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Home My WebLink AboutSW8061108_APPROVED PLANS_20070320STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW aL22? DOC TYPE ❑ CURRENT PERMIT pAPPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2z7(,9222c YYYYMMDD X Q. x Cl 0 cD C0 O H O d O v N Cl) ti 0 0 N T v a. Q LL 3 C �a EL 0 u- Q 0 W 2 H EXIST. SSMH EXIST. SSMH RIM 11.44 RIM 11.41 INV WEST 0.22 INV WEST 0,07 INV NORTH 0.41 INV EAST 0.09 INV. IN 3.9 INV 6.61 INSTALL INSIDE DROP EX T. P /INV 5.12 L/Fp . TA A '�j g / PROPOSED SSMH NO. 1 B RIM 11.0 -� 11��JNV. 4.0 �14= �3r j 1 1 NOTE: - CONTRACTOR SHALL FIELD VERIFY LOCA TION OF EXISTING 6 "FM AND 24 "FM PRIOR TO EXISTING 6"FM A LOCATION 1 CONSTRUCTION OF PROPOSED SANITARY SEWER EXISTING 1 (FIELD VERIFY) MAIN AND SANITARY SEWER SERVICE. CONTACT � PROPOSED 8"SS ENGINEER WITH ANY CONFLICTS 1 � r� � ti TEMPORARY SILT FENCE APPROX. LOCATION EXISTING 24"FM (FIELD VERIFY) ^ PROPOSED SSMH NO. 1A RIM 20.0 ELECTRICAL SERVICE TO EXIST. PUMP 4" INV. IN 12.7 8" INV. 5.7 STA 77ON IS AN UNDERGROUND FEED FROM POWER POLE. CONTRACTOR SHALL VERIF 4"SSCO LOCATION OF BURIED ELECTRICAL SERVICE INV. 12.8 PRIOR TO CONSTRUCTION. ACCESS EA SEMEN T _ 4 "SSCO 4 "SSCO ` INV 13.0 INV. 13.8 DI NO. 12 SET IRON RIM 19.7 ORIGINAL ECM INV 17.6 OBLITERATED L 00 iJr A v [Q V v; � oo •O pJq ay O d N w =MM4 C11111111111111in 'V r ^�w V 0 0 Q ol:It N U N m z z o �z v w 0 DI NO. 10 NEW HANOVER INTERNATIONAL AIRPORT 1 Gti RIM 21.64 TEMPORARY SILT FENCE BOOK 1874, PAGE 126 INV 15.9uj ' �+ DI NO. 9 PROPOSED DETENTION POND �c � �� 4"SSCO RIM 21.66 FDUNDA770N WALL AS TOP OF BANK 14.0 4 ` INV. 15, 0 DI NO. 8 NEEDED BY OWNER. DENR HWL 11.2 I ?� INV. 14.4 1 0 bl RIM 21.26 END TO BE DETERMINED NORMAL POOL 10.0 OUTLET STRUCTURE , END 10' ! �,�° �� N INV. 14.05 IN 7NE FIELD. BOTTOM 6.D (SEE DETAIL) i U EASEMENT 4"SSCO 0 75' O.C. MAX. DI ND. 7 " a I r 5 �H�iN RIM 2 1. 0 W 3 v APPROX, LOCATIO 5 RCp •� FFE-22 - �iNfr FENS INV. 13.1 10 WIDE VEGETA77VE Q 5 WIDE EMERGENCY SMITH CREEK EXISTING 6"FM fir'`. �V ' \ 2�•92 r' i E SHELF � SPILLWAY EL. 13.5 (FIELD VERIFY) 2 . j N 1 - O '� +. r \ I I_ h7�-- ? 24 "RCP22.8 APPROX. LOCATION � r8"r w • � Y ,$ � c2 ., 'Z\EXISTING 24"FM O(FIELD VERII-Y)84o 2 �� ' I i l3 r� ;24"F.ES NO. 2 INV. 8.5o� '� ,� w/1 D x10 xl2" E.D. NO. 2 DI NO. 11 / 1 FFE-23.0 DA10 t i '� � � � � SRC •(P 1 1 FFE-22.0 � � x � ' �,�� ? � RIM 22.16 g acr ` 1 / 1 o zol �] INV. 16.9 A 1 _ 2- f �� - / 1 \ �• # Tp .N V h a`` 5: 1 SWALE NO. 1 Z V} I _ 2 0.38 e r \ \ - \ � ! %�� g� TO BE LINED O ,.g�� . f A9 �Qti �� 2�. _ A > > °��. (50 LF ® 4.07 SLOPE) ~ PROPOSED 4 SS SERVICE `� \ A8 1 .� Z =�1 �" '; ® 1.09 MIN. (MIN. 3' BURY) �� ry -- �� 0,4 acr / 0. acr r �� ODA7 �4 � � � = � . • • v✓Y / 55 LF LEVEL SPREADER ' ,lV � N HC Tv 20' FORCE o1 �� , 1 �� 62 a� esa , ,�� s. 0 8. o �� (SEE DETAIL) EASEMENT " J 2 / �Oti . •/.. a _ MAN A1N ACE x 4 5'SCD DR �l �- ANF _MENT , Nti 16.8 �ry��k � ry�� / C0 _ V} / Z FFE 3.0 ��ry ry �` 1 r _-/ �� _-/ 5 �> `•� �Q Z ti G •� i +� l r` �i ��0� ' - ' / + 790 56' r ` ` 4 Tow w TEMPORARY SILT FENCE T, 4" CO 1 � CROWN E30X CORPS IN 17.6 �23 FFE- 2.5 r \F / f `.o - _ _ �r�_ BOOK 1118, PAGE 815 I DI O. �5 \ FFE 2.5 / �. _ J _ J-� ` - _ f:- ,i ` _ _ . r L r�� - ' - �. �.� ' \ Q \ �~ RI 21,,,72 rT' - " IN 45.45/'--�_ J` •�-�. �_ �" l/ - -/-'- \�- �� 5: 1 SWALE NO. 2 1 �� 1 4" 0 \�� j t �� / _ \��- _ - L / _ . \ �7 . _ - . .. �- . - p�' _ . (520 LF ® 0.8X) Y I DI NQ. 6 INy #1 9 k i r` �`t' 1 j// -- - --- _� -- "°J I,; . j ., _ _ /�j 6 Q 2 4 res �lp� a S ryti \ �i� \� Cl 11 ? 1 ry ` l / �D N-- _1�_--- 64' - - . }t ;/1. �� \.\ • . . _ 1 \' . - . - -� / . - j/ E'T �7 f� 0 FOR INV. �Q _ t/ '0 3 ,9�2 � � 1 �� \ -RIM-1-7.5 1, �2� - _ - J� 0.83 ACt 404 w�TLANbS. & _ _ EASEMENT " " 1 RI 1. .3 acre INV. 95 8 _ \ . . . CONSERVATION SPACE G S 1P 15 R - a 11 INV 13�� ` l� �� e`` 10 PIN TR 4SCO \ LANDSCA 1 1 NV. �8.4 �, rn2 C� N � - \ . . . . . . .` _. `s - - � • e - _\. ¢ PO jIl1Q A)qs l') A'12-F } �1. 1 3 J 1 EXIstiNG \ I' �� 2 ry ry. \ \ \ \ BERM 4NEIt . - . . - - - - - - _ _%� . . .r - -\ \ c� Y. NC GRID (MAD '83) NO TES: - 1. SPEED LIMIT- 45 MPH (23rd STREET) 4 2. ALL ROOF DRAINS TO BE DIRECTED TO THE STOR MWA TER COLLECTION SYSTEM INLETS. J. FLOODPLAIN DATA PROVIDED IS ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY`S FLOOD INSURANCE RATE MAP COMMUNITY -PANEL MAP f3720J12800J, DATED 04/03/2006, 4. PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS WATER METER CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET. SURVEY LEGEND CALL 910-343--3910 FOR INFO. 5. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS O EXISTING IRON SUPPLIED BY CITY WATER SHALL HAVE A BACKFLOW PREVENTION O EXISTING MONUMENT (CONTROL POINT) DEVICE ACCEPTABLE TO THE CITY AND APPROVED BY USCFCCCHR p EXISTING DOT R/W DISC OR ASSE. CALL 910-343-3910 FOR INFO. 6. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHA • SET IRON ROD APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A FIBER oPlle CABLE REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE TRAFFIC LIGHT POLE ON THE DEVELOPER'S SIDE OF THE WATER METER. r(L POWER POLE LEGEND ® TELEPHONE PEDESTAL -19- - EXIS77NG CONTOURS f PROPOSED CONTOURS aim *am NNW mm LIM/TS OF DISTURBANCE x x TEMPORARY SILT FENCE �TP21.3 PROPOSED TOP OF PA VEMEN T ELEVA TION �TG21.8 PROPOSED TOP OF GROUND ELEVA TION r} ACCESS EASEMENT GRAVEL CONSTRUCTION ENTRANCE i t [ f INLET WITH INLET PR07ECTION F. E. S � FLARED END SECTION E.D. ENERGY DISSIPA TOR '} ZONE X AREA DETERMINED TO BE OUTSIDE THE + 0.29. ANNUAL CHANCE FLOODPLAIN ZONE AE BASE FLOOD ELEV. DETERMINED HC SIGN I IA A 22. 22. F ry �.11 �� - \ �rj1' , . . \ ,_� ,•:s . `FAQ M T\ f� �'� _ l (� � I WARE AGE ENT NCE 2 O EXIST TEMP. CONSTRICTION cS` %� C ` y 25' SIRE _ - = ` - - - =2`3 W _ RAJ- ia,- � a _ � � = y �2 N i-� _ - ��_GA�]IT$ �0 �N89'28'43"WQO� l=� Y �54" I�Ce INV. 9,27 ,_� � , - - - - - < <�tdQ1 �C# -Z9 fI�P- _ � ; - - - - - } - - ~� �2~ 32.44' - - -- 1 _f _ _ _ _ - __------- - ------ - _ - - �--= -� NOI TH CAROUNA ENVIRONMENTAL G - a �20� - - - - - 33_ - ZOE AQ - - - - CURB &GUTTER = -- ANAEM ITY y a 5 '� ,�r� - �- -- ° NCDOT D.l. NO. 4 +- ------____ z_aNE x_ - _-_CELEv 8-} w �' U!1%i5lON QF WATEA QUAl.ITF m � g BEGIN 10 \ ti�T NCOOT D.I. NO. RIM 19.2 j - ----- - --- :� EASEMENT N - = o> P AVEM� RIM 21.0 36 "F.E. S NO. 1 INV ] 0.'0 -- ---- _-___-- �'� _ \ Efl INV. 15.3 -- - " ' -------- 20 N0. 2 INV. 16.8 :"- ------------------------ ------------------------ RIMaf w 15'X 15'X 12" E.D. NO. 1 .� ' 33� 4 21.16 ` N�'Y-�I HIFIV 5'j pr_��" 5� M�02 _ - - - _---------�01'29�46"IN 1033.51' (DEED TIE) o S81'S2' 7' l = INV. 12.8 �1oh' 1a0' R/w� ter` - 18"F.E.S NO. 3 INV. 14.5 - ----- ------ ---- --- ---------------- z 31.7 _ - _ _ � t 11 w/5 x5 x12 E.D. N0. 3 - - - - _ - - _ - 12 WATER LINE SCALED FROM C.O.W. WATER & SEWER MAPS s �� N DO� NO. 2 - -- - [ - - - - - r RIM 23.0 -� - __----------Cn �d k� Q MATCH EXIST. ASPHALT INV 18..E -� = 8619 s>Q o3 z z yIM1�5 FE NCHMARK J GRADE 24.4f - - BACK OF CURB GIB ^54 RCP INV.=9.62 _ - EV.DI22.50 V`MPORARY GRAVEL �69 � ---------------------------- - CONSTRUCTION ENTRAN-CE WATER &SEWER MAPS W o � k w 3" F.M. SCALED FRAM C.U.w. ; h _ rrti r� ti� O �� W ZO R fEWER MapyAI _ w A �� & 12 WAj�R _ �G,O w • Xt��- f_r NCDDT D.I. NO. 1 RIM 23.0 ��-IN V. 19.8 1 " WA TER METER w/8ACKFL0W PREVENTION 1 J" SOFT K COPPER WATER SERVICE (MIN. 36" BURY) w/75 LF 4"xO.188" THICK STEEL CASING JACK & BORE UNDER 23rd STREET NOTE.