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HomeMy WebLinkAbout125-22 Residence at 9th LLC Oversized PlansSHEPARDI STREET LOT # NC CAMA BUA*(SF ) NCDEQ BUA*(SF ) LOT # NC CAMA BUA*(SF ) NCDEQ BUA*(SF ) 1 1900 1900 14 1646 2250 2 1700 1700 15 1680 1900 3 1700 1700 16 1680 1900 4 1700 1700 17 1680 2200 5 1700 1700 18 1680 2200 6 1700 1700 19 1680 2200 7 1700 1700 20 1680 2200 8 1700 1700 21 1680 2200 9 1900 1900 22 1750 1750 10 1750 1750 23 1750 1750 11 1750 1750 24 1750 1750 12 1330 1700 25 1750 1750 13 1766 2400 I 4 IN THE CASE OF A LOT WITHIN CAMA'S REGULATED 75' AEC, WHERE THE DIVISION OF COASTAL MANAGEMENT CALCULATES A -� 4' 20 10 0 20 qp DIFFERENT MAXIMUM ALLOWABLE BUILT -UPON AREA FOR THAT LOT SHEET Cl OF 8 I rl-�� ''1 1 1 1 THAN IS SHOWN HEREIN, THE GOVERNING MAXIMUM BUILT -UPON PROJECT # 636-105 AREA FOR THAT LOT SHALL BE THE MOST RESTRICTIVE OF THE TWO. BUILT -UPON AREA MORE THAN NC CAMA BUA SHOWN IN THE DESIGN FILE: 636-105/PM636-105 Construction Plans.dgn SCALE: 1 = 20 TABLE REQUIRES ADDITIONAL ENGINEERING AND PERMITTING. ELM] LJ Hog Uum LON H DI @,an T RlVEll Non _�JE PEE ED p PP pl mrmm Ir" SUGARLOAF ISLAND VICINITY MAP SITE DATA TOTAL AREA = 2.433 ACRES (105,961.71 SF) TOTAL NUMBER TOWNHOME LOTS = 25 EACH TO PROPOSED BULKHEAD MAXIMUM ALLOWABLE DENSITY = 36 UNITS/AC EXISTING BUA = 80.971 SF PROPOSED DENSITY = 10.27 UNITS/AC AVERAGE LOT SIZE = 2,534.45 SF AREA WITHIN 75'AEC = 33,165 SF SMALLEST LOT SIZE = 1,757.4 SF EXISTING BUA WITHIN 75'AEC = 16,899 SF MAXIMUM HEIGHT = 70' ALLOWABLE 30% BUA 75'AEC = 9,949 SF PROPOSED MAXIMUM HEIGHT = 50' PROPOSED BUA 75'AEC = 17,180 SF ALLOWABLE FAR = 158,942.5 SF MAXIMUM FAR PER UNIT = 6,357 SF REDEVELOPMENT BUA OVER EX BUA = 9,723 SF REQ'D BUA TO TREAT FOR 30% = 7,231 SF REQ'D 1.5" TREATMENT VOLUME = 904 CF TREATMENT VOL R-TANK LD = 4.22 CF/MODULE REQ'D NUMBER OF MODULES = 215 MODULES PROV'D NUMBER OF MODULES = 216 MODULES PROV'D TREATMENT VOLUME = 911 CF PROPOSED BUA TOTAL LOTS 1-25 = 47,350 SF STREET = 18,920 SF COMMUNITY AMMENITY = 10,000 SF FUTURE MISC= 4,700 SF TOTAL = 80,970 SF SETBACKS FRONT = 10' SIDE = 10' REAR = URBAN WATERFRONT SIDE ON CORNER = 10' REQUIRED PARKING 25 UNITS @ 2 SPCS/UNIT = 50 SPCS 1 SPC/6 UNITS = 5 SPCS TOTAL SPACES = 55 SPCS PARKING PROVIDED = 55 SPCS NOTES 1. ALL PARKING SPACES SHALL MEET THE SIZE REQUIREMENTS OF 9'WIDTH X 18'LENGTH. 2. BOUNDARY, TOPOGRAPHY & EXISTING CONDITIONS INFORMATION TAKEN FROM DIGITAL FILE PROVIDED AND SURVEYED BY E. GLENN CORBETT, PLS OF THE CULLIPHER GROUP,PA. 3. PLAT NOT FOR RECORDING. ALL STAKING AND LOT INFORMATION TO BE VERIFIED BY A PROFESSIONAL LAND SURVEYOR. 4. PROPERTY IS LOCATED WITHIN FLOOD ZONE AE8. REFERENCE FIRM COMMUNITY PANEL NO 3720638600J DATED JULY 16, 2003. 