106 2 BTM 212106 POOL LAYo(1T 3 BTM 3115106 PWL LAYOUT REFERENCE: DB 627 PG 25 4 BTU 6122106 ARNElPC10�[lmp FlEuu s STU 9/19106 1 &#IAr,W ECEVATOV PIN # 633410379343 SITE PLAN THE GRANDE VILLA THE PRESERVE OCT 0 9 2006 DIVISION OF INDIAN BEACH, CARTERET COUNTY NOTRH CAP LAfffAL MANAGE ENT CLIENT: INDIAN BEACH ACQU I ST I ON L LC DESIGNED: C/o RDC ADDRESS: WHISTLER INVESTMENT GROUP 8414 FALLS OF NEUSE RD RALE I GH , NORTH CAROLINA 27615 PHONE: 919-844-9025 DRAWN: BTM CHECKED: RDC STROUD ENGINEERING, P.A. APPROVED: RDC 151A HIGHWAY 24 DATE: MOREHEAD CITY, N.C. 28557 -(7247-7479 f" '."ua r, -j_ 12/12/D5 SCALE: QNALD D. CULT,TPHER P.E. b s �•,� 1, - .� 1 i' y f. ... ..? -i ! .. ... j ._�A N/F THOMPSON & THOMPSON INC. D/B/A l PIN# 633406843050 1 DB 530 PG 425 Cuss r CURD v EX 18'RCP,-"-'"L\\ �- - _ �.. - ----^ -- R/W- CURB / •'r 1 \ EX 18 RCP CURB I CUR, .-'/;`M1 _1> r N/F `r NC NWY 5 -�' - ,z HEATHER DAWN VANDERS F\1\ �OQT PIN# 633406471656, ��'T1rR P ATH �R�ua� tc Rfw _ _ DB 627 PG 25 ' \ gyp" VARIAB - �._ \ Coner-axe Vault 1 _ l \ lJ/ 1Jater Meter 1 WJ . GROUND EL,; J- , - 2_y -E Ly PT , CURB f cLRsWGQD - bEA BREFZ£`" / -r I� / _'WOO iP FENCE EX I S INC WlL O_.B ABANDONED , " _ - / gyp,. bA IN COR y4 CEE WITH STATE JJ r OF C RU ESA RE ULATIONS ! J k �� i f _ g _ DE i ISH EX BLgiLDI GS 1L7-� ApE i f fit` `J�`�ti r"1L(IVLJ j` _ - - - MOBILE _-HOME- ,CURB -- rt�o - �- ----- 4�18! �f ''OT� _�1W2�GfQUNU !=_L._15a�_--ParreMt_NT---- 4' CHAIN LINK I ! _ `p f FENCE+�t �� . FENCEI,eLINK 1 N/F SQUATTERS RESTAURANT, INC t ! ! '� r �'� : �,I- - r_ _/ s �-7 //r ��` J' - - 1 �r - N/F PIN# 633406375513 I �21,-DILMAS PATSY GUTRIE 1 DB 71$ PG 366 PAVEMENT • s� ire' - - / \ \\ 1N \ 47 4 \ -_ ,h .- -\ \ \ \\ \ �11 \ \ ram--� � � I��" �PiNtt 533406 158 .L\' \\\ \\III`\\\\\\\ DB 447 PG 165 Ilj ' ,��, i`,�j �` __ � - -� \ �`� ��= -� � � -----_ _ _rf lilll \\ \ \ `''� .r_� /` € C•g' � vro 1 ---------------- 4'CHAIN LING FENCE rtir rr ' r . _ - - -� l - ❑ i \ \ _ 1;� S'\�\Ll1 j S \ CD CC --~_.- 1 @ rU 4 I k = to i' rr r+ rr i € f \v M W 1 38tiV f c Li. k 2IL 8 V) t (-.t ! MOBIL HOME 1 �2' �4r it + PTp I tl 3 \1- w i1 �r _ G6-' 1 uz \ FRAME BUILDING ENCROACHMENT f r ! I 1 PAVEMENT 11_ Mom- v u1 w CK I Q11 r f \` ` - rr I Ld I r 1 4' CHAIN LINK FENCE p-) ------ OUS it SQUATTERS CAMPSITES COMPANY. INC. ; 11 r 1 + 1 - `� ' �"�~ r f W PIN# 633410374296 j U 1€ 1 ti DB 645 PG 317 z }fr MOBILE HOME N/F STATE OF NORTH CAROLINA P I Nst 633407671607 AtAA�-VEGETATIO f W000 WALL �X wooD DECK 24- � ,r \ - 1 ;— 4' CHAIN LINK -ice- - ;9 r FENCE .�' : r 't; - - - _ � =•�` _ - = =Mr--- GRAVEL . i 0 Y OF SARBLI ENt--t_ _ - - 7 - / / {w L 1 TOTAL'TRACT AREA = 262,350 SF {5.Q2-�1C) _ Iz 7---- ----- -- _-- - - ---- - sIg°3� I -_--__- NOTES: _- _- --- _�Y -_ ~_- r 1. THE GRANDE VILLAS @ THE PRESERVE IS A }35� 44 w! y _- - J- TLAN� IC OC�pN BREEZEEMOBILEPMENT OF HOME PARK. EXISTING SEA -__ LOCATION 8 5,81 _ 2, ALL SURVEY INFORMATION BOUNDARY 5---- ~- _ TOPOGRAPHIC PROVIDED BY SUITT & ASSOCIATES, P.A., 3609 M LK JR. BLVD. , NEW BERN, NC. - - 3. LOCATE EXISTING TANKS AND DRAIN FIELDS, REMOVE TANK CONTENTS AND TANKS, Y _ ABANDON DRAINFIELDS, IF DRAINFIELDS NO 404 WETLANDS EXIST ON SITE SHEET *C2 OF 11 PROJECT *: PM 1589 DESIGN FILE *: 1589/PM1589.DGN ARE LOCATED IN NEW DRIP FIELDS REMOVE TRENCH AND COORDINATE REMOVAL WITH CARTERET COUNTY ENVIRONEMTAL HEALTH DEPARTMENT. 40 20 1 4080 �I111m`%%i/';" 1♦/i/, 4! 4��aN�xsarrerA�+� ��•� � � H Gq/g �ii : SEAL _ 10 • 13343 x f- a a z 7�r; COASTAL STORMWATER REDEVELOPMENT PLAN TRACT AREA = 262,356-31 SF (6.02 AC) EXISTING IMPERVIOUS CONDITIONS ROADS--------------- 26.485.39 SF MOBILE HOMES ------- 4T,503.35 SF PARKING.----------- 11.987.15 SF TOTAL ---------------- 85.976.89 SF % IMPERVIOUS --------- 32.7T% LEGEND AEC AREA OF ENVIRONMENTAL CONCERN BOC BACK OF CURB DI DROP INLET EIP EXISTING IRON PIPE EL ELEVATION EPKN EXISTING PK NAIL EX EXISTING FE FINSHED ELEVATION GW GUY WIRE GWA GUY WIRE ANCHOR HC HANDICAP INV INVERT L/S LANDSCAPING/PLANTER LF LINEAR FEET MHW MEAN HIGH WATER N/F NOW OR FORMERLY PP POWER POLE PVC POLYVINYLCHLORINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SW SIDEWALK TB TOP BOARDWALK TBM TEMPORARY BENCH MARK TIC TOP OF CURB TSW TOP OF SIDEWALK W/ WITH --6--- EXISTING CONTOUR —6 -- PROPOSED CONTOUR -ii--- PROPOSED WATER - -- EXISTING WATER SEWER FORCE MAIN --.-- SILT FENCE LAND DISTURBANC LIMITS REVISIONS: No By I DATE DESCRIPTION I BTN 12/22/05 2 a0 i, REFERENCE: DB 627 PG 25 PIN # 633410379343 EXISTING CONDITIONS SITE PLAN THE GRANDE VILLr,t1�a r �. Q THE PRESERVE INDIAN BEACH, CARTERET COUNTY NOTRH CA ,t 7 R� IN k0N Q� CLIENT: INDIAN BEACH ACQU I ST I ON LLC C/0 DA I RDC ADDRESS: WHISTLER INVESTMENT GROUP 8414 FALLS OF NEUSE RD RAL.E I GH, NORTH CAROL I NA 27615 PHONE: 919--844-9025 DRAWN BTM CHECKED: RDC AASTROUD ENGINEERING, P.A. APPROVED: RDC 151A HIGHWAY 24 DATE., MOREHEAD CITY, N.C. 28557 247-7473n j 1 1.� —(J�Ro 12/12/05 SCALE: NAL D- C LLIPHER F.E. I"_ 4 0 r N� COASTAL STORMWATER REDEVELOPMENT PLAN TRACT AREA = 262,356.31 SF (6.02 AC) EXISTING IMPERVIOUS CONDITIONS ROADS ---------------- 26,485.39 SF MOBILE HOMES ------- 47,103,35 SF PARKING ------------- 11.987.15 SF TOTAL -- --------------- 85r975.89 SF PROPOSED IMPERVIOUS CONDITIONS PARKING/ DRIVES - -- 34.599.19 SF i SIDEWALKS----------- 9.154.84 SF BUILDING------------27.1T2.92 SF POOL BLDGS---------- 3.058.78 SF POOL APRON---------- 4,850.67 SF TOTAL ----------------- 76.836.40 SF NET REDUCTION ---------- 7.139.49 SF in 1-2 la 24 i. < 6" CABC SPILL CURB ! GUTTER DETAIL SCALE: NOT TO SCALE 30' PERFORATED CORRUGATED V.av--- ALUMINUM PIPE SEE PLAN FOR SIZE- LOCATION- LENGTH AND BEARING INY 11.4D O 0 o � 0 4 • r rs _ - _. _..-. 1 --�i�_L1:2 I ix�, ._ I :!!! il" _1•i. !:_ � _ 1-�-._1_..�_.a.�iL't`.,.