• (SEE DETAIL) CONTRACTOR IS RESPONSIBLE FOR VERIFICA770M TIE INTO EXISTING 12" WATER MAIN OF ALL UNDERGROUND UTIL177ES PRIOR TO START OF ANY JACK AND BORE OPERATIONS 8 x20 x5' DEEP BORE PIT EACH SIDE OF 23rd STREET (SEE DETAIL) GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. o� + s Q4 (3�z (3 r �o z o� � z� c� o Lu '�3 Lu O - JAN 1 1 2007 : � co cn co co t� C'UDWQ o o CALL H.C. ONE-CkL BEFORE YOU N zaa STO 800-632-4949 AYOIO Ui 0 OA rI Va o � 0 o I.I _ V W 0, o W A, Lw U Vl O O U _1.:..,..._..161 1fF '!a. :f.` _� -—.— - --. -- �.-T jLJ�Cl:rfl:i:i �:_':_U.: .i_L'!: Lb v C9 O a 0 LL. 0 T LL. at If W AVOW 0 vl CINI TY MAP N 7S ACCESS EASEMENT 32' GA TE WI7H LOCK (BY OWNER) 0 21 ACRES OF NON -JURISDICTIONAL WETLANDS TO BE FILLED. SET IRON ORIGINAL ECM OBLITERATED - END l0' EASEMENT NHC 20, FORCE MAIN EASEMENT AND DRA��TGE 0I � Al ICROWN BOX CORP BOOK 1118, PAGE 815� a { I I EAEMENT FO PI 10 - ►Ali: S 1 it� END CURB & GUTTER 24" CONCRETE CURB &GUTTER BEGIN 10' EASEMENT- Work Table for Determining Required Conservation Space Developable Land Acreage of Conservation Minimum Conservation Resource on Space Factor Conservation Resource Parcel (times) (equals) Space Swamp Forest 1.01 0.5 0.505 NC GRID (NAD '83) NEW HANOVER INTERNATIONAL AIRPORT BOOK 1874, PAGE 126 0.18 ACRES OF JURWDIC77ONAL WETLANDS TO BE FILLED PER U.S ARMY CORPS OF ENGINEERS PERMIT NUMBER 39, ISSUED JUNE 12, 2006. - -1-6z7O' SIGHT TRIANGLE r END CURB do GUTTER - -- �750 L1M�35 f "1�ACK OF CuRg - - - - - BENCHMARK R/W DISC-- -� ELEV.=22.50 r �-_ -- - r - .— 36' �� r — - — - - 161 ' --f-- - 50 r J r J � SITE DATA ZONING CAMA LAND USE CLASSIFICA 7701V TRACT AREA DRAINAGE AREA DISTURBED AREA BUILDING HEIGHT (2-STORY) BUILDING HEIGHT (1-STORY) BUILDING LOT COVERAGE Al URBAN TRANSITION 305,610 SF/7.02 ACRES 230,185 SF/5.28 ACRES 290,000 SF/6.65 ACRES 31.67 FT 9 FT 38X Total Minimum Conservation Space 0.5�Tes Total Parcel Acreage Z02 acres SETBACKS Minus Total Minimum Conservation Space 0,505 acres MIN. FRONT 50' Equals Maximum Developable Land 6,515 acres MIN. SIDE 0' Provided Conservation Space 0.83 acres MIN. REAR 0' IMPERVIOUS AREA BUILDING 116,210 SF/2.67 ACRES DING CANOPY) ASPHALTL 61,000 SF/1.40 ACRES (INCLUDING CURB & GUTTER) CONCRETE 1,700 SF/0.04 ACRES TOTAL IMPERVIOUS AREA 178,910 SF/4.11 ACRES PARKING REQUIRED SPACES 4 (1500 SF OFFICE - 1 SPACE/400 SF) PROVIDED SPACES 6 LANDSCAPING INTERIOR AREA REQUIRED (8X) 4,880 SF INTERIOR AREA PROVIDED 4, 923 SF FOUNDATION PLAN77NGS REQUIRED (SOUTH) 68 SF 30' X 19' X 0.12 FOUNDA 770N PLAN77NGS PRO LADED 180 SF oUNDA 77ON PLAN77NGS REQUIRED (WEST) 114 SF r 50' X 19' X 0.12 FOUNDATION PLAN77NGS PROVIDED 145 SF s f a STREETYARD REQUIRED (1032' - 367 x 25' 24,900 SF 1 S7REETYARD PROVIDED 25,530 SF ' ! TREE M1 VGA,( SIGNIFICANT TREES TO BE REMOVED 24 (TOTAL- CALIPER INCHES = 1 ® 24) TREES TO BE PLANTED BACK 48 (TOTAL CALIPER INCHES W/ 2!- 3- CALIPER TREES MINIMUM) ` 1 NO7ES. 1. SPEED LIMIT 45 MPH (23rd STREET) 2. LANDSCAPE PLAN BY OTHERS. J. TREE PR07E'C77ON APPROVAL REQUIRED PRIOR TO ISSUANCE ' OF LAND DISTURBING PERMIT. 4. RADII ARE 5' UNLESS N07ED OTHERWISE. 5. DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB. .6. EXIS77NG SURVEY PERFORMED BY ARNOLD W. CARSON, PLS )6.qD SUPPLIED BY OWNER. LEGEND rr SMITH cf.�Ex r L • i 15 14p ` 0 790,56. 19p 180 80 0 N NOTE- EXIS7ING TREES WI7HIN THIS 3 WETLAND AREA TO REMAIN. 00 Z WIRE FENCE ACCESS EASEMENT EXIST. CONCRETE TO Br REOVED WETLANDS TO FILLED WETLANDS TO REMAIN CONCRETE SIDEWALK PINE 7REE OAK TREE C3 Z L.11J, 0 0 p Q � V m �r N Z Z o Z v g V Z o 7 k � o c� W �W QL �N Z C4 '- z �C o � v w � 0 � 2 .zi 2syc �9m SYCAMORE TREE MAPLE TREE w � a Z ag GUM TREE N��' A ' • •,�s EXIS7nVG-- BEES- 70--BE-PRESERVED =¢ • ,�. .- , (PROVIDE TREE PRO 7FC770N) s ; cn '� of 4o SIGNIFICANT TREE TO BE • REMOVED AND MI77GA TED �ii��11 ��` `y. AREA DETERMINED TO BE X OUTSIDE 77-IE 0.2X ANNUAL CHANCE FLOODPLAIN ca g AE BASE FLOOD ELEV. DETERMINED a.vr•a rn V4 rrvr (/J4Uf •••• - ? � � s� 1 � <``� /�/l V S01'32'39"W 160.18' - -" s '. �_ NOi '26"E GH.184.69' (CALCULATED) N$32443uW f �' - - - r - - 20-- �-tAR 2 4 CITY LIMITS b. -Z�U� &GUTTER-'—`--"- - ao '10 Q 4 cn b ---_-- ------------- W z_ CL O z o 5 - _-_S 1_y9;46"W-- 1033.51- {DEED TIE) , ____ TEMPORARY SILT FENCE - � o AND TREE SAVE FENCE RECEIC, r!, 160' S W �(n s z JAN 11 2007 _ DWQ ' -ROJ # O ' D \ \ N \ � CALL N.C. OK-ul GRAPHIC SCALE Ivall I>G 4 TIND This drawing and/or the design shown are the 50 100 200 nrnnor�v of FCP Occnrinipc P d Tho ronrr%Airiinn 800-632 4949 without their written consent is prohibited and any $ o infringement will be subject to legal action. 4 ,� N t1 ( IN FEET) � IliNA1' 1 inch = 50 ft. ESP Associates, P.A. li �' CA m C 1 .10 [L' t, 1 i y, . •� �„ � � i - — -� i T I 1 �� i - -- _ T � 1 _ _ � - ;T �r ' ] ,� � .• I ti l %>> { �� J f it �i i ti• yi it +ir i '� yi EXIST. SSMH EXIST. SSMH RIM 11.44 RIM 11.41 INV WEST 0.22 INV WEST 0.07 INV NORTH 0.41 INV EAST 0.09 INV. IN 3.9 INV 6.61 INSTALL INSIDE DROP rlNv 5.12 PROPOSED SSMH NO. 1 B - 0?� RIM 11.0 11?� ENV 4.0 -�14�: 1 NOTE.• CONTRACTOR SHALL FIELD VERIFY LOCATION APPROX. LOCATION l OF EXISTING 67M AND 24774 PRIOR TO EXISTING 6"FM 1 C CONS7RUC770N OF PROPOSED SANITARY SEWER (FIELD VERIFY) MAIN AND SANITARY SEWER SERVICE. CONTACT 11 ENGINEER WITH ANY CONFLICTS PROPOSED 8"SS N TEMPORARY SILT FENCE APPROX. LOCATION EXISTING 24"FM ' (FIELD VERIFY) ,� PROPOSED SSMH N0. 1A DROP MANHOLE ELEC7RICAL SERVICE TO EXIST. PUMP RIM 4" INV I 12.7 STATION IS AN UNDERGROUND FEED .7 5 FROM POWER POLE. CONTRACTOR SHALL VERIF 8" INV LOCATION OF BURIED ELECTRICAL SERVICE 4"SSCO PRIOR TO CONSTRUCTION. INV 12.8 1 � ACCESS EASEMENT _ 4 "SSCo 4 "SSCo INV 1,10 INV 1J.8 -` DI NO. 12 SET J RIM 19.7 ORIGINAL I ECM ` INV 17 6 OBLITERATED p DI NO. 10 RIM 21.64 INV 15.9 i NMI IL 1 I END 10' EASEMENT APPROX. LOCATIO EXISTING 6"FM (FIELD VERIFY) APPROX. LOCATION EXISTING 24"FM I�Qe (FIELD VERIFY) DI NO. 11 1 a RIM 22.16 INV 16.9 1 �+1 PROPOSED 4`SS SERVICE 0 1.OX MIN. (MIN. 3' BURY) ''I 2p' FORCE of MAN EpSEMEN-' �Z- ANU M£N Xl TEMPORARY SILT FENCE--` '0' ' CROWN BOX CORP % BOOK 1118, PAGE 815 01 5.1 SWALE NO. 2 1 (520 LF 0 0.8X) Y I I 10' EASEMENT FOR 1 10, CASING STOP l 0 / c/ I FFE=23.Q l � } " 4 �S�i 0 N4� 16.8 i NC GRID (NAD '83) NOTES: 1. SPEED LIMIT 45 MPH (23rd STREET) 2. ALL ROOF DRAINS TO BE DIRECTED TO THE STORMWA TER COLLECTION SYSTEM INLETS J. FLOODPLAIN DATA PROVIDED IS ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP COMMUNITY -PANEL MAP #J720312800J, DATED 04/03/2006, 4. PROJECT SHALL COMPLY W774 THE CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS WA TER METER CANNOT BE RELEASED UN77L ALL REQUIREMENTS ARE MET. SURVEY LEGEND CALL 910-343-3910 FOR INFO. 5. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGA77ON SY57EMS o EXISTING IRON SUPPLIED BY CITY WATER SHALL HAVE A BACKFLOW PREVENTION IS EXISTING MONUMENT DEVICE ACCEPTABLE TO THE CITY AND APPROVED BY USCFCCCHR (CONTROL PONT) 0 DUSTING DOT R/W DISC OR ASSE. CALL 910-343-3910 FOR INFO 6. IF CONTRACTOR DESIRES CITY WATER FOR CONST TUC110N HE SHALL • SET IRON NOD APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A ........" " FIBER OP71C CABLE REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVEN7ION DEVICE -0 TRAFFIC LIGHT POLE ON THE DEVELOPER'S SIDE OF THE W47ER ME7ER. `n' POMIER POLE LEGEND ® TELEPHONE PEDESTAL - - - -19-- - - - - EXIS77NG CONTOURS PROPOSED CONTOURS s i LIMITS OF DISTURBANCE x x TEMPORARY SILT FENCE e--7P21. 