5. PROPOSED COMMUNITY MARINA. BOAT SLIPS AS AUTHORIZED BY NCDCM IN THE FUTURE. NO LEASING OR RENTING OF SLIPS ALLOWED TO ANYONE NOT RESIDING AT THE RESIDENCES AT BASK. NO COMMERCIAL USES PROPOSED OR ALLOWED. PRIVATE RESIDENTIAL DOCKING ONLY. (NOTE: THE TOWN OF MOREHEAD ORDINANCE TECHNICALLY CLASSIFIES THIS AS "RECREATION USE, OUTDOOR (MARINA)) 6. PROJECT IS REDEVELOPMENT OF AN URBAN WATERFRONT. VEGETATED SETBACK EXEMPT PER SESSION LAW 2008-211 SECTION 2(e) 7. THE PROJECT STATE STORMWATER PLAN WILL BE COMPLIANT WITH SECTION 13-3 OF THE UNIFIED DEVELOPMENT ORDINANCE. NO STORMDRAINS OR DITCHES ARE PROPOSED FOR THIS PROJECT AS IT WOULD BE IN VIOLATION OF THE CRITERIA FOR STORMWATER REDEVELOPMENT. NO WETLANDS REVISIONS: No. BY DATE DESCRIPTION EXIST ON SITE I GYT 7126122 MARINA DIMENSIONS 2 GYT 7/27/22 BOUNDARY TEXT PERM I TTEE :RESIDENCE AT 9TH , LLC ADDRESS: 1 2 5 H O R T O N DRIVE 3 GYT 8/9/22 REMOVED PLATFORM MOREHEAD CITY, NC 28557 4 GYT 9/22/22 75'A �D REV 8U PHONE: 252-726-1 005 1 5 1 GYT 191291221 ADDED RTANKS REDEVELOPMENT SITE PLAN ESIDENCES AT BAS K A TOWNHOME COMMUNITY MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA CLIENT: A -TEAM ENTERPRISES, LLC DESIGNED: ADDRESS: 125 HORTON DRIVE RDC/GYT DRAWN: MOREHEAD CITY, NC 28557 RDC/GYT CA,RII�PHONE: 252-247-9568 CHECKED: THE CU]LlLIP H[]ER GROUP, P.A . 2:•'a4 ° 9 y ; APPROVED Q r ; _ ENGINEERING & SURVEYING SERVICES 13a 3 : _ 151A HIGHWAY 24 RDC MOREHEAD CITY, N.C. 28557 DATE: 773-0090 LICENSE NO. C-4482 AVGItNf.�' �� J ! 6/9/22 "'44D ' ' �,�.��_�1 i �� S CAL E �`/0111 C� +`\�� BONA LD CUL LIP H[]ER, P.E. 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' n n •-. n n e n -. h «A � n « p n e . n • h h «. A « / I ( l I 1 \ / —�_ '.. A A 'A- 'A- 'A. "t .A- A A' A A- A' '.A A A A- A- A A A' �/ I 1 \ _ __�_ / - _ yt 11 \I \1 \I \ -(--- I \\ // --- -- - 14t A« M1«n'-^ A` 'A`R n ^ A" ^ A"n A A"n '/� '/ \ \ \ \ \ - � - \ / - - - - - - G _ - _ _ - ' 14 . r . n •• n n ' n n � n n ^ n - ' n « fi n ^ art " � / / /' / \ \\\\\\ \ --{_- Q \ / __--- -__--� i -- :•I'III �.\ % n• A .n A a A �/ i/ \ \� \\ __�-. \ \------------ - ---_-- ---------_--_ 3.0 _-- ///////=. 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INV -1.7', I \ I Ic I /1 I I I I EXDI GRATE 2.2 I INV -1.73 I II I I I�1 I I I 1 EXDI ' IGRATE 2.4f IINV -1.71' I I I I I II I I � I I I I I I 1 \ I \ I I \ I/ I \ I ^01 1 I EXDI GRATE 2.42' I INV -1.93' I I I I I I I I I I I I I I I I I I \ I �I / i I ' — --- 2 5-------- F E 10.20 T �'' ✓� >�� 10- I I '• 10 I I FE 10 20 / V I V(P ' A 0 10 m 20 ' 7:0 --� 5-� 9 3. FE 9 1 -- R-TANK SYSTEMI II 7 y i n 1 - MODULE TYPE= LD 10:2� 9 /' a0_II 7 I --- . '. FE 1 I 6 CCOVERITY6"-126 j L ------ L MIN 4„ __ ' _---1 J VOLUME 911.5 CF I 1I PIPING, 6.5 q�-- _ -- /i =- ' INSPECTION - �. --- -6 1 PORT__---12---- _-- /�/ �v�_ ��I ✓'I -- 5 ��rlll q- „PERFORATED CPP 6 5 --""_�j 3-'"-._--_-.___. dl t MIN 4 — —..