-ems t'i'`.i.2J li.. 36' 360` PERFORATED ALUMINUM CMP CHAMFERED LENGTH OF{PIPE) AND HOLESDIA 2.05WRAPPED IN ' AROUND PIPE 8 2.S' ALONG EDGE WOVER FABRIC in I -2 EROSION CONTROL FABRIC -cj' -off 1 ASPHALT AROUND GRAVEL BED I, . / 'F 0HALT 5' ABC STONE VARIES SLOPE • a - e - a - . . - e .� L 13.90 EC Nf)MPUTTA�TION)�.. . 57 STONE IRE u1+E t THICKENED .r n r�' ¢ c -�LW-` \ \\ SIDEWALK 6" _r f\'\/�\j�\ \ \/�/�\ 6" CABC STONE sHKT EL 4•so SIDEWALK/PAVEMENT .BETA --' t --- _ ` I NF I L TRAT I ONTRENCH al. PIPE SECTION SCALE! NTS SCALE: NTS INFILTRATION SYSTEM 2 w -�-{ r • ��__�--��Rl``1 DRAINAGE AREA ---- ---•------- 46,350.65 SF IMPERVIOUS AREA BUILDINGS - 8,796.52 SF _^ _---•-- ,-�"_�-_ `� r- EX 1I1 RCP .. �_- ! • � - - __ _-------__-_--- -- r " ti PARKING/DRIVES 12,592.18 SF ,�--' \ -b~' - o , SIIj1=WALK-------------- 2.704.86 SF 4.0p t - EX 18' RCP l-� 1' --' _ r� �' 1 J TOTAL IMPERVIOUS ......-. 241093.56 SF I--__� r i♦ `. -f` 'I RUNOFF COEFFICIENT --- ------ 0.66 - r , NC HW y- �_- ,' r RUNOFF VOLUME 1.5 X 0.52 X 46.350.65 SF = 3,012.79 CF 1p Lj�D_�••�- / y- .\-- ,SIR ~s� -- \/ 1 30" DIAMETERINFILTRATIONTRENCH= 8.86 CF/FT 1 t SP�� "Pii - _,--- - GtuTE, LENGTH OF 30" PIPE REQUIRED= 340.04 LF � R �r P - 0 LF LENGTH OF 30 PIPE ROVIDED- 36 8 0 0 NV 8 C f 1l4 r, ` NE - $ $ ` (3)-120. 00 LF OF 30" PERFORATED cm�. ALUMINUM CMP INFILTRATION TRENCH B- 3.00 2.50-01 0.50 0.5D .. 24' MANHOLE RING d COVER 24' INFLUENT PIPE, SEE PLAN �15' DISCHARGE PIPE. SEE PLAN FOR LENGTH AND ANGLE FOR LENGTH AND ANGLE INV 11.40 INV 11.40 30" PERFORATED CORRUGATED 24X24 DROP INLET GRATE ENGTTHH AND BEARING rEI,R COO ROL B X yea SCALE: NTS PLAN VIEW NEENAH MODEL R-6672-F FRAME AND GRATE. OR �o APPROVED EQUAL WEIR WALL 24- X 24' 0 NEENAH MODEL R-6060 c• FRAME AND LID. OR 'IY APPROVED EQUAL .c-oa 24' DIA. OPENING 24' INFLUENT PIPE. SEE PLAN FOR LENGTH AND ANGLE INY t1.40 30' PERFORATED CORK ALUMINUM PIPE SEE Pt. LOCATION AND NUMBER INV f1-40 18' DISCHARGE PIPE. SEE FOR LENGTH AND ANGLE INV S.00 ' DISCHARGE PIPE. SEE PLAN R LENGTH AND ANGLE V 11.40 SEDIMENT STORAGE IRE I R CONTROL BOX Ail WITH SEoI gNT-STORAGE SCALE: NTS SECTION VIEW 24'X24' DROP INLET GRATE 30' PERFORATED CORRUGATED ALUMINUM PIPE SEE PLAN FOR SIZE, LOCATION. LENGTH AND BEARING [NV T.0 24- MANHOLE RING & COVER 15' INFLUENT PIPE. $• SEE PLAN FOR LENGTH AND ANGLE 12' INFLUENT PIPE. SEE PLAN FOR INV 8.00 0.50 0.50 LENGTH AND ANGLE INV 7.00 2•SO 3.00 0.50 111E I R CONTROL BOX N2 SCALE: NTS PLAN VIEW WEIR WALL NEENAH MODEL R-6672-F FRAME AND GRATE, OR u NEENAH MODEL R-GO60 APPRO 24"EOUAL o FRAME AIR) LID. DR I AP�ROVED EQUAL 1! 24 DIA. OPENING FI in -sr. I I$* DISCHARGE PIPE. AND ANGLE SEE PLAN FOR LENGTH INV W.00 17, a ( TRENCH BOTTOM @ 7.00' ) v Av • D1 1 d �� I I ---------- ko DI4P GRATE INV 1 14.31 12.54 2 19.28 1 12.04 3 21.16 11.63 4 20.15 11.62 5 112.06 S. 6 18.25 11.00 7 24.50 15.92 8 29.00 22.93 /' 1- ..'r - �¢�`".' r ♦ / r � ,.ltiJ ,' r � u \ �`�1 i 12. d -1\ ` F� ♦ d y'\C1. 14 `�j� ____ �' � 59 �� _.___ ---- _ .40 ♦ i3.i 12.9 , r' .\\\ 1 INFILTRATION SYSTEM #1 DRAINAGE AREA ....... ........- 82.313.29 SF ^� .11 IMPERVIOUS AREA 13I 1 r j>S�a BUILDINGS .... --- 21 ,172- 66 SF o ow PARKING/DRIVES.'..'-- 22,006.95 SF T1• ` TC 3 _It `_-",- � 0){ l-l� 1 SIDEWALK 13,037.49 SF ! \ r - ___ . \ \rC 13. - / .'• -_ ! { TOTAL IMPERVIOUS.. .......... 56,217.10 SF RUNOFF COEFFICIENT ........... - 0.78 � � r ttl RUNOFF VOLUME 1.5" X 0.66 X 82,313.29 SF = 6,790.85 CF 30" DIAMETER INFILTRATION TRENCH= 8.86 CF/FT LENGTH OF 30" PIPE REQUIRED= 766.46 LF r--' ' -'$ \ ` r }It11\ ` ``\ ti - 1 as -� LENGTH OF 30" PIPE PROVIDED= 770 LF t iltt \ AN 5 rllIllt 11\ \ \ 2)-185.00 LF- (2)-120.00 $ (1)-160.00 LF OF 30« PERFORATED VDI �.+ 1111 \`r`-��-`~~ - - - \ A RIM EL 20.1 / 1 1 \S\\ \v - �MINUM CMP INFILTRATION TRENCH r \ ENCH BOTTOM @ 11 .40' ) mz,- `.gi-6_ �-'�Sittt� \ i- U11I11' C \,K \\\ \ \ff z 22.1E �-I1t;I\ \ 1 r 21 t a r�Z- ` r c T \ 4 . -zz- - - ,1tlt \ c; \ \ 1 \ 11;\ �\ \ !!F - ^^ rip, \ 1.T9 ! I ! 1 1 TC 19. 9 r, - - 21.40 \ �\ C 22.1Y flrfll\1 Q ! 1!{1I { r�I1 - x'' - ♦ �\ r.`� _.II�Ir! i�l i E7 { r 1 r 1 ,av RI ��5IDEWA ♦ _ r J - /� I 1 t 22~ ! 1 r r r RIM 21 LK. T - ♦ , i! I I 1 CZ -'Y \ \ .83 NO CURB o ` r t zG,3 .16 I f I \ d ! �t~--- if ! 1 ! �y 1 HOD EL 19. t ! I { 4 1 r^i ` 9 TC 21 27 �� \ I I{ 1 \ .39 - TC c 11: 2 TC .7 1 It t `\ G' ABC at ST Tz - Ir 12 \ -' CAtAA SIBACIC i W{ p i t 3 22.1221,74 r ' tv - i ( Jf ry 1 r,Z � 9 � - ! i 1 t INV 13.20 U" CV , I , t a I iy1R { A' ' II I I 1 \� E 12-62 ' r I CLUBHOUSE �s { SETS ACiK INFILTRATION TRENCH 02 PIPE SECTION SCALE; NTS QROP INLET PROTECTION WITH SEDIMENT STORAGE F-- z 71- SEE PLAN FOR PIPE SIZES SCALE: NTS PLAN VIEW -INSTALL SILT i INSET GRATE ONLY ON DIVI FENCING AROUND ALL OTHER GRATES ABOVE 90X ALL DROP INLETS R-1878-AGO $PACE 6' O.C. 3.011 }-_ 2.GO " • iIs,.ti• • . � L. CORTROL FABRIC RAVEL BED 0 (HEIGHT OF VOLUME COMPUTATION) ' I 1 I •ti "P I CA'�A /��i i + !-� • TC13.20 �� _--- LEGEND I I i �y^r1>'� rr ��-T- AEC AREA OF ENVIRONMENTAL CONCERN ' () II { r ,{ U` 1 DOC BACK DROP OF CURB I I { RB EL 25. y l ' ' l - !{ f r{I r 12.E ` ET EIP EXISTING IRON PIPE EL ELEVATION k EPKN EXISTING PK NAIL { EX EXISTING FE FINSHED ELEVATION _ I 4L�E pF 1 GW GUY WIRE HC HANDICAP It !! ti \ i t I 1ST-��I{3T1 GWA GUY WIRE ANCHOR ! I GRATE EL 24.50 ,� �2f1!• DO t �- - 4 +�VEG� INV19.43 [ c _ \ { �r a f� -�SiABI- INV INVERT L/S LANDSCAPING/PLANTER -4 LF LINEAR FEET MHW MEAN HIGH WATER � _I = E N/F NOW OR FORMERLY �MANHOLE RING d COVER WEAH MODEL R 6DS0 �;- POWER POLE PVG POVINYLGHLORINE JUNCTION BOX OR APPROVED EQUAL ! \ \ I - * : _ �'` - REINFORCED CONCRETE SCALE: NTS PLAN VIEW SSTs CK� ~r 6 ° s0 6 �`= -' : .~� : ` - -rr r R/W RIGHT OF WAY PIPE Ga_Ct�- -, _ SW SIDEWALK 25� - - - r r _ TB TOP BOARDWALK INV RIM I t 1 I { _ - - - - --- - - 9- -' r TBM TEMPORARY BENCH MARK no I R I �1% t 1 r� _- - �� r - .DO 10 ! t ! .s _ _ TC TOP OF CURB 1 T .25 If { Q�M - p` m� _ - _ -•' r° �r TSW TOP OF SIDEWALK 2 12.z5 2s.ao 1 \ tt11 {N . ^' - r !