3 PROPOSED TOP OF PA VEMEN T ELEVA 77ON .--TG21.8 PROPOSED TOP OF GROUND ELEVA 110N r ACCESS EASEMENT GRAVEL CONSTRUCTION ENTRANCE INLET WTI.1 INLET PROTECTION F.E.S FLARED END SECTION E.D. ENERGY DISSIPA TOR ZONE x ' AREA DETERMINED TO BE OUTSIDE THE + 0.2X ANNUAL CHANCE FLOODPLAIN ZONE AE \ BASE FLOOD ELEV DETERMINED 5 I _ OUTLET STRUCTURE +, \ (SEE DETAIL) r-5' WIDE EMERGENCY ,\ SPILL WAY EL. 13.5 SMI TH CREEK 1-24"RCP \ r 4"SSCO 24"F.E.S. V. NO. 2 IN65 ` INV K 15.2 PP- "ry1. < \ +' CO)`f w/lo x10'x12" E.D. �f ?. 2 \ FFE=22.0 j ` W (�• Z;� Ni , 5: 1 SP%ALE NO. 1 \ -22Y TO BE LINED \ _ / / / I / ,��4 ,R'y� 1 ]e21• �'R +•'� (50 LF 0 4. 0X SLOPE) A3. _ .' 55 LF LEVEL SPREADER (SEE DETAIL) FFE=23.0 '� I �' _ / , _ /' i I �\ 23 FFE=22.5 1 I / / _ �� ,✓ �-�� . c. ,� I INV. 17.6 �DI NO FFE=22.5 t \ RIM 21/72ILA y / ✓ 11 /I - )� ��,� ' 4"SSCO INK 15.45 1 ` `�� j 1 //�'p1' ` - . �-- 1A1V 18.9 � -/ � 1 �'./ r ��J s { G�'-�_�_-_'_`__� =:� I.G: � �J�.�-. .+.a\ --.-.`. .+.�� .--.,.� .,r��•�, 4 RIM 2A14 All. CI NQ 1 SDJI�H N ` 1�----• __ - __mayy. INV 16 4 .�Q` ,- _ �/ 3 ,� Ry 20'! 1 I }`�� 'R1�7.5 1 '� 1 0.83 ACt 404 W611 ANDS &. . t-�' I _ _ - WNSERVATIM SPAt�E . 1 N0. �7?IM 21`s IN 4" CO 15 RCP a RIM 2 11 /// INV IX7 i11�95 Il (t - �II�V.10. J i it ..i _.J_ j •� \ \ . ri INV .4 7P2 I _ \ __ - \ - • . . . . . . . . .. . T�� . •I.�. ��\. TP �° INV ti, 1 - ' EkJ511NG - - - - . . . . . ti 1OD erl,'� T ' 1PERM&JE4 • aa'o 7EMPORARY SILT FENCE -DI NO. 9 RIM 21.66 INV. 15.4 INV. 14.4 7 4"SSCO 0 75 O. \ MAX. js" PCP FFE=221 �ry I 3-` - Ai 21.92 '` T 18� R Y I rA� -4"SSCO -,OqN 1. 7D2 } BEGIN 10' EASEMENT l� I / S81'52'7 � G 1 BENCHMARK R/W DISC r pc45 `J f - „ W AIR LINE S� �VM'A� FQB� o r Ro.. �- r r- f NCDOT D.I. NO. 1 r RIM 23 0 INV 19.8 r F-, HC SIGN DI N0. 8 RIM 21.26 INK 14.05 H [/NK �NCf DI NO. 7 RIM 21.0 INV 13.1 NEW HANOVER INTERNATIONAL AIRPORT BOOK 1874, PAGE 126 FOUNDA 7101V WALL AS NEEDED BY OWNER. END TO BE DETERMINED IN THE FIELD. PROPOSED DE7EN7701V POND TOP OF BANK 14.0 DENR HWL 11.2 NORMAL POOL 10.0 BOTTOM 6.0 10' W9DE VEGETA 77 VE SHELF 1 1 i 1 0`� DRAINAGE \ - r • ��~ l ( -� �'\ z WIRE �' "\ �Q�� A�NL �r,e� �"� - • r "` -� FENCE 7 IS ` � � � s `� _ �8-EX1S . TEMP. C01VS7R0GITOW � � \� �S`N4,• � - "y CP � ' STREETI!ARD _ ;� _ ze 6 ��_ srn 3s�+ _ 1 � - - - - 54 INV�927 89'28'43"W -� 32.44 4`r==-'-�`-- lg� Q - -CURB & GUTTER CITY --4fo NCDOT D-L NO. 4 ---- - -_ QNE X - _(EL v AE- f NCDOT D.I. NO. '' RIM 19.2 - - `- ---`- - " •"' c pAµt3 RIM 21.0 INK 15.3 36"F.E.S -NO. i INV.id - ''---- --_��„ o----_-__ NO. 2 INV 16.8 w/15'X15'X12" E.D. NO. 1 -�------------`-------- Cl---------'_--_----` 1033_51______ (DEED TIE} RIM 21.16 1'llll��l'l�i-"I'Hl�p� «Q2 _ -------------'----5-o1' s 46"w --- - -- - - INV 1.1 N 1�, R- � 18"F.E.S. NO. 3 INV 14.5 { W15'x5'x120 E.D. NO. 3 _ �. 12" WATER LINE SCALED FROM C.O.W. WATER &SEWER MAPS �- �7RIM 23.0 � .._...- .._.- - - - - - _....-...-- - 6 s MA TCH EXIST. ASPHALT INV 1 &3- -- = 469 �'0 04 GRADE 24.41 _� _ �ACK OF CU"� - - -- - -- - - - -- - - - - _ MPORARY GRAI/EL �89 _ �- - -� - �r - 4 RCP INV.$9.62--------------------------------------------------'_----------- --- - -------------------------- �'r CONSTRUC77ON� AILCE-`a.w. WATER & SEWF MAPS ~~~ 30" F.M. SCALEI] FROM C r 1 " WATER METER w1BACKFL0W PREVEN71ON 1 J" SOFT K COPPER WA7ER SERVICE (MIN. 36" BURY) w/75 LF 4 "xO.188" THICK STEEL CASING JACK & BORE UNDER 23rd STREET NOTE: (SEE DETAIL) CONTRACTOR IS RESPONSIBLE FOR VERIFICATION 77E INTO EXIS77NG 12" WATER MAIN OF ALL UNDERGROUND U77L177ES PRIOR TO START OF ANY JACK AND BORE OPERA IIONS 8'x2O'x5' DEEP BORE PIT EACH SIDE OF 23rd STREET (SEE DETAIL) GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch - 50 tt. 200 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. Ln p 00 O �Z mm-i w VW� � Z �w 4 a Q U N Z m zZ: oJ Cc v� Z o 7 k o z O �1 ccZI C� f� g O� I� IN qK QK 2 w� N C Z z � � 2 � z XN NN I QO a o Nc zt +nLJ w� LU �W 5 QW C1� Z g g� r u 3 � 3 lr3 in �'� U O�r Ui 1-1rxZ Z 0� toLLI � �p Up U Ca0 W Z¢ w w-v4 c90 o ��cyz bo y � W -. rr-��T' e c_T%�';fit �:'--'-' : t - "•.Sil ::+�;-!i f-t�''7+1 ri I: -TLC; ,?'r,-'�"-i•. �i..4'IfS�htil2 i- ..r.. . vi PROPOSED SSMH NO. 16 a K Z DROP MANHOLE m o z o RIM 20.0 N v rn a 4" INV IN 12.7 mn�.,, 8" !NV 95 tv- Z Zm� mZrn ` 3nRICl 31321DN(LD IX T' _3-2. - �, eHE --4w- g 3 LZ ZS. 8 - - PROkSED 4 SS SERVICE" _4,"S O r a ^ SCO 1, p MIN. (MIN. 3' BURY) lC: �� - IN1/. 18.4 r &V �16.8 \ f '� ZI / 1 1I-< y 1 e / " 4 SSCO I N f / i rNSVSC150.2 INV 17.E 4"SSCO II INV 18,r9 i / v I tir PLAN SCALE -1 •-W' ELECTRICAL SERVICE TO EXISTING PUMP STA T10N IS AN UNDERGROUND FEED FROM PP. CONTRACTOR SHALL FIELD VERIFY LOCA 77ON OF BURIED ELECTRICAL SERWCE PRIOR TO CONSTRUC7701V INV 6.61 PROPOSED 8"SS CL APPROX. LOCH 71ON rJ EXIST. 6" FM � j � ` \� 4"�SCO / I• ��~ f4 INV 5.12 INV. 12.8 APPROX. LOCA7701V EXIST 24" FM 4 "SSCO INV 13.0 ,4"SSCO INV 13.8 -•4"SSCO INV 14.4 "SSCO ® 75' 0. C. MAX. NOTE: - CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING 6'FM AND 240FM PRIOR TO CONSTRUCTION OF PROPOSED SANITARY SEWER MAIN AND SANITARY SEWER SERVICE. CONTACT ENGINEER WITH ANY CONFLICTS. EXIST. SSMH RIM 11.41 INV WEST 0.07 INV EAST 0.09 INV IN 3.9 INSTALL INSIDE DROP EXIST. SSMH RIM 11.44 INV WEST 0.22 INV NORTH 0.41 PROPOSED SSMH NO. 1A RIM 11.0 INV 4 0 NEW HANOVER COUNTY STANDARD NOTES 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS, 2. WELLS IN CONFLICT ARE TO BE RELOCATED. 3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT OF WAY LINE. 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50, D.I.P. 401 PROTECTO CERAMIC LINED. 5. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM WATER LINES OF 10 FEET LATERALLY OR 18 INCHES VERTICALLY (WATER OVER SEWER). IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFIWNG OR EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION. �I•I•�I•I•i��i>��I•i��l•�I��i��1•�i��l•1�-!�:'>r�i�r��ii•�1•mil•�iii�!•i�r��i��l•�i�l•��il•i��iil•!• =1=]��ii!•��il•�i•��!•1•i��i•i��iil•i•�I•iiiiiiil•1• ��I•��I�i�=1.1•I•��1•�1•I•��i��1•��1.1�# C�d..��I•��il• �I•mil•i1•��® ��1•i•�I•ii��il•1•��i�l•i•��i�i•�11•�i��l•i_'F- �I•��i•I•i 1.1•i�ii�l•i•��ill•i•�i•ill•��i•I��:t.1A�1•��!•��il•�� ' ��ii�l•��iii�■��Ifi�s�■Ir�il�l�r�rlr�■�1•��I•i■■��liill■i�r■�I��iliil��l•■�iI■■i�i�illa■i■ar-��fir•iil�rl■i��ill�ii�ri�illii■�i■11■�1�■I�■■mil•i��w�■■i�i■■IW■11■i11i11■illlA�i��i•1.1■�I��Ilri��ll■�11�■■■II.1■III■I■6■r■�iIIM�i•1•i�■�Illi■�i��iillll�ll■■r • �ii•�i��i•1•i��i_i•��i�i•��I•i t�+��!•i•��I_��i�1��(•��1•i•��il•il•iiil•i•iiil•I•i!•iiil• If�t� �:'F��i�l•1•��il•�!9 �� r��l•��!•�i�l•1•��il•1•��i�l•r�� i i 1■� �i ui>•i■,■� � ii■ i I•■ 1_ � ■■i i � i_ � ii i■Ir -i �I■ ■■i � � � r i■■ I_ I_ I_ i � � � � �i i � �r�`i• �■i.�1■ 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i��i�I♦iiil•��il•��il•I•�i�i��il•1•�1.1•��I•i♦I♦1♦1♦1♦��i�i#�w '_"rliilll♦��!♦I♦I♦iii�i�iiii'��i��il�� il•iii��_iIl•iii•i�i•� ��ii•i!•ii�il•iiii•_��i��II•_�r•��iil��ll•�i•I•��I•I•i�i•1•_��1}i'.lii��i�i ��I•��i.............��l•i•i��ii��lrl•i•il•1•i•��i�ii��iii��l•i�i�f��I��l•I•i•��1•I• �i��!•��© �sr11111f��1_1��iil•�1•;•��I•�i��r#•��1•I•��1•I•��i�l•1.1•��I�1��1.1.1•��ri�l•I•!•1•�ii i��'�I•�ii�� HORIZONTAL SCALE 50 50 75 100 150 I INCH = 50 FT. VERTICAL SCALE 50 0 7.5 10 100 1 INCH = 5 FT. DEVELOPER: MONKEY JUNCTION MINI STORAGE, INC. 5044 CAROLINA BEACH ROAD WILMINGTON. INC 28412 0+00 PROFILE -SS RUN 1 HORIZ. 