- . _. �a �---- 6.2 - —1 — _ — _ — F { { F F _ t=} F t ' J £ t / ■ H ✓ i _ . / PIPING. - 6.1 / ' ----� _.. -''- J -�� - _. _.OR,E AT PERF-.--------- 6 v. v. i J 82 :„ rF F i. tit t �t .. Alt r'q t F 1 / / — ` i 6 . D. j ,. t , : a•. / — - — T P F / - :., � . - \`,... . , ,. X t ..... i {; F .'': � \: :mil' L...,JG, t }\�st 3 '�4 ' t/; t t t � `, ✓{ t ' v�{/ � r i -._.RETAINING ,�-.-,,,. _ _ ►+r' / :� . - , <. } F } :it F ` , z i I F ✓t i 'v { 1 r.' / U / -- L==t�,A� - • -- ----- - e v �'v. r ,/?Ly�{�,t.� AF t/. `Ni✓�t i4 WALL 6 D - - - - , : s „ " ..., f \ / : - , ✓ _ : ; `: ✓ I F , I [ ./.:: . i : i } t ✓; ! F�-':�:..�{�`+) 4.'V:Z.i F F>F %{'FI i; :/F.�F./ Y'Y:l✓ a� I i�:''E.t` / V10,� : t u . , .-._ : , A - •: !: / ✓,_ F } � .F } ;,. F } F' . , `i F } ./� I , � , T '` t�1., '.�.,, t , ' !.�i , ',V` ; >•.`�il, �? ' � - � ; f°�Ct , i ' ��- I�-'i-' , { i i F�r� . 'a }\ � `.V ? . z d^q, � } ✓; "^c`-�...,.. :r�"�"i'� _ �7�£ \ Z'i`i � y r i � y v � / �' / � ' _ - -/ / � / _ � � -i J _—... � — — — — ,._t.c;;ti_ \ •,—L�L.. —...�— — — �,/ 1 i\� � ,� t M � � � :'\.fit\ - '`\ '� � � i' � �Gj' i ' t,,' � �' /' // / � i _ - ) � � / -- — — 1. / r/R.. `•�/ r,L�,t i _ ...ter%' �', — \ �'i� ti i i/i i' i'/' ; / ' \ /' e \� -/ 6 1�1__r ' /- �'IO'i-/- 1I - 1 ' ( /-/''o' G\A DREDGE LIMITS — — — — — — — — — .-/''�'-/-/''' (450C1�,' 5' ,- '� ----- ��'' 0� -/ - �.5' -/-/-/ H� /- 1 111111/// LU I , ��� --- ,' - 8 4 SEAL 343 _--g-—— "" MORE y' ---- �,� • - -�''- 20 10 0 20 40 q R A O,y �NGINE�� . k. ffM SHEET C3 OF 8 - ; I,- ,� �,�'' ___10------ ./'' J ''�/ �� . / o p cup-�-` //1111,1\� PROJECT # 636-105 J' DESIGN FILE: 636-105/PM636-105 Construction Plans.dgn SCALE: 1"= 20' MINIMUM OF 7,231SF OF ROOF AREA TO BE DIRECTED TO R-TANK SYSTEM, ADDITIONAL BUILDNGS MAY REQUIRE CONNECTION TO R-TANK SYSTEM IF SQUARE FOOTAGE CANNOT BE MET BASED ON ACTUAL ROOF DESIGN. NOTE; EXISTING AND N THE WATER PROPOSED CONTOURS REPRESENT DEPTH AT NORMAL LOW WATER (NLW) AND ARE NOT RELATIVE TO NAVD 88, PERMITTEE:RESIDENCE AT 9TH, ADDRESS: 125 HORTON DRIVE MOREHEAD CITY, NC PHONE: 252-726-1005 LLC 28557 REVISIONS: ,I,,�,I,,�, 0. DRIVEWAYS COMPACTED COMPACTED X951-SUBGR•1 F/011SPIMI-SUBGRADE SECTIONASPHALT •SECTION SCALE: NOT TO SCALE ASPHALT & CONCRETE SECTION 5' WIDTH 3000 PSI CONCRETE E-- 2% MAXIMUM CROSS SLOPE AA AAx, , A', • �, a+; � a Au xar u A u' a� ��" •auuaiAUAas' ka';x.'kr: a'1'',r' ,,rrrre;rx{,rrxrx'•xrrxrrs'.r':rr r'rx'; r'''r'rrx,�,,rr'rrw's'r'r'm'r'r'.e'r'r'r'.r'xr'. r' r%rar''.�%r'k,''k''k'A'4'k'k'�''k"�x' „ 4 A�'A{' �A A AAA �(,+.AA AAA�,{•'A�1.AAAAAAAA,{A'A�AA�A" �.AA, , A,r' A A a"; A-` �:A�,+.AA v$7L" - X'��������it'�,���R'YYKYY�C'YYY�Y��YYLYY'�' - - . �}•.�'.�'� `r�`r��x .><'�yL•'��•�,Y � 1,\ n' � , � ?` �5 � .m".'' q`; �'L� i t i , /:`--77777-1�t �- \��p,}Jj/jf/ f�1�D:1�- d" +q4.,�• \£, € £, ix \X/" "x\ JOINT SEALER R ire, rwx'�.r+.r•'rr."t5r r'•'+„'^-'''iryr•:'rrr"'4,'r.