_ -^3 _ _ 1t - W/ - WITH m _ - �- f N 347270 r fr -&- EXISTING CONTOUR 30. PERFORATED CORRUGATED ! /� ; 1 1 _ _ - - - - ' . -E 2-63090- - -g- - , - NOTE - 6 - PR CONTOUR SEDIMENT STORAGE ALUMINUM PIPE SE£ PLAN FOR ♦ U 1 ! - - _ - - - - - - r' / - i �^ PROPOSED WATER LOCATION ANn NIDWNER ! ` J4 4 111 r \. _ - - - - - -_r r r SEE ARCHITECTURAL PLANS SH L1 1 & L1 .2 ---.�- EXISTING WATER WEIR CONTROL BOX 02 ` I1 1 l I t 1 `'. _ _ _ _ _ _ _ _ _ - _ - - - - - - - - �' r PROVIDED BY U DAVIS ARCHITECTS FOR SEWER FORCE MAIN WITH SEDIMENT STORAGE I I 1 t ; 4 _ _ _ _ K - - _ - _ - r I r DETAILS ON ALL ❑CEANS I DE AMENITIES, AMENIT 5. s1:ALtr: NTS SECTIONj s` I ' 11 '"' _ - _ - _ - _ ,'� _ _-_ '' rr Mew NE !NCLUDING BUT NOT LIMITED TO POOL AREA,LAND FENCE VIEW 1 T -7- LI DAD DI TURBANC LIMITS r,r '.rj ±g •'i SHEET *C3 OF 11 PROJECT *:PM 1589 r DESIGN FILE *:1589/PM1589.DGN 0 in I I Is!�IS1E�{,4 CA 1 - VEG TAT?`N _ _ - ,` _ - _ _ lil f ��_ _ - -__ ____-__ _______- - - -r ,- rr ZEB05, WALKWAYS. LANDSCAPING PLANTERS. ETC. r -- �'r _ REVISIONS: Na BY BATE JUNCTION BOX. SCALE: NTS ELEVATION VIEW ! IN 347189 E 2633733 ! _ - - - _ • - _. 8- - -- - _ - - -- - ._ `- - - - - - - - - 4 - _ _ - -- - _ q�r ,'� _ ' - - - - _ - _ - - _ - - _ '- -3 _ . _ - r REFERENCE: DB 627 PG 25 - - - PIN # 633410379343 - ' -r ~ I BTM 11WO6 z err 2/2106 STU 3114106 4 87-Af 3115/06 5 BTAf 6/22f06 6 BTM 817106 T BTAI injacA 6 ►OOLLAYOUT a�oot �rarr IVCBENR MMMENTS POOL LAYOUT QRN£lPofaCffLIRAlNF7ELO AM ^VrE BUHLY NOTES ___--___ �- _------'-- I _ �. _ - �s�c�v�r�► i _ --- ---- GRADING AND STORMWATER PLAN 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: - L t _ - - -- _ - _ _ THE GRANDE VIL��r INDIAN BEACH ACQU I ST I ON LLC _ - - - - ^ THE PRESERVE � C/O WHISTLER INVESTMENT GROUP r' - - - - - - - - J ` - ` 8414 FALLS OF THE NEUSE RD _ - RALE I GH, NC 27615 yq r - _ _ - IC OO�� 6 OC7 Q i _ _ NOTE: INDIAN BEACH, CARTERET COUNTY NOTRH LINA F E 919I 844-9Q25 'I _ f -^ A�I`AN i �� - -- ------ -� -- CLIENT: INDIAN BEACH ACQUISTION LLC D �,G 2. FILL MATERIAL TO BE OBTAINED FROM A LICENSED 8 MAW ---�` t �~ - CONDENSATE FROM THE HVAC UNITS WILL NOT BE'� PERMITTED BORROW SITE. _ ALLOWED TO DISCHARGE INTO THE WASTEWATER SYSTEM. C/o Go S RDC 3. DRAINAGE FROM THE GARAGE AND TROOF RENCH SYSTEMS. BUILDING MUST BE ADDRESS: WHISTLER INVESTMENT GROUP DRAWN: DIRECTED TO THE INFILTRATION TREN� �' CONDENSATE SHALL ONLY BE DIRECTED INTO THE STORMWATER 8414 FALLS OF NEUSE RD BTM -' --- DRAINAGE SYSTEM. RALEIGH, NORTH CAROLINA 27615 4. ALL INFILTRATION TRENCH SYSTEMS SHALL REQUIRE AN H-20 LOAD E V O 404 WETLANDS .�it�14��!!�E i�� CHECI�ED� BEARING CAPACITY. �� {y y �� -1N c••• Syr PHONE: 919-844-9025 RDC 5. ALL POOL DRAINS SHALL BE DIRECTED TO DROP INLET #9. EXIST ON SITE :, : �ij.0�S$/� APPROVED: �.� � STIa.GITD ENGINEERING, P.A. 6. SEE LANDSCAPE ARCHITECTURE PLANS FOR ADDITIONAL 40 20 0 40 80 Q SEAL r$ 151A HIGHWAY 24 RDC DETAILS ON POOL AND CLUBHOUSE AREA. �� 7334 ?* MOREHEAD CITY, N.C. 28557 DATE: • F ( 47-7479 � •' Q 12/12/05 SCALE: 1'P = 40` y,�9��!N��,•,e�ka. _ _ l G'Co SCALE: '�<< �• cuL ;.��' RONAL . CUL PHER P.E. 111 = 401 , I f i I i `_`'rM j� T '-'I* -x �,i �� 1{r =1'�, � !-iTv i�i .. -. ., r. .. .. •.} ?. � i'1 ,.-, 1��/.� �1 � t' //1II '�77i f STORMV(,(TE3--p ql I F•IrLp-AfERIFY L'gCAVION r• EN CUT PAV�'fr A REPALIZ'-V/ 8`„ CABC ________------ - ro ERLNE - 16" CA BO FB)t118" RCP - -r --- ------ ip-O _ r CUT -IN 8X8 TEE W/ 8 8,, WAT R % I ! _ r __-� _- _�_-_`_` x t Ex • $ r ' ISOLATION VAL VF.49iV�MA I N r r r _ - W/ S SER)LICE' VALVE A Y _ , SHOW,- W/"B' UE EX 18 RCP ---BANKS WATER CORP gATI0 - r FOR TIMELY INSTAELATION \-~ SEE C9 OF 11 1 r r 1 1 INjF`- - E 10 8 Q �} EX, CONCRETE VAULTS rah ---- __- !r TO BE REMOVED _,•�- [ F 18 " :'�7�»_- u ! �EX. 8" WAT,�4L I NE t C 1 L ~---��gLE � �." _ E R OR T 1 Y p T ---- F' 7.00 7 i r t rry `• / tip t - =-=,r` ` N v 8.00 C 8. NE \ 0 r a METER T I l HOT WITH RP r-----7 - FO 0 5F TIC TBOX WIT FOR FIRE NE 7,? �, � � � 13.00 OF 1 W X �� 28,800 GPD WASTEWATER IL x /, _ DI #5 I ,' TREATMENT PLAN �' J J 7, ATE 1 a _ 73 FENCE /+ 14r ----_---- _--- -"_ �J ��4 �\ r� O 1. . `\ r e l l J / r r LA 0 FR�EZELESS - •� YARD HYDRANT -:5 ��J J��J �� 1�� I T 1 C 12. , ! SERVICE ROAD �J� Cti_ • � ��rrrf- r err JJ�r J �r i j 3 „ PVC •' �_ � r r �'� J - 2 � - /, RETURN L I N _ J r J- r �r O LI I # _, t f•� ` 2ILJr JJ ��1 -��--- JALL 13, 1 ,6 �rrr .ter- ��- arrrrrr r B 10 .40 13.1 -' 14. � r AND 4„ 13432, INV Q�'f 4• �� DOME IC _ t' tf t _-1 13.08 r 1 PVC WATER ��J v� rrrrrrrr rJrr,Jr G1 1 „=_-r=�� _� J�=��=� J�-=�__= `Q'/' T �•\ ��° `n C 13.11 j SERVICE igNE `} Lo L� � r � J � � � �.`y�. ,/ �O� �+ 1 .IiS 5 fy rrr ttf t ! TEE err r J r� rr r r R '� -» 2 SOLE / f� = 0�,. TC i 31 244 �� f� .�'rj'/� `� �� '�� `�T 13.2 j pay° "PVCzoa 1 3" SCH 40 PVC SEWER _ �''� J J _J '�" ` RET _ r r r r y g \FD SEA FORCE MAIN TO r r ��Jr rrr� ��rrr�r r 4 �r" ` ' � ` f P INKLER AWINGSF + ''- - TREATMENT PLANT ,. �� r �rf�'�..�� _ AIR/ `� �\ `_\ 12_62_- C •2 A _ /-' ��, rr`.. 00 1 4 31 1 � ► � t t t ` ` � \ � X 3 T ]� rr ��0 11,► AR t tti 6 �2ri TEE - _ _ ` NOTE: 2 r t t t t `� `� `� -- �$ ` EXISTING WELLS ON SITE TO BE PROPERLY ABANDONED \ ~ _ - IN ACCORDANCE WITH STATE REGULATIONS 2 ,/ _ rtit+ `�1 ` ` - _ DI ` AIR/ VACUUM RELIEF �\ G --'"INV T_-1�2 ` W�( 1 I� "��CHECK VALVE 48" VALVE VAULT--- ��_�_-''��_�_�_- - / r r I i t �� `� `� �� "'� -- _ "- . AND, 1',2 GATE VALE EL 20.OQ _1- 0.�16/'.- J J J J f r r y < DUPLEX CONTROL - �� yJr f�--� ��fr RIM EL 20.1 4+ 20 �. I } yl y ��-` - r - r r -I-N-V �� - r t i , t t t` `� ' - I 18.0 PANEL _ - r J "` - - _ - - TS 20. t y ° ! " NETAF I M B I OL I NE DRIPPER rr y r -_ -_-_ ,. -7-,�SrJ� �r��rr� �-^ `, , y` i,i � � � ��--'~ ,y� �2 LEGEND DUPLEX LIFT STATION�____ - -"_ ____� t '~ r r r J r j_� Jr__ TUBING @ 18 O.C. W/ 0.61 GPM JJJ J, Y X �� ^� J - _ ~ - t i y t 1, t . r I „ �� T�-r ,�f� --- -----2-2---- Q' _ _�'�__- _ _ EMITTERS @ 18 O.C. TYP E L 2O.00 - ; r f' J r a r _ J -� �- T _ - - _ _ - - - � _ _ �i I t l y l ` i AEG AREA OF ENVIRONMENTAL CONCERN INV 6.33 _ '"� �� ~- ��-_ � --�__- ___---_-..._.