1" = 501 VERT. 1" = 5' mum This drawing and/or the sare the STOP pr°P"ty E��tKAz eproduction. dteratisn, or other use o1 this draw wRho tt their Writ consent is pro aFt.d any inkiryernent rii be subject to ftol action. ESP Associates, P.A. 1+00 DTI Mc II 5 NHC ENGINEERING COMMENTS 01 10 07 RV NO. DESCRIpmN I DATE 4+00 -oi CARli�/i J �•�4 • FES81 - !t 7 i � • NGINE� GV�� 5+00 NEW HANOVER COUNTY 4ORTH CAROLINA WATER &SEWER DISTRICT @.tmdMn. P.A. MJ SELF STORAGE AIRPORT 2312 NORTH 23RD STREET ATE: 11 30 06 SCALE:, " = 5Q' DRAWN: CRS CHECKED: BRG PROJECT NO: UR 0.400 SHEET NO: C2A 00 1'-6" x 1'-0" x .080 SiD. ALUM. HANDICAPPED PARKING SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL BOLT TO WD. POST W/ 3/8- CANDIUM PLATED NUTS. BOLTS & WASHERS. 9" x 1'-0" x .080 STD ALUM. SIGN TO READ "MAXIMUM PENALTY S100• GS 20-37.6". BOLT TO WD. POST WITH 3/8* CANDIUM PLATED 12" NUTS, BOLTS & WASHERS. COLORS PRESSURE TREATED 4:000 POST LEGEND AND BORDER - GREEN V&WL %&E BACKGROUND FINISHED GRADE 1-1/2 R(TYP) MAXIMUM CD PENALTY E1 I M 11- 3/s"(TYp) I I ICI I El 111 $100 III -III- GS 20-37.6 12" LEGEND AND BORDER - GREEN BACKGROUND - WHITE TYPICAL HANDICAPPED SIGN DETAIL 2•-V 1'-Mi' O" 1 1 /2•R CLASS A CONC. `° 3"R f • C.4 • r • w • •;k-. r • NOTE 1. BASIN, FRAME AND GRATE MAY VARY IN NONESSENTIAL DIMENSIONS. 24' DIA. INV. 8.7. 4' x 4' PRECAST CON W/ KNOCKOUT PANEL ALL 4 SIDES #4 STEEL REBAR JGALV. OR ASPHALT TACKWELDED AT 4 O.C. EACH WAY. LAID IN OR BOLTED TO TOP OF STRUCTURE ATTACH SCREEN WITH----, GALV. LAG & WEDGE ANCHORS TEMP. EROSION CONTROL STONE DURING CONSTRUCTION 1 /2' OPNG. GALV. OR ---� ALUMINUM EXPANDED METAL SCREEN 3 SIDES (3) 2.25'xO.25' OPENINGS INV. 11.2 2" DMA• INLET ENV. 10.0 Cc w Z 0 w 3 RIP RAP LINED f TYPE 1-2 ON TOP OF r TYPE H BINDER -0' ABC SEINE (4=11) NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDT IONS. CONTRACTOR SHALL COORDINATE W/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. PAVEMENT SECTION 10' EMERGENCY SPILLWAY DETAIL PLAN CONC. CO • r �.F.. •' BRICK ••• ism 4.0' COMPACTED SUBGRADE OR 6' CRUSHED STONE. SEGI10 ELEVATION DETENTION POND OUTLET STRUCTURE SPEW T PAVEMENT ELEV. VARIES 51ER CAS NG LEA • IRIDAZOWNDdc SECTION DROP INLET DETAIL NTS TOP 13.0 IIIr � rya. � ••a' �ti1�op-, . a • -+jai •'49��. 4��a��►��r PRE -CAST 3000 PSI SEE PLAN FOR PIPE ORIENTATION & SIZES SECTION CURB INLET DETAIL TOP OF BANK 14.0 TOP OF BANK 14.0 BOTTOM OF SPILLWAY 13.5 �1 S mm ffm � Comm CROSS SECTION I� SECTION A-A� ENERGY DISSIPATOR NM 5mm OR MOOD POSE i MAZE MM FOR S Mp M FMW i I &A 0R E KM 311OMM FILiE7t FAEAtlG ion OF m FIm DW ! dr WM r~ 1. SMW YN. FA!lR1C 911Ai1 BE MN. OF 30' N MAOIH MATH � DO !A/M FOR m 9FRMH� Z. FMIND SHALL OE CONTKOM Li?10T11. F ro11ITI; ARE IEIcEaSwl LAP Flow "a 10 mm. & MM FOSF SHALL IE MN f N HWff AND TIE OF 1I1E IIELF-00TEM STUD+ ANGLE TtPL 4, MOOD POST SHALL N A MN. OF 0 N HEM MAD 4 70 Pm INRH MN I= D AN � STAPLE 1 LAND OR 1TE wm TEMPORARY SILT FENCE NIS NOTE: SWALES TO BE LINED WITH NORTH AMERICAN GREEN S758N LINER OR EQUAL AND SEEDED. 10' FOR SWAL.E S I SWALLE 2 5.� SV-OR 0 TYPICAL GRASS SWALE N.T.S. DESIGN NEIRED FLTFA I N= FAIM TEMPORARY SEDIMENT TRAP DETAIL NIS DETENTION POND NOTES: 1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE. 2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 249E BERMUDA, 20X TURF FESCUE, 109E CREEPING RED FESCUE. AND 24% RYE. SEED AT RATE Of: 2-3 #'S PER 1000 SF. 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. 1. CATTAIL 2. COONTAIL 3. SPATTER DOCK 4. POND WILL BE DRAINED BY PUMPING INTO OUTLET STRUCTURE. 10' VEGETATED SHELF 0 6:1 SLOPE ENR HIGH WATER LEVEL 11.2 RIP RAP LINED 1 3 NORMAL POOL 10.0 NORMAL WATER LEVEL -1.67' BOT, A.3.... BOTTOM 6.0 1 3 MAX 1 FOREBAY ---/' BOTTOM 7.0 POND SECTION NIS 11811 Lmm TEMPORARY/PERMANENT GRASS SPECIFICATION �, E N TRtE DRIPUNE' SrAKE 3HEIGH ABOVE BARBER -� GIRIIDE I.,fl . TREES TO BE SAS WILL BE CLEAMY WILED PRIOR TO CONSTRUCETON AND A PRONG IVE BARRBA IS TO W INSTALLED AT TfF DRIVE DRIP UK - THE AREA OF SOIL DIRECTLY BEIM' H THE TREE EXTENDING OUT TO THE TIPS OF THE oun"m BRAmIES. TREE PROTECTION M a M! 3 v Z Nls w•► 0 A A O Q 1/4' MARE MESH ' Q N `� m 2 Z Z 8' MIN. 2' - 3' COARSE A�REGATE LAIRN'Up U TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS :. SEDIMENT 1. MEjj STONE 01 SEcnau '1-A 2 WERE MESH SHALL BE 0 MULTI -DIRECTIONAL FiAW VOFPMKW"'E 1 4 & Witij?RDINGLY FOR INLET PROTECTION ? O Z 0 CONSTRUCTION SEQUENCE Z 1. INSTALL EROSION CONTROL MEASURES PER EROSION AND SEDIMENT CONTROL PLANS. 2. ALL EROSION AND SEDIMENT CONTROL (E&S) MEASURES WILL BE CHECKED FOLLOWING 1► EVERY RUNOFF PRODUCING EVENT BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY REPAIRS WILL BE PERFORMED AT THAT TIME. 3. CONSTRUCTION ENTRANCE(S) WILL BE INSPECTED DAILY BY THE GENERAL CONTRACTOR. THE ENTRANCE IS TO BE KEPT IN A CONDITION SUITABLE TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. ANY OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADS WILL BE REMOVED IMMEDIATELY. 4. EROSION CONTROL MEASURES AROUND DROP INLETS WILL BE INSPECTED AFTER EACH I RARE. ANY REPAIRS REQUIRED WILL BE MADE AT THAT TIME. SEDIMENT WILL BE J REMOVED WHEN IT BECOMES HALF THE THICKNESS OF THE STONE AROUND THE BASE V N OF THE EROSION CONTROL DEVICE. 5. SILT FENCE WILL BE INSTALLED AND MAINTAINED PER PLAN. - 6. SEDIMENT BASIN WILL BE INSPECTED AFTER EACH SIGNIFICANT RAINFALL. REMOVE IM SUREMENr SEDIMENTATION FROM BASIN AND RESTORE TO ORIGINAL DIMENSIONS/CONDITION WHEN .� SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF BASIN. 7. ALL CUT OR FILL SLOPES WILL BE 3 HORIZONTAL TO 1 VERTICAL OR FLATTER UNLESS Z OTEHRWESE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHIN 21 DAYS OF CONSTRUCTION. w 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. ALL `-- 2:1 ME SUM MAIL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED N O ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN. 1:1 SIDE SM WAX 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON � P: THIS PLAN ARE NOT EFFECTIVE. 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS STONE SECTION COMPLETED. Q 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT ,� 2 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT. PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE Z REQUIRED 55' 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL II* CHECKED FOR STABILITY AND OPERATION FOLLOWING VEGETATED EVERY RUN-OFF PRICING EVENT. BUT IN NO CASE LESS FILTER .��\��P' 1. THAN ONCE EVERY W EX ANY NEEDED REPAIRS WILL BE ��, •gyp` 4, . MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS ; , ` •�'.�=r% DESIGNED. r' 4 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT • � "' H FENCE & INLET PROTECTION AROUND CATCH BASINS "' � ��. '�� •� WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. 15 CMP .� o • • ``� TIME SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO (SPLIT IN HALF} MAINTAIN A BARRIER. BURY TO EXIST. 4. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS NATURAL GRADE WHEN STORAGE CAPACITY HIS BEEN APPROXIMATELY 507E m � � ! FILLED. GRAVEL WELL BE CLEANED ORREPLACED WHEN THE SEIMENT POOL NO LONGER DRAINS PROPERLY. 