-�w✓r rrr'.rr',a'",', rr>Nrr xrr',�K r.' ry r�''.v+"r`r°"rr✓u",rr-`y,;-y,Kr va, r w'yv�v�w 4 112•­�_ JOINT FILLER TRANSVERSE EXPANSION JOINT IN SIDEWALK SCALE: NOT TO SCALE NOTE: A 1,2' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. A 1,2' EXPANSION JOINT SHALL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 1/ „ 8 121111111.M..,aa����� iA iA'�A�'hA"'7b`�xb''�AFh�h�'AAh�✓'k%s'k'h'kalysx47i�hyf�7s,, '�.�y4 "kiqs,�ahiiiisiiYii' GROOVED JOINT IN SIDEWALK SCALE: NOT TO SCALE NOTE: A GROOVED JOINT 1" DEEP WITH 1,8' RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS SCALE: NOT TO SCALE TYPICAL CONCRETE SIDEWALK EX. EDGE OF PAVEMENT 2-3 INCH WASHED STONE (6" THICK)0 °0 ��o� �no ��o060 %� �aou0 0.��0°�0 �� n° o °�0000�0° con,. 50' MINIMUM EXISTING IMPROVED ENTRANCES, ADDITIONAL ENTRANCES PER DETAIL ONLY AS NEEDED SCALE: NOT TO SCALE STONE CONSTRUCTION ENTRANCE EL 6.00 4" CEMENT MORTAR CAP OR OTHER AS DESIRED I III- l BOND BEAM 2-#5 BARS 2 112 " JOINT REINFORCEMENT (NOTE 2) x c� w x 8"MASONRY BLOCK sl #3 V-BARS @ 32"O.C. NOTES: 1. DOWELS SHALL BE AT LEAST EQUAL E IN SIZE AND SPACING TO V-BARS, SHALL PROJECT A MINIMUM OF 30 BAR h DIAMETERS INTO THE FILLED BLOCK CORES. AND SHALL EXTEND TO THE TOE OF THE FOOTING. I 2. JOINT REINFORCEMENT CONSISTING OF 9 ga. LONGITUDINAL WIRES AND 3/16" ? CROSS RODS SHALL BE PROVIDED AT 8" CENTERS VERTICALLY. FINISHED \:.. GRADE VARIES + ` I I I #3 X-BARS @ 27 "O. C 8„ N EL 0.33 #3 DOWELS @ 32"O.C. N (NOTE 1) 2'-4" M SCALE: NOT TO SCALE BLOCK RETAINING WALL SHEET C6 OF 8 PROJECT # 636-105 DESIGN FILE: 636-105/PM636-105 Construction Plans.dgn B'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE 6'MAX.EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE STEEL POST -41 I WIRE FENCEse)I:epe???::::: �:::II...I ..II.M.- :I:::...... :...............I WIRE FENCE STEEL POST FILTER FABRIC BACKFILL TRENCH AND COMPACT THOROUGHLY JV NATURAL PLASTIC OR - .._._I-,:_-1.- oc° °°o°° GROUND WIRE TIES L.a; !-I_1:.- . -1.1.1 ° ° 0 0 °° °Oo° UPSLOPE ° �"MIN NATURAL o°O o o ° o° 8"MIN GROUND 24" °o ° ° O° IV Jv j 1.o ° ° ° ° °° 11 IIII:'ilf Il 'III ° " " ' ' ''''''•'8"DOWN *8: 4"'.'II III `11'=III III I o 0 0 ............ :::..... •' :FORWARD ALONG*.::::• :1 I -THE TRENCH •� II II 24" II FILTER II II FABRIC CROSS SECTION II II VIEW II II II II LI LI RESULTANT THRUST AT FITTING AT 150 P.S.I. WATER PRESSURE TOTAL POUNDS NORMAL PIPE DIA DEAD END 90' BEND 45' BEND 22 1/2' BEND 11 1/4' BEND 4" 2,700 3.800 2.100 11100 530 6" 5.600 81000 4.300 2.200 11100 8" 9.700 13.600 7.400 3.600 11900 10" 14.500 20.500 11.100 5,700 2.800 12" 20.500 29,000 15,700 81000 4.000 14" 27,600 39.000 21.100 11.000 5,400 16" 35.700 50.400 27.300 14,000 7.000 18" 44,800 63,400 34.400 17.500 8.800 20" 55.000 77.800 42.100 21,500 10.800 