__.--.--__ D' �___ b��' __ --�' � i � - � � � J � �- � ��- f 80C BACK OF CURB .CO �� -`�-�r.�- _Y-��'r-� �r ��'r C� -- -- --- -------------- _ 3 �``-- - 4 i t tl ` ` „ EIP EXISTING IRON PIPE TC RETURN MANIFOLD FIELD 4 EL ELEVATION •r �r +.�J r J t�L~=� `� t t 4t-z --- _ ` EPKN EXISTING PK NAIL r FREEZELESS r J -�" l�Y _ram r _ G F. �L C 22. 12 y ` t� ` ` `! 4 t , r y - � � J- � � � /� `� � I � EX EXISTING YARD HYDRANT I r f` 11- J 0. ti_ t t t . , r JJ jam' �� ' s rL 1 C 7 FE FiNSHED ELEVATION GW GUY WIRE _ _ i ! f �! r r r � r I 1 r' - _ _ V o� /• -� t t 1't ! GINA GUY WIRE ANCHOR R E js�tt�\�C1 t t,` RETURN LINE HC HANDICAP . TC 19 • �''` Y - -�`P I 1.79 4 ' t AIR/ VACUUM RELIEF ALL INTERNAL PL 1 N6 t t t,r - . ` ! „ LFV LINEAR INVERT FEET �� 21 .40 BY OTHERS !`!'t� tt 't '� ' Wf 1 „CHECK VALVE t t 5 C 22. 1 2 r! t ANI? 1 p� N/F NOW OR FORMERLY r 2 GATE VALVE PP POWER POLE +T 20.29 �' yti '' �� -�` i'�� r i �1tt 't ` ` 1 1r2" X 3" ENLARGER PVC POLYVINYLCHLORINE J �' > t 1 t t / RIG O Y-+ ` t DI #3 �'�. �- `�tt t �� RCP REINFORCED CONCRETE PIPE 0• ' t '4 RIM EL 21 - 16 i' SLOPED ��, r _ R w HT OF WAY SIDEWALK, • 7 `.\ ! r r !r i e tt �� s� ,Srw SIDEWALK 2 B OP BOARDWALK �, \y NO CURB �� r r t t t \2) 2"ID VALVE TBM TEMPORARY BENCH MARK _ _ , W/ i`2 ? 2 GATE VALVE .16 ! ' t t ` 3 X 2 REDUCER TC TOP OF CURS t3 �9.59 4,►`�` t { if �� ` ; \�\ --� W/W WITH TICSIDEWALK t q LIE _r- ^ r r I ' f r' 79 J ,DI#2 00 2 _ TC 21 --5- EXISTING CONTOUR V 1 HOOD EL 19.38 PROPOSED CONTOUR ' TC 21 e121�72 TC -��'�� 't r ' i t INV 2 \ 1/2" NETAFIM rBIOLINE DRIPPER W r +TC, 1'8.9 TC 1 4 7 t t _2 - t \ TUBING @ 18 O.C. W/ 0.61 GPM ' , �- 19 838 kl t \EMITTERS @ 18" O.C.- TYP (� r r r r y 18 /' `�' r 'I PIV W/ i t► } ,` REVISIONS: L �� TAMPER SWITCH. t ' `~- t 2" SUPPLY MANIFOLD r ; °,�� 1n,69 f� �f-~ ` SEE SPRINKLER DRAWINGS d t _ Iva BY DATE DESCFdPTM f` !; � � s0 / +T 0 -� ' I 4y 3 „ SUPPLY LINE I ffM IZIEV*s CCEH WmMMEnrrS ` 20 10 0 20 40 3 erM 3 J/tO we 7 CLAWS 3 ' to ! ' `� ^ I - 2.12 L4 arm 3/15/06 POLX i nrotrr S . 4� • 3 21 • 7 10' X 2 0' X 9 ' 5 arm 6122/p6 �RNNFIEID LffOUr �` I�� l � z SCALE: A L E= 1 2 0 7 BTw 9/19/06 MH rM / BVHLW M W FE 9 22.12 UNDERGROUND TANKS '� " 'cm ; t+s- y � Z B AC K F L OW r S s err airios S,r r C 0 Q # 'y I �� INEHOTBOX 207 O r WATER/ SEW ER/ SUBSURFACE DRIP DISPOSAL PLAN _ v i62- r' r - INV 21.0 THE GRANDE VI (;} ` -RIM 15.50+ ' �.'C r QUIPMEN - r ,r @ u } THE ' INV IN 7.1b !,' '� .• '-------�-3 2 TEE t 2 S OL E N 0 I P R E E V INV OUT ` t' W/ 2" GV �. UO , r� I A r �` AND 3 „ CV INDIAN BEACH, CARTERET COUNTY NOT GA-ROLINA RA 11 �" PIP SEWER FROM BUILDING -' r { r ~ `� INv 1�' 457. ALL INTERNAL PLi.7WI-N-6- ' ' �rCLIENT: INDIAN BEACH ACOU I ST I ON L L DMS BEM N i ``, BY OTHERS ,' -�~ ,` �.' C/O 7 CAL RDC ADDRESS. WHISTLER INVESTMENT GROUP DRAWN: / ,;��t�st hipr�r', 8414 FALLS OF NEUSE RD BTM tY �.` E yf f ;y •- ^ 1�26�a �K�„►p�.,'� NORTH CAROL I NA 27615 CHECKED: RALEIGH, �, CLUBt,HOUSE �•` o �$si" �,. '+ PHONE: 919-844-9025 RDC �--- ;I E @ 11;3 284 ' * SEAL V APPROVED 1 * 5TROUD ENGINEERING, P.A. RDC MOREHEAD CITY, N.C. 28557 DATE: * SHEET C6 OF li rr r �r6 PROJECT *: PM1589 � l � ~S �`� 'r lNE•' �Q�� 47-7479 �Lrl 12/12/D5 ~` ~ ►` ' �}SCALE: DESIGN FILE *-. 1589/PM1589.DGN ` " �5' �� ~ �" SC~+4a ' +� �� - �ONALD D.CUL IPHE ' R P.B. 1 20 • t .,,.�. ri .l s .4 .�. ...'.i e.-� ram!, '} n�,. �fy� ,L i'. n. •� - }• 4.4 ,,,�:i4}}i r�:.la .�.'.ti t,l. �•, ,r 1 ! - ,'r,- { r- i i r t- 't} 9": `',r-� }'i. l+ri i.l�•t��.r 't l.!±'r'lot ._-•rr .xt r4 r',t __-__-_ - CUT -IN QV TEE W/ 8 1p -- - -� a X . $ ISOLATION VAL VF-DN-' lA I N x f W/ 8" SEU-1-CE-VALVE AS SHOWN,- tOORD INATE W/ BOGUE -� __-B-ARS WATER CORPORATION FOR TIMELY INSTALLATION SEE C9 OF 11 G i _- 1, 4 ham'- Ra K _ a Y EX- 8" WATERLINE ' AgcV_ PTgB i i SERVICE ROAD i i r% i I , , r ! i 1" PVC WATER SERVICE LINE f 1 i E 3" SCH 40 PVC SEWER FORCE MAIN TO TREATMENT PLANT i , I , , f l 48" VALVE VAULT EL 20.00 �\ 1 DUPLEX CONTROL ! PANEL i DUPLEX LIFT STATION—--, EL 20.00 i INV 6.33 i FREEZELESS YARD HYDRANT I W I f , MH#1 r----- i RIM 15.50 INV IN 7.10 INV OUT 7.00 t f i , i SHEET *C7 OF 11 PROJECT *: PM1589 DESIGN FILE *:1589/PM1589.DGN ��- OPLN CU i PAVL` W - AND REPS � -W/ F: CABC 8 �-S-9.5B 16" CASE BORE FOR1 t►� 8 " WATERLINE 1 t 11 1 i X 6 TE 1 � AR HYD NT AS EMBLY w r� EX. CONCRETE VAULTS TO BE REMOVED METER AULT / HOT BOX WITH RPZ FOR DOMESTIC &. / '\ HOTBOX WITH RPZ �\ FOR FIRE LINE o' \ SEE SH OF 11 i' 'N r28,8OOWASTEWATERLANCE ! err � � ✓~ r l r r r � � '� r � � l � � I -� � � r f L1- `x'�` X 2 TE F REEZELESS t YARD HYDRANT fy " PVC RETURN L I N 2 PVC RETUR CO LINE 121 IL X 2" TEE AIR/ VACUUM RELIEF 7:5-��i��i��i� W/Ifir CHECK VALVE AND 1 �2" GATE/VALVE _ r f--r� _ f==�= / 4 PVC ' INV 14.0 � DOMESTIC8 TEE ! /` �\ 8 4 REDUCER `N, f r 4 GV '\ F I YDRAN MBLY � 3 X 2 TEE , r 2" SOLEN r��r<�� / -- //per CO W/ 23" PVC f�.��yy��=��r�� FSEE RETURN LINE 4" FILL LINE SPRINKLER DRAWINGS ��t AIR/ VACUUM RE '-(EF Wf 11-1"' CHECK VVE CO �� f �� AND 1 /z' GATE/VALVE 0 11.," X 2" ENEARGER co -- -- -�'- -- INV 18.0- � _ r �_ �r � �_ _%� _�� y-�r err �• r� ysri=rr��rr�r ALL INTERNAL PLUMBING BY OTHERS r r- r' , _ r - PIV W/ SWITCH SEEPSPRINKLER. DRAWINGS - - - t ui r r 0 1 a j 10' X 20' X 9' 00 0' UNDERGROUND TANKS U- Z BACKFLOW - - - - - VENTER IN EHOTBOX sT� A 0 QUIPMEN low- 8" DIP SEWER FROM BUILDING l� � @ a. 45% - ALL INTERNAL PLUMBING BY OTHERS _--- CLUBHOUSE -- r40 PVC SUPI } 1 f • Jt, i- !. G ,r 4 J 1, €'! .r it rJ} .'.! 