5. INSTALL EROSION CONTROL MEASURES AROUND DROP EXISTING NATURAL 'IL 'I' INLET'S AS SHOWN ON THE PUNS TO TRAP SILT DURING AREA TO REMAIN CONSTRUCTION. INSPECT THE ERIOSION CONTROL AROUND UNDISTURBED y THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50 PLAN VIEW FEET DEEP Tn PROVIDE ADEQUATE STORAGE VOLUMET:OR " SUBSEQUENT RAINS. WHEN THE CONTRIeu11NG DRAINAGE 8 AREA WAS BEEN ADEQUATELY STABILIZED, REMOVE ALL wi MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE CONC. LEVEL SPREADER � � OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED LIP EL. 7.5E 6u AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL • Ci BARE AREAS AROUND THE DROP INLETS.MP OF 3 _g ABOVE EXISTING GRADE 50 VEGETATED FILTER K 14.0 & THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE EXISTING NATURAL W W LEVEL OF SEDIMENT REACHES 0.5 THE HEIGHT' OF THE AREA TO REMAIN RISER PIPE. GRAVEL MALL ICE CLEANED OR REPLACED t� WHEN THE SEIMENT POOL NO MANGER DRAINS PROPERLY. UNDISTURBED 3 11/2 SECTION OF 7• NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE 15" CMP x 55' LENGTH SPECIFIED ON THIS OF 1 VEVICAL TO 3 HORIALIL ZONTAL UNLESS OTHERWISEFOO'nNG-/ N2WITHI1 CALENDAR OF BY OTHERS) � AND STABILIZED �E INSTALLATION. B. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 21 CROSS SECTION o DAYS OF DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED 1 i o 3 ACCORDING To sE'EIFIr.ATDODds IN THE SEEDING LEVEL SPREADER DETAIL SPECIFICATION TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE o COVER. NTS 9. MORE STRINGENT MEASURE'S SHALL BE USED TO HALT Z EROSION F THOSE SHOWN ON THIS PLAN ARE NOT 10. ALL EROSION SHALL E3E CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED. 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF POIRJECT. ALL PERMANENET MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE OUT. Q "x N O - ` y r I � `� l � � - s L ii •S ,:5/1 7i 1� ',},•1, YM1I��t 11 i�_' 1, fj .= � i �' 1 •� r F + ,' I � _ . , . . , '. , . , 1. � - _ '� •� r s � ; 11. i . � � `>�� ;' i + I � � i , k T st e r i � `� I . _iL.._�L4'_.1. :.� ..i�.l..-1.__L.__.11=1_:�.f r..l_.l;ii! 'h t� NOTES: 1. WATER METERS ARE TO BE PROVIDED BY THE CITY 2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC RIGHT-OF-WAYS AND/OR EASEMENTS 3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS WHERE R/W ■WIDTH PEF of LARGE CAST IRON METER BOX MAX � MIN TYPE *Km SOFT COPPER 1I/BING MUELLER H-1422 METER YOKE W%12 RISER FORD YF66-1x W7212 u " WATER SERMCE SD 4-06 NOT TO SCALE 1 L1 IL11' ■1; �► ► �► r A FIN PIPE SR INDICATEI ON THE ❑ ❑ ❑ WATER ❑ ❑ ❑ A FOUNDATION MATERIAL. PVC PIPE r'1 CV►' CLASS PIPE_BEDDING DETAILS NTS - .688' PLAN SECTION ',■A -A" GRE-WVC-6HD, CAST IRON OR EQUAL APPROX. WEIGHT 171bs. HEAVY DUTY VALVE BOX LID SD 14-08 NOT TO SCALE CASTING FLANG EXTENSION OR ❑THE ' CEMENT MORTAR VARIES FOR WOODS OR OTHER AREAS OUT OF PATHS OR TRAFFIC TOP TO BE AS NETTED ON PLANS ON UNPAVED ROADS PROVIDE 8' COVER OVER LID, AND SET A LABELED CONCRETE MONUMENT NEAREST R.O.W. LIMIT, 2 COURSES OF BRICK OR MH STI PRECAST LEVELING RINGS (TYi PAVED AREA - C.I. MH FRAME L COVER TOP TO BE: FLUSH WITH STREETS, WALKS OR RESIDENTIAL AREAS. 2' ASPHALT -,, 4' BASE CONC. COLLAR -PRECAST ECCENTRIC TOP '-GROUT INSIDE L OUTSIDE WITH APPROVED NON -SHRINKING GROUT �-- MANHOLE IN ACCORDANCE WITH ASTM C478 PRECAST BARREL SECTIONS 2,3,4 FOOT LENGTHS 5' MIN. WALL THICKNESS FOR 4' DIA. BARREL 6' MIN. WALL THICKNESS SLOPE BRICK AND TYPE 'S' M❑RT❑R FOR 5' DIA. BARREL 6` EXTENDED LIP SLOPE= 1'/F SLIDE MONOLITHICALLY CAST WITH BASE SECTION THE DIA. OF LARGEST SEWER PIPE '.': ,>> ;,;�';:: ' ' •'' ' EXTENDED BASE NOT REQ'D FOR MANHOLES <8' DEEP �[ ' MIN. r • �,•.. 3' MIN, 6' MI 8' MIN. STONE 1`-0' (TY BEDDING FOUNDATION PRECAST CONCRETE MANHOLE TYPICAL ©� (LESS THAN 30" DROP) NOT m SCALE WATER ❑00 i 0.5' SECTION 'A -A' 7.75' MINIMUM WEIGHTS, EXTENSION TOP 10 LBS. BOX 40 LBS. NOTE, EXTENSION 40 LBS. VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS. HEAVY DUTY LID REQUIRED. SEE SD 14-08. WATER VALVE CASTING SD 14--07 NOT TO SCALE It OR EASEMENT LINE r LANDSCAPE TIMBER TO MARK CONNECTION THREADED '-V MIN. PLUG 8' AIR GAP FEMALE ADAPTER 4'-45« BEND 4'x4'WYE� 4' MIN. SHALL BE DEEPER IF SITE CONDITIONS REQUIRE FOR LESS THAN 4' DEEP SPECIAL PRIOR APPROVAL BY ENGINEERING IS REQ'D. NOTES: rVARIA$ SLOPE 1 • ALL WATER PIPE FROM RIGHT-OF-WAY TO RIGHT-OF-WAY AT HIGHWAY CROSSINGS PER FT MIN. SHALL BE DUCTILE IRON. 2. CASING PIPE SHALL BE STEEL WITH A MIN. YIELD STRENGTH OF 35,000 P.S.I. PIPE MATERIAL, SCH. 40, 3. INSTALLATION OF CASING PIPE SHALL BE SOLVENT WELD PVC 1120 BY DRY BORING & JACKING. P ASTM D-1785 4. INSTALLATION OF CASING AND CARRIER SRMCE CONNECTION & CLEAN-0„�JT °Fs SHALLSPORTATION PTRANSPO LFORMul°'pPouc,'€EEPL TRANAND Nor SCAE PROCEDURES FOR ACCOMMODATING E RTAR UTILITIES ON HIGHWAY RIGHTS OF WAY". STACK 5. CUT A LENGTH OF PIPE SUCH THAT A J0�1� AT BOTH ENDS OF THE 6. GREASE ENCASEMENT AS REQUIRED FOR EASE OF INSTALLATION. 7. ENCASEMENTS SHALL EXTEND FROM DITCH P 04E TO DITCH LINE IN CUT SECTIONS RICK 5 13EYOND THE TOE OF SLOPES IN FILL SECTIONS, AND 3- BEHIND CURB SECTIONS. HEAVY DUTY LID SEE SD-14B R� HIGHWAY R� I 2' ASPHAL 4' BASEJ TAR OVER FLANGE FOR CASTING DETAILS' .. 1' MORTAR SEE SD-14 ` . " ` ' STANDARD BRICK np 'MORTAR WATER VALVE BOX EXTENSION AND CASTING CENTERED OVER VALVE NUT SEWER CLEAN -OUT CASTING NOTES, CENTERED OVER STACK xTHIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS. sPRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE 95% COMPACTION OR BACKFILL IN 6' LIFTS. TYPICAL DEIAIL YALYE BOX AND CLEAN -GUT BASTING BASES SD 15--02 NOT TO SCALE C HIGHWAY TOP OF CASING z CASING PIPE TO EXPEND PAST DITCHo= TOP OF CAST CASING LINE IN SSECCCIONS� 4= TOE I OF ASSEMBLY. UPPOffj 2" GALV. PIPE FOR DRAINHOL HIGHWAY CROSSING DETAIL NTS R PIPE TEE - (FOR FORCE MAIN USE 90' ELBOW W/ RESTRAINED J❑INTS W/ 4' MIN COVER) CUT TO PROVIDE--,, MAINTENANCE (NO MORE THAN HALF) '4 INFLUENT PIPE STAINLESS STEEL STRAPS L ANCHORS .,' •: (TO BE SPACED @ 30' BETWEEN STRAPS) r. SEE 'STRAP DETAIL' THIS SHEET BARREL DIAMETER 5'-0' MINIMUM, UNLESS OTHERWISE PVC PIPE TO BE SAME SIZE NOTED ON PLANS '" i AS INFLUENT PIPE FORINFLUENT TRANSITION IF NECESSARY 8' OR LARGER �� -- AT THE TEE Y4 BEND NOTE: PLACE THE LOWER �4 THE DIA.O'S BEND AT ELEVATI❑N SHOWN OF LARGEST _ '�;�- ❑N PLANS, N❑T ❑N SEWER PIPE ,'°- MANH❑LE BENCH, AND ./ DIRECT FLOW OUT r' ~{ �� OF MANHOLE FILL ANNULAR SPACE WITH CRUSHED STONE AT EACH END OF PIPE. `2,500 PSI CONCRETE DROP MANHOLE 28 DAY STRENGTH (MORE THAN 30" DROP) NOT TO SCAF TRENCH BOX EDGE OF PAVEMENT A ROAD 1 riiTOP OF CASING C 7Z- LAYOUT SCHEDULE (FT) A 5 6 7 8 9 110 Ill I 12 D 5 6 171819 110 Ill 1 12 Md PLAN WITH COPING REMOVED O�I/fV /�AOIAI/ SECTION X-X A - MINIMUN DISTANCE FROM THE EDGE OF PAVEMENT IS BASED ON THE DEPTH OF PIT AND BY A RATIO OF A 1:1 SLOPE. FOLLOW SAFETY REQUIREMENTS BY FENCING OFF OPEN PR AND WORKING AREA. BORE PIT SECTION NTS GENERAL NOTES: ALL DROP INLETS OVER S-6" IN DEPTH TO BE PROVIDED WITH STEPS V--2" ON CENTERS. STEPS SHALL E IN ACCORDANCE WITH STD. 840.66. CLASS "B" CONCRETE TO BE USED. ALL MORTAR JOINTS ARE TO BE 1 /2 * 1 /8" FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. 2--6" iq SECTION Y-Y DIMENSIONS AND QUANTITIES DIMENSIONS OF BO( & PIPE CONC. IN BASE TOTAL BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDT1 HEIGHT PER FT. HEIGHT BRICK COPING MIN. H D A B H MIN CU. YDS. C.M. R.C. 12" 3'-0" 2'-C 2'-S" 0.267 0.313 0.037 0.871 0.020 0.032 15" 3'-0" T-I+' S-0" 0.267 0.313 0.037 0.976 0.031 0.047 18' 3'-0" 2'--(" 3'-5" 0.267 0.313 0.037 1.106 0.044 0.065 24" 3'-0" 2'-(' 4'-0" 0.267 0.313 0.037 1.289 0.078 0.113 30" 1 3'-0" 2'-(" 4'-3" 0.267 0.313 0.037 1.367 0.122 1 0.170 NCDOT DROP INLET DETAIL FITS NCDOT STD. NO. 64'0.15 LA I3 Iwo tj "i tj 1 2 4.. Z Od, M 0 oM go al A ¢�I Ncoon 'V 1 rW� V 0 0 Q _ U N mz z z o0 � � Qz U � V � 3 Z n LAJ O o � m r� 4 4 W O w � 5 z �o W D v � 30 O o z N � o 0 v YC s*i 0 cc M CL 00 0 N a 0 N 3 a Q LL 3 C ii 0 LL 0 Q a a� CD q a ri NOTES.