24" 78.500 111.000 60.000 31.600 15,400 30" 120.800 170.600 98,300 47,100 23.600 36" 172.800 274.400 132.300 67,500 33.900 42" 233.300 330.000 178,600 91,000 45,700 48" 304.000 430.000 232,700 118,600 59,800 54" 384.100 543.200 294,000 149.000 75.300 FORD BRAND DUAL CHECK(HHS31-323-NL), ATTACH 6"BRASS NIPPLE(NOT SHOWN) TO DUAL CHECK & BALL VALVE (HAMMOND 8901). INSTALL 10"ROUND 10"x19NICOR OVAL LID WITH PLASTIC SHUT OFF BOX fOR CUT-OFF OUTSIDE OF SENSUS RADIO RECESS \^' THE METER BOX (NOT SHOWN). MBX-1 METER BOX. 10X19 N1COR OVAL LID WITH SENSUS RECESS / ANGLE METER STOP WITH / 5/8"x 3/4"SENSUS iPERL OR LOCK WINGS accuStream METER WITH ( ) SENSUS RADIO 1" SERVICE LINE. SDR 9. 200 PSI, CTS SUPPORT METER BOX AT GROUND 1"CORPORATION STOP LEVEL WITH 4 SOLID BRICKS SERVICE SADDLE (FORD F 1000-4 ) (FORD FC101) NOTES: 1. 36" MINIMUM COVER EXCEPT UNDER DITCHES. 2. ENCASE SERVICE LINE IN PVC PIPE WHEREVER SERVICE LINE IS INSTALLED UNDER PAVEMENT. © 3. COORDINATE WITH TOWN OF MOREHEAD CITY FOR INFORMATION ON METER TYPE, SIZE, AND LOCATIONS. 4. FORD STAINLESS INSERTS (INSERT 521 SHALL BE INSTALLED 1N SERVICE TUBING. 5. USE 14 GAUGE SOLID COPPER WIRE FROM CORPORATION TO METER BOX. LOCATING TAPE MAY BE SUBSTITUTED WITH TOWN APPROVAL. SCALE: NOT TO SCALE INSTALLATION NOTES: BEARING LOAD 7 INDIVIDUAL WATER METER SET (3/4") SOIL (LB./SQ FT.) 1. THRU LINE CONNECTION, TEE 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. K MUCK 0 2. THRU LINE CONNECTION. CROSS USED AS TEE. 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. SOFT CLAY 1.000 1.500 3. DIRECTION CHANGE, ELBOW M H RING 8 COVER USF 753 RING MV-ORS COVER, 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS SILT 3.000 WITH CAMLOCK. WATERTIGHT GROUT SEAL AND TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. SANDY SILT 4, CHANGE LINE SIZE. REDUCER 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. SAND 4,000 5. DIRECTION CHANGE. TEE USED AS ELBOW FINISHED GRADE INFI-SHIELD UN1-BAND ON THE OUTSIDE OF THE 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO SANDY CLAY HARD CLAY 6.000 9.000 6. DIRECTION CHANGE. CROSS USED AS ELBOW MANHOLE SEALING THE JOINT BETWEEN THE RING AND THE MANHOLE OR APPROVED EQUAL. HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 7. DIRECTION CHANGE 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. TOP OF PAVEMENT 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET. FRONT WHEEL OF THE TRACTOR. SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, THEN APPROXIMATE VALUES FOR VARIOUS TYPES OF SOILS ARE LISTED IN THE TABLE. NO RESPONSIBILITY CAN BE I AND EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE DUE TO THE WIDE VARIATION OF BEARING LOAD 24 SCALE' NOT TO SCALE CAPACITIES FOR EACH SOIL TYPE. ECCENTRIC CONE Z NOTES: SILT FENCE THRUST BLOCKING DETAIL SECTION a 1.) THE