1�' , 1 r r r r � r r r r NV 18.0 3 X 2 TEE 11-2"' X 3" TEk AIR/ VACUUM RELIEF W/ 1" " CHECK VALVE AND 1 ?,2" GATE VALE NOTES SLOPES SHOWN FOR MANIFOLD INVERTS SHALL BE INSTALLED AS SHOWN. ALL DRIP LINES SHALL BE PLACED ON ONE CONSTANT ELEVATION BETWEEN MANIFOLDS ',2" NETAFIM BIOLINE DRIPPER TUBING @ 18" O.C. W/ 0.61 GPM EMITTERS @ 18" O.C., TYP 11f2" RETURN MANIFOLD FIELD -- 3" RETURN LINE AIR/ VACUUM RELIEF W/ 11,," CHECK VALVE AND 1 F/2' GATE VALVE 1l,2" X 3" ENLARGER 2" SOLENOID VALVE rrr W/ (2) 2" GATE VALVE rr 3 X 2 REDUCER r r r INV 21. ~f 1�2" NETAFIM BIOLINE DRIPPER TUBING @ 18" O.C. W/ 0.61 GPM EMITTERS @ 18" O.C., TYP 2" SUPPLY MANIFOLD —3" SUPPLY LINE -INV 21.0 2" SOLENO W/ 2" GV AND 3" GV ++l+;iN cARo •F•,, �0.o is55/p''.•�y . SEA---_1 �r o q ..... �Q +! 1I t`"�f D. CU�:. •++ LEGEND AEC AREA OF ENVIRONMENTAL CONCERN BOC BACK OF CURB EIP EXISTING IRON PIPE EL ELEVATION EPKN EXISTING PK NAIL EX EXISTING FE FINSHED ELEVATION GW GUY WIRE GWA GUY WIRE ANCHOR HC HANDICAP INV INVERT LF LINEAR FEET N/F NOW OR FORMERLY PP POWER POLE PVC POLYVINYLCHLORINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SW SIDEWALK TB TOP BOARDWALK TBM TEMPORARY BENCH MARK TC TOP OF CURB TSW TOP OF SIDEWALK W/ WITH --s -- EXISTING CONTOUR —s — PROPOSED CONTOUR REVISIONS: Na BY I DOE IaESCR1PTM 1 BTM f2/22/05 CCEH COMMENTS 2 STM 2/b'66 MANIFOLD SIZES 3 BTM J1151016 POM LAYOUT 4 BTm 61221016 DRNNFIELD LAYWF 5 BTA( 8/T1QS ADD DAP u s SUBSURFACE DRIP DISPOSAL INSTALLATION PLAN THE GRANDE VILLAS THE PRESERVE INDIAN BEACH, CARTERET COUNTY NOTRH CA CLIENT: INDIAN BEACH ACQU I ST I ON LLC DES—ME$jvls C/0 sl ADDRESS: WHISTLER INVESTMENT GROUP DRAW` 8414 FALLS OF NEUSE RD BTM RALE I GH , NORTH CAROL I NA 27615 CHECKED: PHONE: 919--844-9025 RDC STROUD ENGINEERING, P.A. APPROVED: 151A HIGHWAY 24 RDC MOREHEAD CITY, N.C. 28557 DATE: 12/12/05 (T47-7479 � � SCALE- ONALD D. CULLIP R AE. 1" - 20' P EMEN UiM VALVE VAULT EL 20.00 EL 20.00 INV 6.33 DUPLEX RIM EL i5.5D CONTROL / NORTH PANEL INV 7.0 3 40 PVC FORCEMAIN TO TREATMENT PLANT FREEZELESS --\ YARD HYDRANT • A z 0 32.00 LF 12" RCP @ 0.70% V) S50 51 ' 11 "W w VC SEINER @ 0.58% `� a✓ u, a � N. JB RIM#25.00 NO° 50 43 W INV 12.76 I- c� U to o DI #1 Lu' \ N RIM 1.31 INY 12.5 � '\ N Z o� \ Lli > MAINTAIN 18" VERTICAL SEPERATION O WATER OVER SEWER W 0 3" SCH 40 PVC Q S�2 ° �2 �� U x W SUPPLY LINE TO FIELDS 1 & 4 p �� ,- ?\INV 12.04 U � z cr ~ 0 o= m 1 u' 1" RPZ BACKFLOW V) Lu PREVENTER .. a IN HOTBOX 1 Z W a uoLd 1 A 1 Oz to ::D w t v*- z tt ! ZDW WM t 03 > t 1 UZ HCD t Q,--, I� O Ln t t VLit U t a_j cn z t 15' 7.5' 0 15' 30' muo t t amp .-, w t C]O -J -U 00 D' 07 t t H-SCALE : 1 " = 15' V-SCALE : 1 " 3' • F- cn W ' � o M � z o CL U C] a DUPLEX LIFT STATION 409 MH#1 BACK OF .CURB SINV TA IN 6. STA 0+47.66 STA 1+56.01 TOP 20.pp33 a RIM EL 15.50 BOTTOM 1.48 _ INV IN 7.1 (LEFT 4.62') W CL OF PAVEMENT INV OUT 7.0 CL OF PAVEMENT (LEFT 4.74') STA 0+59.50 EDGE OF PAVEMENT VALVE VAULT O END OF DRIV0.00 � cxr < STA Dj-DD. OD STA 1 +54.01 STA 1 +73.09 Q STA 998.98 TOP B20.00 OTTOM U Di � RIM 19.38 BOTTOM 16.90 STA 28.88 (LEFT 4.62 ) RIM 14.31 INV(RIGHT-33.54') ~f INV 12.54 O 25 Z 20 15 10 5 0 W W' �Z) ^ U z L- W 0= .. F- LLJ J �J::L 0- Fool Z V 3" SCH 40 PVC FORCEMAIN < TO TREATMENT PLANT CL Lij T , V m a Z z J z EL , aaaaaattffflrrrrt 4O PVC -If - LINE TO FIELDS 1 8. 4 , 000 A. •.1 • • �„ G� far err'+rrfu NfNaaa z Z +-+ o z U gq nC Og �xn O O p4 DIvIMpO, A'Go w0 GDASTAL cry x 0 z 0 0 0 0 0 0 0 0 0 0 0 .. 0 N t0 00 0 0 w + + + + + + + + + + + = o 0 0 0 0 0 t N PROJECT #: PM493-13 .. . .................... _.................. ............. ........... ........ .... FREEZE _ -S .._...... ES .. .. _........... ... .. ................ I YARD If DRANT ................. --- ---- -- ........... ........ ----.--.... ------ - ---...... ...--•-------------• ................. •--- ....... -- --- -- ....... ......... ......... . oao --- --- ----------------------- ---------•---------- ........................ `F= .................. . � A TERRLINE ............ __ 5 C .. 1n P� I..._.WAVICE . -- . . -- ...... i .... ... --- -- �.. ..- ............ ............ ........ ------------•----- ......--.....------• ----- ----.. . .. --.-- ----- ----- ----------------------- ---- ---. .....-- ---- 3" SCH 12" RCP SUPPLY --------------------- -- ------------ 8" SIP SEWER E VICE MAINTAIN 18 SEPERATION VERTICAL ATER.OVER SEWER 3" SCH 40 PVC I ........ IE-TQ.E . 4s..4... , AL' .... .......... . .. -- -- ....._. -------------- -------- ----- ---- .................. ............. ........................ ........................ ......... 1.15.0 L ........................ 8' PVC.- SEWER -@-- ................ ...... ............ .-5a%----- -- ------ .... ........................ ...... .............. i ..... -------- ---- ..... .... ............... .......__..._... ..... .............. .... .................. ...................... .. .................. - ...... '..-i....... ................................. ......... . .... ............._... ------------------- --- ..... .... ----- -- -.............. ............... ----- ...-. . ..................... 7,f-. ; -r - r r - -T ^ • T • : , rr+ . T 7 -�- _:-'-� 7.** .- t� f S' 1 t . 4.' - � t {i1-r 'L� i�ll fL...i.�:. [.}1'. . -'� '�.. .'� ` ... .'�'.lifdi'{4`�l .. tkl.{�11•'�i ,(.. s. ,� ..� ?i 5 NOTE: ALL THRU TANK PENETRATIONS SHALL BE BY PRECAST FLEXIBLE BOOTED SEALS SECURED AT EACH END WITH STAINLESS STEEL CLAMPS. 