- 1. SPEED LIMIT- 45 MPH (23rd STREET) 4. ALL ROOF DRAINS TO BE DIRECTED TO THE STORMWA TER COLLECTION SYSTEM INLETS M w H� s SURVEY LEGEND LEGEND q O EXISTING IRON c N M' EXISTING CONTOURS EI EXISTING MONUMENT (CONTROL POINT) 14 PROPOSED CONTOURS v NC cRlo (Nan '83} Q EXISTING DOT R/W DISC LIMITS OF DISTURBANCE • SET IRON ROD Z0:4 1111111w FIBER OPTIC CABLE x x TEMPORARY SILT FENCE TRAFFIC LIGHT POLE ♦-TP21.3 PROPOSED TOP OF PA VEMEN T ELEVA 77ON i d � POWER POLE ® TELEPHONE PEDESTAL TC21.8 PROPOSED TOP OF CONCRETE ELEVATION ACCESS EASEMENT C) GRAVEL CONSTRUCTION ENTRANCE Z INLET WITH INLET PROTECTION F.E.S FLARED END SECTION V' E. D. ' ENERGY DISSIPA TOR ZONE x ` AREA DETERMINED TO BE OUTSIDE THE o ACCESS EASEMENT 0.2� ANNUAL CHANCE FLOODPLAIN N _ SET IRON ZONE AE BASE FLOOD ELEV. DETERMINED z `ORIGINAL EC4=` ATED� �\ ��` Z_ � U 32' GA TE W17H LOCK INLET P-141AA-6E-1f 1A z �5il"TEzo (BY OWNER) D1�6 � o NEW HANOVER INTERNATIONAL AIRPORT 4�N E +, r�� Q Z BOOK 1874, PAGE 126 ti v PROPOSED DETENT70N POND V) 3 TOP OF BANK 14.0 } D.L NO. 7 DENR HWL 10.7 Cl NO. fi OUTLET STRUCTURE �, rye• ry�9 � FFE� l / � ti 2 ' _ RIM 19.9 NORMAL POOL 9.5 END 10' ti � ti%' �2 O RIM 19.6 SEE DETAIL --� `�; _ - INV. 1fi.0 INV 14.0 BOTTOM 5.5 ( ) EASEMENT _ . - � w BEN 10' WIDE VEGETA 77VE SHELF 5' WIDE EMERGENCY �� SMI TH CREEK \ -2 \f cE SPILL WAY EL. 13.5 1 135A:?0,/l2 T T �, ,� / /rye 14'STpR r~ ~ / 24"RCP �S O f O Ry �� 80 ,60 o a z 9 $ 3Jp +SF X7� FFLr��2 g / \ 4 p0� 1 �� \ \ \ 4 F" jp xt 24 F.E S NO. 2 INV. 8.5 Z o z 0 �ry ry� / •r,;Q 20' Ory FF�-2r I 1 •fp.20 _) " M� 7 �' D,� ` o -� ,�Q 0 , < �,�. w/10 x10 x12" E.D. NO. 2 o Q 79 �!c ��' - ` I� �ry 9 i 6 IIs W ¢ I O a SX2 _1'.�S � ,.. � 5: f SWALE N0. 1 1► �3pTpRY 5-'�Qry \ N'; (5t,? LF 04.0% SLOPE) O Imo. l D.1.~NO. 8 ryo9 / S O ti0� f� 18 R � . . � ; �Q -LEVEL SPREADER 4. a GATRIM 7 --DA 7 4 - 40 INV 8 0 r r ` 0;fi9 Ac rp20.9 15"R P / (SEE DETAIL) Q V I`= Fo¢c� o r / �p2 ` i\ / 6 TEMPORARY SILT FENCE Q MA1Iy EASEMEN UILpIG 4 \ / /�~20:� r �0. .� _ } `, '�`� iL fi I 1�1-Sr RY , / _. �Q�` J` r / 4y �\ i � N Y p \` l �► / 83 S . RY �09 )FFE=21.0 1\M ,340'/X 5 0�` � �� l` � •. . � • - /, _ _ �� f 'so,ss. - � L� Q �1 / �, t�o��' 15D OTPRINT i / 1 20 / /i - - - �. - - J y • } ``. _ _ 1 Q I► (� ti SF 0 CROWN Box CORP +I , R 32.1, FFE 2.D /2 `� r` \ - ✓� / J I _ J - - _ L r�- J- / - Z BOOK 1118, PAGE 815 �1 J� (L Q D. fi 1 A c. ry0 9 > I i 1 ,� /-��a� J' , . /' . �, W D.1. N0. 5 l D�4 //GF 2 __ -\ -�� j.,L% _ l J7 . . . . . . . . .1 - f / N o RIM 21.0 1 U. ,� a INV. f7.5 1 �h�i 05 X' 60 .\ L . . FOR / IL� % �� J DD S� 1 14ik1 , - - -� 0.83 ACf 4a4TLANI]S &. ...L . . . - . ^ . \ . .. T Q 3 W Eh(ENr R ry `i�' cb ,. } Cd \ FEs29.0 ''� 1 /� ` �o _ _ CONSERVATION SPACE. .�_ 1D EA AP1NC $TRrP rye. /-Q° /� �� F �09 :- 1 i of i rP18. - NOS SE qA EXISTING . . . . . . . . . \ 1 ~ ;l 00 ~ 2 1.3--� L G g �� \` \ \ _ . ' PERMA'NEI r a d i •\ rC21.9 \� D�AIAIAGE -\ . �1 �1 -��` ', ��\ 00 I � _ `EASEMENT a\ ! f e~ - - - 77 ti ti WIRE 4 Z C.I. NO. 4 %. _ - - , _ - r FENCE I ?1.�3 r �- C � �' E TEM `" �B XIST� TEMP. CONSTRI)6TION EASEM�, IT - � � 5 + - p/`--- RIM 2 1. 0 � � � �� f �' � --�� \ � T� uc� _ �. _ IN 16.1 D�1'4s 11 ,� i ` �z 25' STD TYARD \ 1 �_� �8' �t2€6- `� 0. , 4, Ac. R \ ` s 1 - 4 a -` - I. f r ~ `- ~ -- = - - �~ ~ - ` l i 3�OT 75 1- 54 ~ INV. 2 -=' �- 1 3 ` ~~10-- 89'28'43"W 5:1 SWALE NO8`7'-- �- - _ -- -- _. -�;i �_ -- - - -�- - 3244 - _ -26 f �CALCU LD-Tu 19 � a4 �9 (190 LF ® 0.87 SLOP3-- �' �8 r�!�20------- ZONE AC CITY --CUR & r�ER CITY BEGIN 1 D' � �� C.1. ND. 1 24 "RCP ----- --- ?O--------- --- `-C _J o �- �� RIM 18.5 _N x �� ° o EASEMENT - ~ =��G� O INV. 10.35 a_ 24 F.E.S. NO. 1 INV. ]0.0 ----- �� - , C.1. No. 2 �� 5� �J�2 w/1s'x18'x12" E.D. Na 1 _ ---_- .�°_- �_---------------------------------------------------------- NOWED _S01'29'46"W 1033.51' (DE TIE) yo S81.52' 7' �� - - -��_00' = - _------------------�----- -- -- ' RIM 20 7 T` �-- _ INV. 13.7 �� N (1 a R W) _ 1 12" WATER LINE SCALE y m 31.7 ' i 0�1� �,�i �I - - D FROM C.0.4V, WATER &SEWER MAPS \ f�fl�E ouuor r r �18'°F.E.S NO. 3 INY �6-0- MA - - - - - - -- - - --- - - - - - - - - - - - - TCH EXIST. ASPHAL T _ -- w/5 x x12" E. D. NO. 3 GRADE 24.0f -- I Ll�'�TS E3ENCHMARK r- --`--- - - R/W DISC r r - _- - ----------------------------------------------------------- lEMPBRARY GRAVEL _ �� - �- RCP INV.=9.62 ,-- - ELEV.=22.50 ' ___ _- - f - CONSTRUC170NE RAN�E c o ACE &�I� is , 18"F.E.S No. 4 IN 20.0 FROM reteiVec� o OEM CC �� C.I. NO. 3 , �� RIM20.9 - -J' - IN 14.5F-A-7 1 WA TER METER w/BACKFL OW PREVENTION 1 J" WATER SERVICE. MINIMUM 36" BURY. `-- - DIRECTIONAL BORE (SEE DETAIL). TIE INTO EXIS77NG 12" WATER MAIN CN L N.C. ONE -CALL GRAPHIC SCALE BEFORE YOU DC 50 0 25 50 100 200STOP MINE 800-632-4949 ( IN FRET � AYOD llnlll'f OAYkGI/ 1 inch = 50 ft. This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. 0 0 z o w q _.- _LA_ LI, SJ:L, + . �.�.F�s- L•..':"l"` �. ...- -- . _ _ ...i;. LzA: .cL!_, nzL.- A M. �11 ,00 Aoftff SMW la vl CINI TY MAP N7S SET IRON ORIGINAL ECM OBLITERATED - END 10' EASEMENT EXIST. CONC. TO BE REMOVED W17HIN 10' EASEMENT FOR NC GRID (NAD '83) ACCESS EASEMENT Work Table for Determining Required Conservation Space Developable Land Conservation Acreage of Conservation Minimum Resource Resource on Space Factor Conservation parcel (times) (equals) Space Swamp Forest 1.01 0.5 0. 50% Total Minimum Conservatlon Space QLf9J acres Total Parcel Acreage � 02 acres Minus Total Minimum Conservation Space '2 `,05 acres Equals Maximum Developable Land &115 acres Provided Conservation Space _ , _goes SITE DATA ZONING Al CAMA LAND USE CLASSIFICA 770M URBAN 7RANS177ON TRACT AREA 305, 610 SF/7. 02 ACRES DRAINAGE AREA 230,185 SF/5.28 ACRES DISTURBED AREA 290,000 SF/6.65 ACRES BUILDING HEIGHT (3-STORY) 35 FT. BUILDING HEIGHT (1-STORY) 9 FT. BUILDING LOT COVERAGE 34% SE7EACKS MIN. FRONT 50' MIN. SIDE 0' MIN. REAR 0' IMPER U-M AREA BUILDING 104,200 SF/2.39 ACRES (INCLUDING CANOPY) ASPHALT 88,400 SF12. 03 ACRES (INCLUDING CURB & GUTTER) CONCRETE 2,300 SF/0.05 ACRES TOTAL IMPERVIOUS AREA PASM 194,900 SF/4.47 ACRES REQUIRED SPACES 13 (5250 SF OFFICE - 1 SPACE1400 SF) PROVIDED SPACES 30 INTERIOR AREA REQUIRED (8X) 7,072 SF INTERIOR AREA PROVIDED FO PLAN77NGS 7,090 SF &_Q87TON a --STORY BUILDING) 845 SF FOUNDATION PLANTINGS REQUIRED (NOR774) 215'X32.75'X0.12 FOUNDA 77ON PLANTINGS PROVIDED 865 SF ,FOUNDATION PLAN7INGS REQUIRED (WEST) 590 SF 150' X 32.75' X 0.12 FDUNDA MIA/ PLANTINGS PROVIDED 590 SF ' STREE"TYARD LANQ,S-CA S7REETYARD REQUIRED 24,900 SF I (1032' - 36) x 25' S7REETYARD PROVIDED 24,900 SF ' TREE M1.Mi SIGNIFICANT TREES TO BE REMOVED 24 (TOTAL CALIPER INCHES = 1 ® 24) TREES TO BE PLANTED BACK 48 It (TOTAL CALIPER INCHES W/ 2"-3- �� H " J o W � v Z V o o Or N � V N Z mz z o0 4 Z V " Zto k 32' GATE WITH LOCK 1-0.21 ACRES OF NON -JURISDICTIONAL , CALIPER 77?EE0 MINIMUM) Z WERANDS TO BE FILLED. ti ' (BY 0ANER) 5• J � +L x � NEW HANOVER INTERNATIONAL AIRPORT NOTES: _x BOOK 1874. PAGE 126 1. SPEED LIMIT 45 MPH (23rd STREET) o v 1 Z x_ s 2. LANDSCAPE PLAN BY OTHERS. 