DISTANCE FROM THE TOP OF M.H. RING AND JOINTS SHALL BE SEALED WITH w w COVER AND FINISHED ALL FIRE HYDRANTS SHALL BE AMERICAN FLOWUNTER-CLOCKWISE "RAM-NEK" PREFORMED PLASTIC N GRADE MAY VARY WIDELY, CONTROL, 3-WAY, 5 1/4' VALVE OPENING, ROPE OR ASTM C-443 RUBBER SEE PLAN. Slope surface shall be smooth before If there. is a bermafi the top of COTO OPEN GASKET. OR APPROVED EQUAL � o 2.) SLOPE INVERTS AT SEWER placement for proper soil'' contact. slope:, anchor upslope of the berm, W 0� LINE GRADE. - �-FIRE HYDRANT. PUMPER NOZZLE TO BE PERPENDICULAR TO STREET WRAP THE EXTERIOR OF ALL JOINTS WITH POLYETHYLENE BACKED FLAT _ vn a _ Min, 2 = - `` .. '-�'-° Stapling patterna5 Anchor in b"'�r�i" min., Trench '" BUTYL RUBBER SHEET NO LESS THAN N per manufacturers overlap ` and staple at 12" intervals, 1/16' AND 6" WIDE. L1 PIPE SIZEM D recommendations. `4-';�� '� �'(in,6"overlap. . NOTE: SHOULD LOCAL CONDITIONS X PREVENT CONFIGURATION 0 - 16' ASTM C-478 � a > LESS THAN 24 4 ' z 24 -30 5 f -� _ ¢ SHOWN. ALL JOINTS SHALL TYPICAL MANHOLE STEPS @ MORE THAN 30" 6' BE RESTRAINED. 16" O.C. & SHALL NOT BE -- Staple overlaps - o ALIGNED OVER INVERTS DROP MANHOLES 5 M Max, 5"spacing, u, •- N FINISHED GRADE FLEXIBLE SLEEVES AT "D" Bring material down to a level area, � ALL POINTS OF PIPE ENTRY f a not stretch blankets/nlattirag tight allow turn the end under 4" and staple at 12" the rolls to conform to any irregularities; intervals. \// /\/ / / / / / / / / / / / / / / / / / /\\�/\/\/\�\\' \\/\ \�/\\/\\/\\/\\\/\\/ //\//�\//\//�//\// //\\j\ \//\//\%/\//\// \//\//\/\//�\//�\�\�\/\/�\ GROUT CHANNEL DOUBLE STAINLESS STEEL STRAP W/RUBBER BOOT Lime, fertilize, and .seed before installation. Planting Far slopes less than 3H:IV, rolls 9 SLOPE 1 : 1 2 TYP. may be placed in horizontaf strips. or shrUbs, trees, etc, should occur after installation. 2" SQUARE OPERATION NUT EXTENDED BASE1-1 0 0 OPEN LEFT (COUNTER CLOCKWISE) 9"MIN. I SCALE: NOT TO SCALE MECHANICAL 12" MIN. #57 STONE BEDDIN 12"MIN SLOPE STABILIZATION #57 STONE JOINT LOCKED HYDRANT TEE 100% COMPACTION ;•�1( UND 1 STURBED GROUND 6' DIP Ulm c MOUND BACKFILL OVER COPPER INSULATWIRE 4IGABOVEUAGE S�LLD CONC. TO 6" y TRENCH\. \\ 6 RSMJ GATE VALVE , SETTLEMEOF OTALLOW FOR PVC WATER MAIN DRAINAGE FROM �\\\\;�yI\j��j\�%\\/��:,� UNFORMED CONC. DUC- LUG HYD. DRAIN j�j/�\//\//\//\//\//�/ ALL MANHOLES TO HAVE EXTENDED BASES SCALE: NOT TO SCALE 3/4 THREADED FINISH GRADE � \ � SELECT BACKILL (SAND -FILL) RODS (COATED) SCALE: NOT TO SCALE COMPACTED TO 98% MODIFIED SANITARY SEWER MANHOLE +i N PROCTOR IN AREA TO BE PAVED TYPICAL FIRE HYDRANT ASSEMBLY BACKFILL WITH SAND FROM / \ UNCLASSIFIED BACKFILL \ / PVC PLUG m TRENCH EXCAVATION. COMPACT ' 95% STANDARD PROCTOR ° NOTES: TO 98% MODIFIED PROCTOR SELECT BACKFILL COMPACTED 1. BLOW -OFF ASSEMBLY FOR 2" \/\/\/\/\/\/\/\/\/ IF UNDER PAVEMENT OR WITHIN M / INSULATED 14 GUAGE SOLID +1 TO 98% MODIFIED PROCTOR- MAINS ARE TO BE CONSTRUCTED \\\� 1 0 FEET OF ANY PAVEMENT / COPPER WIRE 1 'ABOVE ALL / USE HAND OPERATED EQUIPMENT AS A CONTINUATION OF THE MAIN \j/\\j/\\j/\ \//\//\//\//\//\//\// OR OTHER FOUNDATIONS PVC WATER MAIN / p W 1 THOUT THE SERVICE SADDLE AND \/\\/\\/ cn \/\\/\\/\\/\\/\\/\\/\\ SELECT BACKFILL COMPACTED ,., ONLY. WITHOUT THE CORPORATION STOP. 'y' SLOPE WALLS TO ANGLE OF / +1 2. CORPORATION STOP SHALL BE 2 PIECE ADJUSTABLE a \\//\\//\\//\\//�/\\/ REPOSE OF SOIL OR PROVIDE N TO 95% MODIFIED PROCTOR- N / v / LOCATED IN TOP OF WATER MAIN. a VALVE BOX > \ \ \ \ \ \ SHORING. N USE HAND OPERATED EQUIPMENT � / � \�\�\\\ ONLY. BACKFILL USING MATERIAL `11 FROM TRENCH EXCAVATION TRENCH BOTTOM SHALL CONSIST 90A BRASS / OF FIRM, STABLE MATERIAL & FITTING ` 2"THREADED BRASS \ \ \ \ AND COMPACT TO 98% MODIFIED PROCTOR. / TRENCH BOTTOM SHALL CONSIST PIPE DIA. + 16" SHALL PROVIDE UNIFORM SUPPORT / / /j� PIPE (12"IN LENGTHI OF FIRM, STABLE MATERIAL & THROUGHOUT LENGTH OF PIPE. SHALL PROVIDE UNIFORM SUPPORT WATER DISTRIBUTION //%�/%//\ \ /%< NO. 57 STONE BEDDING FROM PIPE DIA. + 16" THROUGHOUT LENGTH OF PIPE. MAINTAIN 3' OF COVER OVER SERVICE SADDLES y2j"J" PVC MAIN CONCRETE \\�\��\\��\\/\\ MINIMUM OF 6 BELOW PIPE TO CONCRETE BLOCKING � Z k� TOP OF PIPE. PIPE OR USE DUCTILE IRON PIPE - SCALE: NOT TO SCALE SCALE: NOT TO SCALE GATE VALVE MIN 'f3 C.Y. AT 3000PS1 � 2" BRASS COUPLING SCALE: NOT TO SCALE PIPE DIA.+ 24" SCALE: NOT TO SCALE WATER PIPE TRENCH DETAIL WATER PIPE TRENCH DETAIL OUTSIDE PAVED AREA AREA TO BE PAVED TYPICAL PERMANENT BLOW OFF SEWER PIPE TRENCH 2'-6" CAST IRON BOXA SCH 40 SCREW BACKFILL COMPACTED TO 95% STANDARD 28.15" 15.75" FINISH GRADE W/ BRICK ON PLUG PROCTOR DENSITY. TOTAL HEIGHT OF COVER FROM FINISH GRADE E SUPPORTS BACKFILL SHOULD NOT EXCEED 3'. TO TOP OF TANK:12" MIN. , FINISH GRADE GRASS sa.�ai1.,ci UTILITY MARKERS AT : SURFACE • a: .:� . N $' �. ,. PRECAST 6" THICK.CIRCULAR CORNERS (TYP.) NY AA, 1 1I""1 � N � �.. • rn q CONCRETE COLLAR/PAD 0 „ . Y $ cn �`.}. r, % (3000 PSI) 53 r , VALVE ;_.. . ...... ..,.. .. ........... � BOX INLET PIPE. _ Ii xr�.. i,.�� 4 > f �_.� SIDE VIEW FRONT VIEW III I I:: w 2"SQUARE OPERATING NUT 4 SCH 40 PVC .....I I (-� ISOMETRIC VIEW a & NON -RISING STEM 1.0% MIN. III I - 2 35 IN MODULE DATA 8.15 SDR_ 14" ISIAND E WITH 4 "PVC CAP _.:.. ............ I ` L...._._..... _ .... - i:::. I , Sat fit a 3,.a'! In _ I LINE WY I I IL -II L II iI I1 ,IL, II -II I- i� 24 III _III, � ' � I I I I I I I'-' I I I- . I-.. I-i I I I I I=1 I:-1 I :- I I- I I-! I I- •� U; R-TANK" UNITS WRAPPED I N E GEOTEXTILE (ACF M200)Y,,, EXCAVATION LINE NEW GATE VALVE SCH 40 STUB OUT AMERICAN FLOW CONTROL, SERIES 2500 RESILIENT WEDGE NOTE: EPDXY COATED INSIDE & OUT 1. INSTALL CONCRETE DONUTS AROUND ALL CLEANOUTS. WATERLINE 2. IF LESS THAN 36"COVER. MAIN 8. SERVICE PIPE SHALL BE DUCTILE IRON PIPE. BASE: 4" MIN. FREE DRAINING BACKFILL COMPACTED SIDE BACKFILL: 24" MINIMUM OF FREE DRAINING PLAN VIEW TO 95% STANDARD PROCTOR DENSITY IS REQUIRED TO BACKFILL, STONE LESS THAN 1.5" OR SOIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE REVISIONS: PROVIDE A LEVEL BASE SURFACE. MUST BE SMOOTH, (USCS CLASS GW.GP. SW OR SP). MUST BE FREE FREE OF LUMPS OR DEBRIS. AND EXTEND 2' BEYOND FROM LUMPS. DEBRIS AND OTHER SHARP OBJECTS. TYPICAL R-TANK (LD) DATA GATE VALVE & VALVE BOX SANITARY SEWER SERVICE No. BY DATE DESCRIPTION R-TANK "FOOTPRINT. A BEARING CAPACITY OF SPREAD EVENLY TO PREVENT R-TANK" MOVEMENT. 2.000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING COMPACT SIDE BACKFILL WITH POWERED MECHANICAL / GYT 6/22/22 REV &ADD DETAILS R-TANK ". NATIVE SOILS MAY BE ACCEPTABLE IF COMPACTOR IN 12" LIFTS. 2 GYT 8/l2/22 REMOVE BACKFLOW DETERMINED TO BE STABLE BY OWNER'S ENGINEER. 4" DOWNSPOUT FOR PERMITTEE:RESIDENCE AT 9TH, LLC ROOF DRAINAGE 3 GYT 9122122 R-TANKS SOLID L to ADDRESS: 125 HORTON DRIVE TYPICAL R-TANK (LD) SECTION MAINTENANCE PORT 4" OVERFLOW DIRECTED TOWARD MOREHEAD CITY, NC 28557 4 GYT 9129122 UPDATE ROOF SF 0HARBOR CHANNEL PHONE: 252-726-1 005 BACKFILL COMPACTED THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE -SUSPEND Z PROCTORMODIF DEENSITYY 24;;TYP II I, ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. MINIMUM J DETAILS 18 MIN I REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. w FLUSH AS NEEDED. 3 ... o EM RESIDENCES BASK INSPECTION PORT 12"DIAMETER PVC „ MAINTENANCE PORT PVC PIPE (MIN. 6") WITH PERFORATIONS USED TO VISUALLY MONITOR THE SYSTEM. CHECKING TO MEASURE ACCUMULATED SEDIMENT AND ENSURE A TOWN H O M E COMMUNITY WATER IS EXITING THE SYSTEM PROPERLY ACCUMULATED SEDIMENT SYSTEM MAINTENANCE TO R-TANKS" MOREHEAD CITY, CARTERET COUNTY, NORTH CAROL I NA TO BE REMOVED AT 25% CL I ENT: A -TEAM ENTERPRISES, LLC DESIGNED: REDUCTION OF DEPTH MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION SEAL R D C / G THEREAFTER. FLUSH WHEN STORAGE IS REDUCED BY 25%. ADDRESS' 125 HORTON DRIVE DRAWN: UNDISTURBED SOIL DOWNSPOUTS LOCATION & NUMBER ARE ASSUMED. THE MOREHEAD CITY, NC 28557 EQUIVALENT OF 7,231 SF OF ROOF REQUIRED TO ����11l l ///� �'// RDC/G CHECKED: MAINTENANCE & INSPECTION PORT BE DIRECTED TO THE R-TANK` SYSTEM \� N CAR o� .� PHONE: 252-247-9568 \� ..., % THE CULLIP]HER GROUP, P.A. SCALE: NOT TO SCALE SCALE: NOT TO SCALE O�OFESS/0'1/ 2:-� v APPROVED: - •a R-TANK SYSTEM DOWNSPOUT & OVERFLOW = 13343 = ENGINEERING SURVEYING SERVICES R - 151A HIGHWAY 24 �Q-- MOREHEAD CITY, N.C. 28557 DATE: �� O,� . • GINS . ,Z� 773-0090 LICENSE N0. C-4482 q �Q 6/9/ '11 1 l�<D p (, \-V , UV%1 1 Z SCALE: lliii l',,\ RONALD D. C1 LP.E. NO SCAL