17`-0" 17`-0" 16' -4" 16' -4 " 17'--D' SLUDGE HOLDING MIXING PUMP (1Q.0QQ GALLONS) BARNES 3SE594L. 1/2 HP. 200V 3 PHASE 155 GPM 11 10TDH 8"PVC NITRATE RECYCLE PU TRANSFER BARNES SE411, 4/10HP. 2' GALV- FIXEDam �� ; _ 1755�GPM eS20' TD _ MEDIA D£WATERIN - PUMP DISCHARGE CH00 8Q YC PUt 61SCH, 2" GALV. DECANTIN DEVICE "PVC WASTE - MANUAL LUDGE LINES WINCH 6PVC MJ AI�IALVE 3GALV 1- /4" " A BALL VALVE 11 It It II I I AGATE II VALVE O sPVC ALUMINUM N2UPERNATAU1L " V.FLOW CONTROL RETURN BOX W/ BARSCREEN ::•� --�E 3' FORCEMAIN -- -- --- - - - - - - --- ------ RGENCY INFLUENT "- 1 74 - OV RFLOW 3' FORCEMAIN --- DRIWLINE BACKWASH A - z- - - t 8A u u --F-u u I�r u - - NEMA 4X PR -8 00 PUMP CONTROL - - - - PANEL in 1_1/4 90 -0 ANOXIC 13.100 G -t17='-O't- BALL VALVE 2" GALV A - - - - - - - - COARSE BUBBLE 3'BACKFLUSH - - - - - iSC DIFFUSERS RETURN g" 17'-0'- FLOW QUALIZATION GALLONS) BARNES(10.D0 35Ei�594L+ 1/2 HP, 2N V 3 PHASE 155 GPM a 10'TDH 3' GATE VALVE FOR BACK-UP ALUMINUM I -BAR GRATING AIR TO FLOW EQUALIZATION 3' BRASS OVER FLOW EQUALIZATION. SLUDGE OLDING b ANOXIC BALL VALVE {TYP) TANKS TECHNO CHECK VALVE (TYP) DUPLEX EQUALIZATION PUMPS BARNES 3SE594L. 1/2 HP. 200V PRESSURE RELIEF VALVE (TYP) 3 PHASE 30 GPM a 20' TDH MARINE EXHAUST HOSE ITYP) 4$ 3068 -3" UNION 2' SCH W PVC FiUW MC AM 111�7 An Pvr KNI E ■ =_ BALL VE �EBa=E 5`-10"AERATION-----------�--------- - 3 SCH 40 PVC TO FLOW EQ. ANX„ " (28,�00 GALLLONSITOTALI 4'DIP 31DIP 4"PVC DOROT 2' BACK WASH VALVE ARKA 2' MA4UAL 8ACK WASH FILTE " WASTE LINE 3 PVC 0 o REDUCER O 4 _ Rrntim u AIR R LEASE ! FJ#_ VALVE EE MAIN PLANT AIR BLOWER STiE MAYVVARY) FLOW EQUALIZATION BLOWER (2 REQUIRED) ' S5yT� ROOTS 24-URAI ROOTS 36-URAI YVALVE /ASO 2 HP. 230V. 3 PH. 27 SCFM a 6 PSI 7.5 HP. 230 V. 3 PH. 40 FILTRATION IT 167 SCFM e 6 PSI HEATER DOUBLE 3068 11 ELECTIRCAL AUTODIALER DISTRIBUTION PERC-RITE PANEL "EDP" CONTROLLER � 1 1 PLAN V IEW,- 1 CHECCKKU LYEN BALL 8 12'-8:, 12,-8« 12'-0" 12'-0„ BARNES SE411 4/10HP. 115V-- �3T.5•GPM @ 20' TDH 9'-0' UV DISINFECTION FLOW METERING ALUMINUM I -BAR GRATING OVER DUAL TROJAN 305OK-PTP AERATION. CLAR F ERS. A MINUM ULTRAVIOLET FIXED MEDIA 3 TANK STOP PLATES I i-DISINFECTION UNITS �tmt�mssms �®semi aelss�s- 22j11=141il,�m I ,� IT \ i T dp9dp rm R i BAFFLE-NEMA 4X FRP MIXING PUMP st BEEN & NITRATE RECYCLE PUMP CONTROL PANEL W/ 1 1 SWITCHES & PROGRAMMABLE TIMERS .1 X 60' STATIONARY LOUVER " FLOWPEE R FUSED SERVICE PULSE SEN )ING UNIT EMERGENCY DISCONNECT oo��RR ��}Aq55 GENERATOR CITRD 2V LYETER METER MAIN DISTRIBUTION - PANEL 30 68 ELECTRICAL ROOM 3068 ENLARGER AUTOMATIC TRANSFER SWITCH INITIAL DOSING SETUP DOSE ZONES 1 & Z TOGETHER a 1200 GALLONS/DOSE (12 TIMES PER DAY) DOSE ZONES 3 & 4 TOGETHER a 1200 GALLONS/D0SE(12 TIMES PER DAY) MINUM LLING BAFFLE TWO DUPLEX GFI RECEPTACLE5 1/2' ALUMINUM OTCH WEIR 6" PVC EFFLUENT PIPE A \9 BLOWER ASSEMBLIES: TWO PLANT BLOWERS PROVIDED (ONE OPERATING. ONE STAND-BY) ROOTS URAI-36 BLOWERS AND 7.5 HP. MOTORS 115 SCFM @ 6 PSI EACH (AERATION) 40 SCFM @ 6 PSI EACH (DIGESTER) 8 SCFM TOTAL (SKIMMERS) 4 SCFM TOTAL (GEYSER PUMPS) 167 SCFM C 6.0 PSI TOTAL (PLANT BLOWERS) ONE FLOW EQUALIZATION BLOWER PROVIDED ROOTS URAI-24 AND 2 HP. MOTOR 27 SCFM @ 6 PSI 10,000 GALLON FLOW EQUALIZATION CAPACITY 10.000 GALLON SLUDGE HOLDING CAPACITY 13,100 GALLON ANOXIC CAPACITY (TOTAL) 28,700 GALLON AERATION CAPACITY (TOTAL) 8,080 GALLON CLARIFIERS (TOTAL) 152 SQ.FT. SURFACE SETTLING AREA (TOTAL) 197 GPD PER SQ.FT. SURFACE SETTLING RATE 6.4 HOURS SETTLING DETENTION 1.250 GPD PER LINEAL FOOT WEIR OVERFLOW RATE 120 SQ.FT. FIXED MEDIA TANKS (TOTAL) NOTES: 1. ALL PROCESS PIPING TO BE SCH.40 PVC UNLESS NOTED OTHERWISE. 2. ALL AIRLINE PIPING TO BE SCH.40 GALVANIZED STEEL. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON FLANGED. 3. ALL PIPE SUPPORTS AND BRACKETS TO BE HOT -DIPPED GALVANIZED. A. PRECAST CONCRETE TO BE 5000 PSI AT 28 DAYS. 5. BUOYANCY IS NOT A CONCERN DUE TO THE TANKS INSTALLED ABOVE THE WATER TABLE AND THE PLANT GRADE IS MOUNDED. NEMA 4X FRP MIXING PUMP E.NITRATE RECYCLE. PUMP NEMA 4X FRP CONTROL PANEL W/ HOA PUMP CONTROL SWITCHES & PROGRAMMABLE PANEL TIMERS 3' PVC VENT/ FLOW CONTROL BOX INSPECTION PIPE 3' PVC UNION PUMP DISCONNECT SWITCH FLOWMETER CHART RECORDER FFALUMINUM ELECTRICAL DISCONNECT 2'SCH 40 PVC. BAR SCREEN STAINLESS STEEL CHAIN 3"DIP AIR FROM 6' PVC KNIFE SUPERANTANT PLANT BLOWER 4'PVC SLUDGE RETURN LINE GATE VALVE RETURN MIXING PUMP TOP OF TEE BELOW WATER 144PVC SLUDGE RETURN LINE 3" PVC WYE STAINLESS STEEL " BARNES 3SE594L. 1/2 HP. 200Y PIPE SUPPORT. BEYOND) 3"DIP AIR FROM 4 PVC 3 PHASEISS GPM a 10` TDH LEVEL SKIM FLOATING MATERIAL TYPICAL AIRLIBRACKFT SUPPORT PLANT BLOWER FORCEMAIN STAINLESS - INLET -STEEL- GFI .. 12 2`.�.". WA EL LIFT CHAIN TOP OF PLANT FEtt.5 --- GAP ...... a n a - - ........ ..... ........__. _....... 11 "DIP BACKFLUS 1'-6"%s 1, ...... ....... - 11 TUR FROM AS _ „ 6 PYC INV 9.1 E `' , 10 ............ 50 °° LTE UNIT ,. V e _ . a PVC BAFFLE a a FL0Wk1ETE NOR 10 N •O$ " °' INV .0 UV DISINFECTION . .EMERGE.. ....---- .- •------ ---. .------ P.I[G.T 5 E o^ 9 .-.--................ _............_ .. ._ _ :�.....--•• --�- _...._..._..----- --.......-• - ---- ----�--•-••--�--� • --�--�--�--�--- - �-- - .. .. a ..-�--� ------- •---............-- - �• - INV •T:92 UNl- ... ..... ........---_.. .-......_.., g ALARM LAC ON FE 8 OYERF __- - PVC/AIRLINEO_ ! ,...--.-.--. z ........ .. .......... ... :'......_...a�. TQ 1'BEL0W. _ FIXED MEDIA DECKING Q ..----------- ............... i" - ---------- FNY .$3------------- --- - - _ INV 8.83 - 8 3 I 4Q PVC UfiIP FLUS� NV'9:67 � a w WATER. TYP. a a p6 F E / 8 RETURN LINE TRANSIT - w a a IL w L 7 " W. J STAINLESS STEEL—_=� ' a ! . a• _ �.r Y ..,.,... �. ::,.... - TO. 3 0IP ' . • . _ fihka a a AQdL5iABL) AN L 3...ALUMIAI _ }- ` 7 " y,� • INV 6.83 8"PVC o LIFTING CHAIN ALUMINUM 3'DIP AI ANGLE SUPPORT a ti a o n o a 3 FORCEMAiN INFLUENT rc cc ALL SUBMERGED PIP S �' •----- w '� - TRANSFER..._ ----- - -WE IR.TROUGH ---- FROM PLANT°? BOTTPA UV DISIFECTION 6 _ ........: _....... { c t- { . 6 CONCRETE - _ SEALED S►'t )sOR-N- AL BLOWER � 6 FROM"LIFT"STATION - rc DIVIDER WALL FE 6.00 t STAINLESS STEEL ANGLE INV 6.83 ¢ 9D' 3' o O O o O _-. ..--•------ PIPE -SUPPORT ............. ------- - --------- I- -------- -- ._ ._._ _-t _"'+► ..................... � -•---...._.� ._------- ---- -- ....... ...._ .",46T5T0N.E ADDING g - .. _ .... a e ¢ . _ _ e - A _ St�fO FCQIXt TO' PUMP ...... 5 - - - - - .. _ .. ¢ �` �` o _ .. , t'- > 4' �" LOW WATER LEVEL . .. •-------- ---- -------------------•--------------- -_..._....