0.18 �ICRES OF JURSIDIC77ONAL WETLANDS TO BE FILLED ; J. 71 PR07EC77ON APPROVAL REQUIRED PRIOR TO ISSUANCE Z PER ("J. S. ARMY CORPS OF ENGINEERS PERMIT NUMBER 39, \ OF LAND DISTURBING PERMIT. ISSUEJ JVNE 12, 2006 4. RADII ARE 5' UNLESS NOTED OTHERWISE. I T4 x�x --5. DIMENSIONS ARE. FROM FACE OF CURB TO FACE Of '"URR. g I �x END CURB & GUTTER 6.--rqIS7ING SURr'1 Y PERFORMED BY ARNOLD W 1` 11f'S(� PL?' AND, SUPPLIED BY OWNER. \, 1 -24" CONCRETE CURB & GUTTERj P �x 'IV ti 4 404 WETLANDS` :,' `, ) rho x-iyC� SM11'r1 LEGEND QVjLQ/NG' 0.2 % B(lN •1-x_ ACEESS__E'ASEMEN7 Z 13 2 / ' \ 1�s G 7 0 EXIST, CONCRETE a BE REMOVED J 7qo sf.10 x 4. , ,tY 24 000480 S 60 s° r7oJ 6 x�x \IL N LANDSCAPE S7RIP "'?s. 12p GA TE (BY OWNER) 12p } 1 ` t 0.45, 24' N14C 20' FORCE oI MAIN EASEMENT yc1 } END CURB & GUTTER -I N CROWN BOX CORP )0} BOOK 1118, PAGE 815 I 1 I EASEMENT FOR I 1 t0 E STRIP LANDSCAPING l I } 24" CONCRETE CURB & GUTTER } I� I} t BEGIN 5'� ,� o 11,37sa40 120 $ x� �� Y WETLANDS TO FILLED s \ - p 80 , r uo Q C� Illllilllilll6o R20 x__ the zI1LU ti Vi (1470) x o ; Q _ WETLANDS TO REMAIN Z 20175a, , 3 TES PC O ry 130 �x +,a ►.!emu - - - 12p t5D0,rT0, .N I 200 x+x-xv vaQ, s=`s`CONCRETE SIDEWALK q 48o*313 60 SIC, 130a N o7' Q6o ~j N (A 15p PINE TREE O 150 - i r 0 1 C14p e 80 OAK TREE Z `. 5 t 7 BUILDING 4 t So Osyc .. 1 p 40 Q s UILDING 6 �D�' a cn } -STORY , 1 _ B TORY so 40 X 5D 140 - '. a a 100 ° �90 56 1 gp �12syc SYCAMORE TREE _� 1V ,3-5 ' 3 11° 1$0 80 a Z ' �, i50'x2T5 T a t 7,DQ0 SF 12syc 1 0 0 ', o a ' ,; 50 130 ---.__ 09M MAPLE TREEDSF FOOTpRIN 90 x - - -111I i11 = 32, t 2 60 8o a so _ _� _ o - CAT-- 8652syc 8 -' P- Da - - 20p-150 ° m 80 - GUM TREE SF FOUNDATION GATE (BY OWNER) o f �� /- gp - o _ .7 .i PLANTINGS gUIt.DINGR�B �\ ,°` �-` ' '�''o .too 9 0 100- .80 _ + , _ m _ a Cn EXIS77NG TREES TO BE PRESERVED 25 9 a t_ST0 , 1 ` so �,. 1' - / - ` , a _ ° c� _ _ 10. _ N 15P* (PROVIDE TREE PROTEC710N) +� ca� 590 SF FOUNIIA TION X 60 a -- - 0 t 0 o d e 0" a 240- - s • 5 c G M 305 F t 65 - ,-- -�, =`� - J 20 o_ .1- o�.� ; r p y �� v --- - 8I5 ' 156 40 - a NOTE. EXISTING TREES WI THIN THIS c, ' PLANTINGS 1� a 1 0 S - - 0 81;ONSERVdTit7N SP �o -130 a Q 50 e� ° 1 0 0 . S 3 SIGNIFICANT TREE TO BE r'.��aiy ' ' S,• ' �Q � 15p i %R e _ _ , - WETLAND AREA TO REMAIN. X24o _ REMOVED AND MI71GA TED Z5'X8x' ° 140 ° e o - s �° -.- _- o- . 9 110. , 1 rI EkISTINr; - " - - . ' _ ' . ' . ' , ' a 20'1 110 a_ _ . $. 000 AREA DETERMINED TO BE So co ZONE x OUTSIDE 7HE 0.2X ANNUAL 15p 14p Sp t o - -� �` '� DRAINAGE NT - - . . 3p 15 1 a 0) 8 _12o 8%._0 8o z CHANCE FLOODPLAIN m ,N EASEMENT i 3 WIRE g s- ;� y �� s --• � (3455) -. ----r-ter- � FENCE GATE (BY OWNER) E IST. TEM r EXIST. TEMP. CONSTRUCn (8090) ~ . - ~/ ZONE AE BASE FLOOD ELEV. DETERMINED 18p g $ -� - ` 12 (11.790) CO STR CTION - a^ p } 16 r�= - - 15p 25' STREETYARD NO2'23'34"W IV01'AO'4S"W �+N0001'07"E CH.207.76' - - - r S01'32'39 W 160.18'.- T=4 CH.73.73' Cy.23.46' - ----- 15p - g01.75 Oo ; ` ��• NO1'2 '26"E CH.184.69' (CALCULATED) N89'28'43"W � (502t7) �� O0 W CH-566.88 24'" CONCRETE CURB & GUTTER - �, ` - - - :2.44' z 7m 2p N07'©6 - � - - -- - - - - - - -t - - �� ,-�- _�-.--...�-=�-u -�� -� - �,- � � or,� - �- ZONE qE o CUI� & GUTTER -` ' �' ` - - CITY LIMITS a ° r - �-- 1 _ - - ___BONE X -__(ELEV_ g too Z Q 6m �- O pAVEt - ------------ ---- _� _ - - -ea _ _ Z Q W EASEMENT } - S- - _ f DOGE F - =-_w-__------------------------- ------ S o �� -` `rNll?n STD T i �Q2 - - --------- ___59129'46'�►N_--- 1033_51�- ---- �o W S81.52' 7" gpU�ARY - f - - - NOp�.I -11N�N --- - --- _ _ (� >� ) ---_- ---- ---- - 31.7 _ _ 10 x70' SIGHT TRIANGLE _� -- Y (foo' R/I TEMPORARY SILT FENCE ---`- - ----- U a FORMER` ! ' r ` ` ' - �779.5' AND TREE SAVE FENCE i' Q o U - 0 END CURB &GUTTER 0 -1 v, 10 x70' SIGHT TRIANGLE',- - - ' IMITS BENCHMARK CITYR/W DISC r� � - - ------------------------------------------------------_---------------- --------------- - - - ELEV.-22.50 n Q `- �"�- APPROVID krifffU GA!3f % KIA CMIflO 3AAAMMAL au xc alr� fau Q N V,�NAGEMENT COMMISSION - DI'ViSICN OF WATER QUALITY � csl3 GRAPHIC SCALE BRIE YOU X So 0 25 50 100 200 eTtID ( IN FEET ) 1 inch = 50 ft. v�vr 800-632-4949 %, NNW uW This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. b 'T- ;'S ,T.� 7Tv.j, r�'iv.:•- i"Tr}. l4 Y i r r� .i a•11. .+':Y .�irir'�!`5 �;s�r 1; ti � ,!'k ,.r � r;M•I ,1 , ! I ,a , i r w + c+,1,ylr•Nyyl�r>+.,�1+,�1t��r�sL'S:'rr� !1!� l.r FT,r I (r -f�+l. �I�•'♦frf t-.,f t r1. __ .. .....� ,: J: .S .1 __i .i.: --I F .1 ..i .. ..- -----..,!..--,"i. _._ice. At!. I EXIST. SSMH RIM 11.44 INV WEST 0.22 INV NORTH 0.41 INV 6.611 APPROX. LOCATION EXISTING 6"FM (FIELD VERIFY) PROPOSED 8 "SS APPROX. LOCATION EXISTING 24"FM (FIELD VERIFY) ELECTRICAL SERVICE TO EXIST. PUMP STA77ON IS AN UNDERGROUND FEED FROM PP. CONTRACTOR SHALL VERIFY LOCA 77ON OF BURIED ELECTRICAL SERVICE ` PRIOR TO CONSIRUC71ON. ••a SET IRON ORIGINAL ECM OBLITERATED - END 10' EASEMENT APPROX. LOCATION -- EXISTING 6"FM (FIELD VERIFY) EXIST. SSMH RIM 11.41 INV WEST 0.07 INV EAST 0.09 INV IN 3.9 INSTALL INSIDE DROP ,-INV 5.12 'p/ PROPOSED SSMH NO. 18 RIM 11.0 �It �1NV 4.0 {r 4:Z I NOTE. CONTRACTOR SHALL FIELD VERIFY LOCATION I OF EXISTING 6 "FM AND 24 "FM PRIOR TO I` C C0NS7RUC770N OF PROPOSED SANITARY SEWER 1 1 MAIN AND SANITARY SEWER SERVICE. CONTACT ` ENGINEER WITH ANY CONFLICTS 1 I 1 N TEMPORARY SILT FENCE PROPOSED SSMH NO. 1A RIM 20.0 4" INV. IN 12.7 8" INV. 5.7 4"SSCO INV 12.8 r ACCESS EASEMENT APPROX. LOCATION / 1 EXISTING 24"FM (FIELD VERIFY) 4"SSCO INV 14.5 CONTRACTOR SHALL FIELD VERIFY FOR CONFLICTS W/R EXIS77NG 6 "FM & 24 "FM I 4"1 INV 14.8 PROPOSED 4"1 SERVICE 0 1.OX MIN. (MIN. 3' BURY) I4IAC 20_ PaRI ! TEMPORARY SILT FENCE- 4 "SSCO 0 75' 0. C. MAX. CROWN BOX CORP iI BOOK 111$, PAGE 815 �I �� D.1. NO. 5 � 1 RIM 21.0 Y INV 17.5 , 10, EASEMENT FOR I n� SOAPING STRIP '1 LAND 4"SSCO , I l INV 18.9 I� l C.1. NO. 4 RIM 21.0 32' GA7F WITH LOCK (BY OWNER) 7EMMPORARY SIL T FENCE D.I. NO. 7 RIM 9.9 NV. 16.0 EN �C1/(DIN, $F �r1�• Fes' -I 9 NOTES,• 1. SPEED LIMIT 45 MPH (23rd STREET) 2. ALL ROOF DRAINS TO BE DIRECTED TO THE STORMWA TER COLLECTION SYSTEM INLETS. J. FLOODPLAIN DATA PROVIDED IS ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP COMMUNITY -PANEL MAP IJ720312800J, DATED 04/03/2006, SURVEY LEGEND LEGEND o EXISTING IRON - - - -1 g- - - - - EXISTING CONTOURS * EXISTING MONUMENT (CONTROL POINT) PROPOSED CONTOURS 0 EXISTING DOT R/W DISC SET IRON Roo ! �r ! LIMITS OF DISTURBANCE FIBER OPTIC CABLE x x TEMPORARY SILT FENCE � TRAFFIC LIGHT POLE .-7P21. 3 PROPOSED TOP OF PA VEMENT ELEVA 71ON ells POWER POLE •-TC21.8 PROPOSED TOP OF CONCRETE ELEVATION ® TELEPHONE PEDESTAL ACCESS EASEMENT GRAVEL CONS7RUC77ON ENTRANCE L1 INLET WITH INLET PROTECTION F.E. S FLARED END SEC77ON E.D. ENERGY DISSIPA TOR ! ZONE X AREA DETERMINED TO BE OUTSIDE 7HE 0.2X ANNUAL CHANCE FLOODPLAIN i ZONE AE t' BASE FLOOD ELEV DETERMINED ti OUTLET S7RUCTURE +, (SEE DETAIL) 5' WIDE EMERGENCY SMI TH CREEK SPILL WAY EL. 13.5 1-24'"RCP �ry� /! �ZO.9 �A� -2j ! ' 1P 11 r �3� 24 "F. E. S. N0. 2 INV. 8.5 ` NC GRID (NAD '83) NEW HANOVER INTERNATIONAL AIRPORT BOOK 1874, PAGE 126 PROPOSED DE7FN770N POND TOP OF BANK 14.0 C.l. NO 6 DENR HW- 11.2 RIM 19'6 NORMAL POOL 10.0 , 10' ACCESS AREA FOR INV 14.0 BOTTOM 6.0 NANCE Q ppND MAfNTE 10' WIDE VEGETATIVE aW SHELF v 9 rr h = r 1 .p _ /roow/10 x10'x12" E.D. NO. 2 \ b 1a gQry19 ! l BU/�pj 9 I �ry�• ! \ \ � j z�� . �� - _ _ /� 1 175X Nc `T •� I ry0 ', V �� Nr 5. 1 SWALE NO. 1 ` AA3� TORy'2 '-.�,� (50 LF 04.01r SLOPE) O x1 p �i 9 "R i � _ .-.. / y �. I 'I , \ D.I. N0. 