__TRANSITION_.TQ DIP. ._. .-. �--._ _ .«,.. _ _ _ 4 . z • o .- o07 TANK 4 3"SCH PVC 80 DISCHARGE t- 0 0 O Q O o O 0 Q D T € 3.83 ALUMINUM 22-1/2' - s� .. ..._......?. ................. ; - ----- ------ - ------ - .. ...----•...,_ -- ------....-.. --- 3 -------------------------------------------------- J c ? r J Y-(WITCH WEIR ------------ 3 LRFE BUBBLE v in BARNES SE411. 4 OHP+ 12' 21151E 1-P AS BEDDING 2 - - - - - - .... .. f#3S i9F H E /1_ T srQNELEAD PUMP 0Nl8L0WER TIMER ENABLED FE 0.1 - - �' 4'TYP \tNt ONLY \ 37.5�GPM m ZO'TDH NO BY DATE DESCRIPTION PUMP'OFFIBLOWER •OFF' FE•0-.t3T.�.�.� . _.. ... ..._... __...._ .' ..... 3d -PVC ' 12 -8 1 t BTM 12>22/0S CCEH COMMENTS P UMP .......... _. $iI8lkERSIBLE.PR£SSURE. LEVEi..5EN50R a -----.- ....... ......... ......-- -•-----........................................... ................... ........ BOTTOM FLOW EQUALIZATION ------------ ----------- ----------------- - � ";.' 2 BTM 2/2/06 PUMP CHANGES _ 4 TYP. 60 3 BTM 6/22106 DER COMMENTS BASIN/SiUDGE.I{OLDING.F.E-1...17 �> •..... .. • - > •.._..,._..,_._.,....,.. ,._.. ...._>..:. - •> .. ,....,.... _ 1 , ......... ......... ., .... , .... , _ ...., .. _ 6 "' > > a ' . 1 4 B TM 8/T/06 PUMP HOUSE SIZE C)LA0 N 0 0 o a o 0 _ .. ... ..------------------------------------------ .------------- .... - BOTTOM ANOXIC/AERATION " ti - #2 #57 STONE BEDDING t ...,._,°. a.a•;" a ............................................................................ - l BASIN FE t-:17-------- ----- .._.._.._..._------ .---.---- 3 WASTE TREATMENT PLANT -3..................................................... .....N " A NITRATE RECYCLE PUMP �" 12 457 STONE BEDDING DUPLEX EQUALIZATION PUMPS 6 5 -10 BOTTOM AERATION BASIN FE-1.17 BARNES SE411. 4/10HP. .. BOTTOM CLARIFIER FE -3.78 ............... ..-------------- -BARNES-3SE594L-•-1/2--HP.. 200V.......... ........-- ............. ........................ ........ ----- ......... ......... ............................... .... ...._.... -.1 ......................... . ........... . .. .... t 1 SY. t PHASE ...,} 3 PHASE 3.Q-.:GPM t! 22'--_TDH 37.5 GPM a 20' TDH 0 a o -5 •.............................................................................---------------...._. --- --------- -----------......_...._......,------------------------------ ..,._...-.,_..----------......----..-....._.._._.............................._.,... ...-- - ..,.... U 7 r ]� 12 SO. C THE PRESER SECTION A-H 12" #57 STONE BEDDING D4V�SIC)N COASTAL MANAGEM CLIENT: INDIAN BEACH ACQUISTION LLC DESIGNED: C % o RDC WHISTLER INVESTMENT GROUP DRAWN: ,e�,.."G•e�,�� ADDRESS: 8414 FALLS OF NEUSE RD RDC °° RALE I GH, NORTH CAROL I NA 27615 CHECKED: ci�ES`S/o ; PHONE: 919-844-9025 RDC sh`A� r STROUD ENGINEERING F.A. APPROVED: t]v�3 7k ' RDC :0 040 26151A HIGHWAY 24 SHEET # C10 OF 11 EHEAD CITY, N.C. 28557 DATE: %.g •a�!G�NEE4:••' ltr�.MGR PROJECT #: PM1589 •,, Ca •�•• 7-7479 12/12/05 SCALE: QNALD D• CULL PHER .E."sl'o' DESIGN FILE #:TREATMENT PLANT. OGN - - T a r r y-, z- -77. . r'��1. 1 ��f �I ,f h l.';q\' V:I jl, (I r/�-.•tY�, i. �� j1 1�. �1i h' �1�,- 1 eI j 14 1 r kt. • tl� r ..-� .11 :iy;,' t� I .., i l,� 1.! Sk �1. ilA�y� {{ II '<1 ttis. 'CAI . . . [.' 1.. .�., !: .- .. 'a, 1K�.';'n:Yi�m,-�y!•ry. s,t r��: t:r. rr .l s,r l,r t1 22j11=141il,�m I ,� IT \ i T dp9dp rm R i BAFFLE-NEMA 4X FRP MIXING PUMP st BEEN & NITRATE RECYCLE PUMP CONTROL PANEL W/ 1 1 SWITCHES & PROGRAMMABLE TIMERS .1 X 60' STATIONARY LOUVER " FLOWPEE R FUSED SERVICE PULSE SEN )ING UNIT EMERGENCY DISCONNECT oo��RR ��}Aq55 GENERATOR CITRD 2V LYETER METER MAIN DISTRIBUTION - PANEL 30 68 ELECTRICAL ROOM 3068 ENLARGER AUTOMATIC TRANSFER SWITCH INITIAL DOSING SETUP DOSE ZONES 1 & Z TOGETHER a 1200 GALLONS/DOSE (12 TIMES PER DAY) DOSE ZONES 3 & 4 TOGETHER a 1200 GALLONS/D0SE(12 TIMES PER DAY) MINUM LLING BAFFLE TWO DUPLEX GFI RECEPTACLE5 1/2' ALUMINUM OTCH WEIR 6" PVC EFFLUENT PIPE A \9 BLOWER ASSEMBLIES: TWO PLANT BLOWERS PROVIDED (ONE OPERATING. ONE STAND-BY) ROOTS URAI-36 BLOWERS AND 7.5 HP. MOTORS 115 SCFM @ 6 PSI EACH (AERATION) 40 SCFM @ 6 PSI EACH (DIGESTER) 8 SCFM TOTAL (SKIMMERS) 4 SCFM TOTAL (GEYSER PUMPS) 167 SCFM C 6.0 PSI TOTAL (PLANT BLOWERS) ONE FLOW EQUALIZATION BLOWER PROVIDED ROOTS URAI-24 AND 2 HP. MOTOR 27 SCFM @ 6 PSI 10,000 GALLON FLOW EQUALIZATION CAPACITY 10.000 GALLON SLUDGE HOLDING CAPACITY 13,100 GALLON ANOXIC CAPACITY (TOTAL) 28,700 GALLON AERATION CAPACITY (TOTAL) 8,080 GALLON CLARIFIERS (TOTAL) 152 SQ.FT. SURFACE SETTLING AREA (TOTAL) 197 GPD PER SQ.FT. SURFACE SETTLING RATE 6.4 HOURS SETTLING DETENTION 1.250 GPD PER LINEAL FOOT WEIR OVERFLOW RATE 120 SQ.FT. FIXED MEDIA TANKS (TOTAL) NOTES: 1. ALL PROCESS PIPING TO BE SCH.40 PVC UNLESS NOTED OTHERWISE. 2. ALL AIRLINE PIPING TO BE SCH.40 GALVANIZED STEEL. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON FLANGED. 3. ALL PIPE SUPPORTS AND BRACKETS TO BE HOT -DIPPED GALVANIZED. A. PRECAST CONCRETE TO BE 5000 PSI AT 28 DAYS. 5. BUOYANCY IS NOT A CONCERN DUE TO THE TANKS INSTALLED ABOVE THE WATER TABLE AND THE PLANT GRADE IS MOUNDED. NEMA 4X FRP MIXING PUMP E.NITRATE RECYCLE. PUMP NEMA 4X FRP CONTROL PANEL W/ HOA PUMP CONTROL SWITCHES & PROGRAMMABLE PANEL TIMERS 3' PVC VENT/ FLOW CONTROL BOX INSPECTION PIPE 3' PVC UNION PUMP DISCONNECT SWITCH FLOWMETER CHART RECORDER FFALUMINUM ELECTRICAL DISCONNECT 2'SCH 40 PVC. BAR SCREEN STAINLESS STEEL CHAIN 3"DIP AIR FROM 6' PVC KNIFE SUPERANTANT PLANT BLOWER 4'PVC SLUDGE RETURN LINE GATE VALVE RETURN MIXING PUMP TOP OF TEE BELOW WATER 144PVC SLUDGE RETURN LINE 3" PVC WYE STAINLESS STEEL " BARNES 3SE594L. 1/2 HP. 200Y PIPE SUPPORT. BEYOND) 3"DIP AIR FROM 4 PVC 3 PHASEISS GPM a 10` TDH LEVEL SKIM FLOATING MATERIAL TYPICAL AIRLIBRACKFT SUPPORT PLANT BLOWER FORCEMAIN STAINLESS - INLET -STEEL- GFI .. 12 2`.�.". WA EL LIFT CHAIN TOP OF PLANT FEtt.5 --- GAP ...... a n a - - ........ ..... ........__. _....... 11 "DIP BACKFLUS 1'-6"%s 1, ...... ....... - 11 TUR FROM AS _ „ 6 PYC INV 9.1 E `' , 10 ............ 50 °° LTE UNIT ,. V e _ . a PVC BAFFLE a a FL0Wk1ETE NOR 10 N •O$ " °' INV .0 UV DISINFECTION . .EMERGE.. ....---- .- •------ ---. .------ P.I[G.T 5 E o^ 9 .-.--................ _............_ .. ._ _ :�.....--•• --�- _...._..._..----- --.......-• - ---- ----�--•-••--�--� • --�--�--�--�--- - �-- - .. .. a ..-�--� ------- •---............-- - �• - INV •T:92 UNl- ... ..... ........---_.. .-......_.., g ALARM LAC ON FE 8 OYERF __- - PVC/AIRLINEO_ ! ,...--.-.--. z ........ .. .......... ... :'......_...a�. TQ 1'BEL0W. _ FIXED MEDIA DECKING Q ..----------- ............... i" - ---------- FNY .$3------------- --- - - _ INV 8.83 - 8 3 I 4Q PVC UfiIP FLUS� NV'9:67 � a w WATER. TYP. a a p6 F E / 8 RETURN LINE TRANSIT - w a a IL w L 7 " W. J STAINLESS STEEL—_=� ' a ! . a• _ �.r Y ..,.,... �. ::,.... - TO. 3 0IP ' . • . _ fihka a a AQdL5iABL) AN L 3...ALUMIAI _ }- ` 7 " y,� • INV 6.83 8"PVC o LIFTING CHAIN ALUMINUM 3'DIP AI ANGLE SUPPORT a ti a o n o a 3 FORCEMAiN INFLUENT rc cc ALL SUBMERGED PIP S �' •----- w '� - TRANSFER..._ ----- - -WE IR.TROUGH ---- FROM PLANT°? BOTTPA UV DISIFECTION 6 _ ........: _....... { c t- { . 6 CONCRETE - _ SEALED S►'t )sOR-N- AL BLOWER � 6 FROM"LIFT"STATION - rc DIVIDER WALL FE 6.00 t STAINLESS STEEL ANGLE INV 6.83 ¢ 9D' 3' o O O o O _-. ..--•------ PIPE -SUPPORT ............. ------- - --------- I- -------- -- ._ ._._ _-t _"'+► ..................... � -•---...._.� ._------- ---- -- ....... ...._ .",46T5T0N.E ADDING g - .. _ .... a e ¢ . _ _ e - A _ St�fO FCQIXt TO' PUMP ...... 5 - - - - - .. _ .. ¢ �` �` o _ .. , t'- > 4' �" LOW WATER LEVEL . .. •-------- ---- -------------------•--------------- -_..._....__TRANSITION_.TQ DIP. ._. .-. �--._ _ .«,.. _ _ _ 4 . z • o .- o07 TANK 4 3"SCH PVC 80 DISCHARGE t- 0 0 O Q O o O 0 Q D T € 3.83 ALUMINUM 22-1/2' - s� .. ..._......?. ................. ; - ----- ------ - ------ - .. ...----•...,_ -- ------....-.. --- 3 -------------------------------------------------- J c ? r J Y-(WITCH WEIR ------------ 3 LRFE BUBBLE v in BARNES SE411. 4 OHP+ 12' 21151E 1-P AS BEDDING 2 - - - - - - .... .. f#3S i9F H E /1_ T srQNELEAD PUMP 0Nl8L0WER TIMER ENABLED FE 0.1 - - �' 4'TYP \tNt ONLY \ 37.5�GPM m ZO'TDH NO BY DATE DESCRIPTION PUMP'OFFIBLOWER •OFF' FE•0-.t3T.�.�.� . _.. ... ..._... __...._ .' ..... 3d -PVC ' 12 -8 1 t BTM 12>22/0S CCEH COMMENTS P UMP .......... _. $iI8lkERSIBLE.PR£SSURE. LEVEi..5EN50R a -----.- ....... ......... ......-- -•-----........................................... ................... ........ BOTTOM FLOW EQUALIZATION ------------ ----------- ----------------- - � ";.' 2 BTM 2/2/06 PUMP CHANGES _ 4 TYP. 60 3 BTM 6/22106 DER COMMENTS BASIN/SiUDGE.I{OLDING.F.E-1...17 �> •..... .. • - > •.._..,._..,_._.,....,.. ,._.. ...._>..:. - •> .. ,....,.... _ 1 , ......... ......... ., .... , .... , _ ...., .. _ 6 "' > > a ' . 1 4 B TM 8/T/06 PUMP HOUSE SIZE C)LA0 N 0 0 o a o 0 _ .. ... ..------------------------------------------ .------------- .... - BOTTOM ANOXIC/AERATION " ti - #2 #57 STONE BEDDING t ...,._,°. a.a•;" a ............................................................................ - l BASIN FE t-:17-------- ----- .._.._.._..._------ .---.---- 3 WASTE TREATMENT PLANT -3..................................................... .....N " A NITRATE RECYCLE PUMP �" 12 457 STONE BEDDING DUPLEX EQUALIZATION PUMPS 6 5 -10 BOTTOM AERATION BASIN FE-1.17 BARNES SE411. 4/10HP. .. BOTTOM CLARIFIER FE -3.78 ............... ..-------------- -BARNES-3SE594L-•-1/2--HP.. 200V.......... ........-- ............. ........................ ........ ----- ......... ......... ............................... .... ...._.... -.1 ......................... . ........... . .. .... t 1 SY. t PHASE ...,} 3 PHASE 3.Q-.:GPM t! 22'--_TDH 37.5 GPM a 20' TDH 0 a o -5 •.............................................................................---------------...._. --- --------- -----------......_...._......,------------------------------ ..,._...-.,_..----------......----..-....._.._._.............................._.,... ...-- - ..,.... U 7 r ]� 12 SO. C THE PRESER SECTION A-H 12" #57 STONE BEDDING D4V�SIC)N COASTAL MANAGEM CLIENT: INDIAN BEACH ACQUISTION LLC DESIGNED: C % o RDC WHISTLER INVESTMENT GROUP DRAWN: ,e�,.."G•e�,�� ADDRESS: 8414 FALLS OF NEUSE RD RDC °° RALE I GH, NORTH CAROL I NA 27615 CHECKED: ci�ES`S/o ; PHONE: 919-844-9025 RDC sh`A� r STROUD ENGINEERING F.A. APPROVED: t]v�3 7k ' RDC :0 040 26151A HIGHWAY 24 SHEET # C10 OF 11 EHEAD CITY, N.C. 28557 DATE: %.g •a�!G�NEE4:••' ltr�.MGR PROJECT #: PM1589 •,, Ca •�•• 7-7479 12/12/05 SCALE: QNALD D• CULL PHER .E."sl'o' DESIGN FILE #:TREATMENT PLANT. OGN - - T a r r y-, z- -77. . r'��1. 1 ��f �I ,f h l.';q\' V:I jl, (I r/�-.•tY�, i. �� j1 1�. �1i h' �1�,- 1 eI j 14 1 r kt. • tl� r ..-� .11 :iy;,' t� I .., i l,� 1.! Sk �1. ilA�y� {{ II '<1 ttis. 'CAI . . . [.' 1.. .�., !: .- .. 'a, 1K�.';'n:Yi�m,-�y!•ry. s,t r��: t:r. rr .l s,r l,r t1 TOP OF ROOF SLAB FFE I l9r4" EIGHTH FLOOR FFE ION' SEVENTH FLOOR FFE V4* SIXTH FLOOR _ FFE W-r FIFTH FLOOR FFE 75-r FOURTH FLOOR FFE 8.5-C THIRD FLOOR_ FFE 5V4r SECOND FLOOR FFE44'4r _ FIRSTFLOOR FFE 374r C7 CL U w H x Q W Q -a LL O w 03 Z O U O co 2 w CL Z w 0 w 0) w w a- x w w 2 H 0 Z Z H m O H Dr IL O a d' O F LLLt N y Q Lu m O H Lu w Lu Q O Z UPPER GARAGE fmm FFE21'4r co a LOWER GARAGE w FFE 1z-T Wx r x c� rY Lu w (L O CL D_' C) w 7[ � 0 to U3 i -i a ,- w > O 3 M Z 0 w w a cn Lu w a x LLi Tn U 16' 8' 0 16' 32' c Q 0 SCALE: 1" = 16' cm O JR 6 Q �Iw Lo M C*� COO coo T` U Z rn .0 rwwr © n as co Q 0 3 w Ln a) M60 o o J cu ■wlw�� s > i ■o cn QD 0 z i co U CQ L (D 4) m (D cu rr� .�`��► C A1R0,�''. O .•'vN'Qsc�,o�;. y * N 0839 2 wf o DATE PROJECT: 05079 9-7-06 REVISIONS: DRAWN BY: MAL 3HECKED BY: CONTENT: BUILDINGS 1 PROPOSED GRADE CROSS-SECTION EXHIBIT X1,2 � 'I I"'�� i '•;� r *�, ,. i � �'� i 5i�'� j�' ii 65�i1�1yy��,� .�; j;