8 ��' ,RryO' f--4 r 55 LF LEVEL SPREADER RIM 9. 7 .�.. / 9 " g i 20. ,�.� • • • (SEE DETAIL) INV- 18.0 �20.� ', 0' 1NG 12 �F/Fl�-2, -101 RY SUILDf NG 6 '� 9 1.0 1-S °� k _ / r / h / 190 . TORy )FFE 2 '\1 0 ' x 5 a' ` s6• ��. 150'x200 GRIN T _ i / 17, 0 ZO• / / r �° - _ / / I /� ` �` ' ` - ---- 120 SF FZ 2� 4� 9 �� .� ✓ / _ 32, FFE=2 •O _ �� 'LD' I �^ _ _ J / n 7 yl =� ' r� !-�" ,% . r _ �. �! ~ - - - - �•� • - - \ �4(MSINS. SERVCE'0 1. OX MIN., ,d .�. . . . 3 `- BURY) _ '�• ) �r r 1 1'�//G/� =2_� __ _ ' c j. L�. _ _ ' . . . . �. _ o C.1. N0. 3� f 'dry �� / j �'t 60, I I I ` f //i ' -- �- -` _ ; I. /.�. . _ �. . -fir, I 7- y' -� N >RIM 20.9 ��,yi� 0SF- _ t J� I } jii q - -_ _ -- ___A_-:' i ! .� t �� _ / INV 14.5 y �. �� .0 70� 'i kl I // - - 0.83 ACt 404TLANDS & . .� . �. _ F �� i , 'L \ r CONSERVATION SPA4�E • -�. r 3 ry' 4"SSCO / / 9 \ __ `� 4�� 7�p�K�C�Pf�1TPfa �.�s a.��-._...-`��-y�-�•-• - •--INV. 20.0�. ` 0• h `3U` FR�N3j T EXistING� .` �. ` .. N L • 9 ry ry \ ' - f'EIfMA�11E . . . . . . . . . . .... . 00 DRA IMA GE h, INV. 16.1 I �1 I 5.1 SWALE NO. 2 I ry• �� (190 LF 0 0.8X SLOPE } BEGIN 10' EASEMENT II S81'52, 7, � 010 31.7 ' y fl L1M�TS BENCHMARK R/W DISC ELEV.=22.50� r Ic SCAB-�PS -� SEPARA 77ON VAL VE 6" FIRE SERVICE (MIN. 36" BURY) r w/75 LF 12"xO.188" ]NICK CASING JACK & BORE UNDER 23rd S7REET (SEE DETAIL) (1) 12 x6" TAPPING SLEEVE- (1) 6" TAPPING VALVE �� = WIRE _ FENCE TEM �`. -^r �B EXIS . TEMP. CONSTR(16 71ON - 4& F f fps Wv 19. vovovv sI/ vvvvvvvvv _ vvvvv v vv v vvv v vv� f I t-3 25' STTTYARD - - �54" ' IN -1 -'NO�'2ZC 6"E I--& ~ - 1~_ 89'28'43"W 8- - _ - - - - - - - - - - --CGLCLlI�T1 flow CH _ -� / �` 19~��- 0� C.I.N� 1--------- RIM _ zONE qE 7 9-CURB &GUTTER ` - �� CITY 24"RCP �i~ o� A NCOOT D.1. NO.2 18.5 P RIM 21.5 !NV 10.35 � 24"F.E.S. NO. 1 INV. C.I. NO. 2 U RIM 20.7 INV. 17.3 N 14:n S'I"p �T y �Q2 a , w/16� 'X18'Xi2" F D NO. 1 - _---- -- _SS�1'29'46 _W T-- 1033-5i' --_ (DEED TIE) -- -- " INV 13.7 N��----{100' R/W) 18F.E.S. NO. 3 INV 16.0 j - - ---------- - rH 100 LF 18 RCP I ,_ - 12'� WATER LINE SCALED FROM C.O.W. WATER & SEWER MAPS (`bOT D. N0.1 w/5 x5'x12" E.D. N0. 3 � � � �- -- �-�'f RIM 23.0 - -- - - - MA TCH EXIST. ASPHAL T IN V 1B.6 -- � r = � = = = = -` --- - - -- •--- - - - - - - z +rS o o- GRADE 24.Of , a K o c t- 6�1��4 3 Az MP6RARY GRAVE'La89 f �--�-- -� '"� �� r 54 RGP IN 9v sz r - - - - --------------------------------------�----- -----�----------------_-----------------. CONSIRUC77ON EN7RANSE �� y sEwl«R MAPS r~~ FROM C.O.W. WAR & �� --- 30" F.M. SCALED / r ;, 18"F.E.S. NO. 4 INV 20.0 r 65 x20 xl.5' SEDIMENT 77?AP if, (SEE DETAIL) I r 1" W47FR METER w/BACKFL.OW PREVENTION 1 J" WATER SERVICE (MIN. 36" BURY) w/75 LF 4 xO.188" THICK CASING JACK & BORE UNDER 23rd STREET NOTE. (SEE DETAIL) CONTRACTOR IS RESPONSIBLE FOR VERIFICATION 77E INTO EXIS77NG 12" WATER MAIN OF ALL UNDERGROUND U77LI77ES PRIOR TO START OF ANY JACK AND BORE OPERA 77ONS 8'x20 x5' DEEP BORE PIT EACH SIDE OF 23rd STREET (SEE DETAIL) GRAPHIC SCALE so 0 25 50 100 ( IN FEET ) I inch = 50 ft. 200 00FCALL ML*4AL� BRIE YW X STOP 800--632-4949 "on OiYW,'E "o This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. V Z �w L o Q U mz N z� O � v g C 11.1173 7 )6. LJJ 0 2 in W gW O� U �Z ZQ U Ad O O -b Z U2U U2W Z Q o N 5 Q: o \ mm r ti j =II 4 v 0.1 �s _co 8 co I a 4� W O LL 0 T U. a to LL 1 NEW HANOVER COUNTY STANDARD NOTES 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER REQUIREDGUARDS MANHOLES TRAFFIC AREAS. { 2. WELLS IN CONFLICT ARETTO BE 3. SERVICESBE PERPENDICULAR LLINETNG DTERMINATE T { OF WAY. 44.. ALL SERVICES TYING INTO DUCTILE IRON MAINS o�„ SHALL BE CONSTRUCTED OF CLASS 50. DA.P. 401 PROTECTO CERAMIC LINED. 5. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM WATER t 1 4"SSCO INV 14.5t LINES OF FEET LATERALLY OR INCHES VERTICALLY (WATER OVER { CONTRACTOR SHALL FIELD IF O IT SEWER}. IF IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SW AS THE SEWER I VERIFY FOR CONFUCTS W/ OVER THE T�ERnMAIN, BOTH THE w WATER MAIABOVE N AND SEWER EXIS77MG B"FM & 24"FM CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUDIC WATER BE PRESSEO 150 PSI 0 1 { AS U E WATERTIGHTNESSDBEFORE BACK NGAND ERTESTEDOTH WATER PROPOSED SSMH NO. 1B RIM 20.0 RIM 11,4SMH MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING. + MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE n •• INV WEST 0.07 ' { z 4" INV. 1N 12.7 / INV INV EAST 0.09 US NBWA� M� APPROVED THE REGULATORY AGENCY FOR { c� { > 8 INK 5.7 PROPOSED 8"5S 6.61 INV. IN 3.9 INSTALL INSIDE DROP , � Z n / NC7 x r i 3AI80 31MONOO Irn '1SIX 30 3003 d— --` ---— — — — — — — ,L� —SHE />>/ 13"� i � N� j i+ { 4 � I — _IN 1 n, x 9 I f�� EXIST. SSMH RIM 11.44 INV WEST 0.22 INV NORTH 0.41 II { ��` ^ Z I I 14�J1 i� — ` —1 �r J `INV `al`� — / ,� �� 5.12 � Z "SSCD � � 4"JSCO PROPOSED SSMH NO. 1 A � '` � — 4 � i � I • INV19.4 � � � � � � � / � � N INK 12.8 IN4.0 K \ SSCO IN 14.8 '� 4 1/. i 4 "SSCO i � INV 18• r � � 1 4 I�, PROPOSED 4OSS SERVICE ® 1.0X MIN. (MIN. X BURY) CO i I IIVI/. 20.0 4 " SSCO ® 75 0. C. MAX. �VI ! PLAN SCALE a 1'-50' -_ — �-- I _- -_ - _ f _- -- - - � 28 r _ _�— --t ---- — - 28 I I 1 I 1 2fi _ — _ �— _ - 2fi 24- 24 --- _- _------ zi I-- E — --;-- _ _ _ _ - - ---- — - — _- --- -- - -�--- « •. : 1 , ; o —t--_. --- +._..-_ - - -- p__ + - - - _ j_--t +-+------- _ — - ----- - - - _ _ i22. - t 20 _ _-' 20 - - - - — -- ---- -----� ---------- ------ ------ __ ; --- - — +- -- ------- —� ----- + _ { ------ _ - -- -- - -- - - - -- ----- - - - - --- » - --+- - f ,� - - - -'- -- - -- _ - - - - -- F - —1 --- �-- --- - - -- -+ — - --- - - — - -—+ — - -- — -- -- — 18 F— f 18 F I 1 f _ Ate--- I ' ' ----—; i l 1 14 +--- -� - - - �- - _ I --- . -- -- -- --— 12 ; �-$ — — - ;--- - — -- - - 12 _ $ - I - - - -�— ---- - - - -- -� —�-- - — - - —r- - - _ Y - 10 fi : 10 , I — - — _. _ I I _ : — -- 1 , ---- - ---- -- -- - ---- - -- -- — -�- + I : + 2 - -- -- ---- _ _ __ 4__ - -- — --- - - - -- 2 1 PVC W LL h W h N tD in � O> n M1 �2 0+00 1+00 2+00 3+00 4+00 5+00 HORIZONTAL SCALE PROFILE - SS RUN 1 �� AR Q�r/j, _ DATE: sa so 75 ,00 Hsu . ��?FES8�0`��y o NEW HANOVER ESP ASSOCIATES P.A. 1 1 30 06 SHEET N DEVELOPER: HORIZ. 1�� = 5O' _ '. snpc�serww•+++*+++vi+w•p�+ SCALE: VERT. 1 5' a� _ � � � COUNTY 1 - 50 r "�0�"�A � offm�� 1 INCH = 50 FT. MONKEY JUNCTION MINI STORAGE, INC. = F TH CAROLINA _ 1 — 5 �, . AZ mo, DRAWN: VERTICAL SCPJZ 5044 CAROLINA BEACH ROAD. WILMINGTON, NC 28412 as,ar This drawing and/or the ehorrrr are the property �,! " �reproduction. _ • N ��' • . „ . i��iRR�rRiIGV`\�� MJ CRS SELF STORAGE CHECKED: C2A � a gop their w on III and �r WATER & SEWER so G 7.5 To 100 w1umt �e.nt prohibited IMErtWnmt ■NI to sub)wt to *0 action. BRG AIRPORT mamm IESP ftmiatee. P.A. REV NO. DESCRIPTION DATE ��'� �'� �G DISTRICT ---- PROJECT NO: R °N$ 2312 NORTH 23RD STREET uF10.400 1 INCH = 5 Fr. 1-1L 2 J iJl-?L+_-;Li-rl...,,,.tl'-To rSly4 0_ + ; y , 1'-6" x 1'-0" x .080 STD. ALUM. HANDICAPPED PARKING SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS &WASHERS. 9" x 1'-O" x .080 STD ALUM. SIGN o TO READ "MAXIMUM PENALTY t100, GS 20-37.6". BOLT TO WD. POST WITH 3/8" CANDIUM PLATED 12" NUTS, BOLTS & WASHERS. COLORS PRESSURE TREATED 4"x4" POST LEGEND AND BORDER - GREEN A GROUNDL O -BWE BACKGROUND FINISHED GRADE ryry''��GG 1-1 /2"R(TYP) MAXIMUM (�_ 7�1 >c PENALTY -1 I I-11 I- 0 0 3,8,•(TYP) I I 1=1 I E- III -III= GS 20-37.6 -1 I ICI 12„ I =1 11= LEGEND AND BORDER - GREEN BACKGROUND - WHITE TYPICAL HANDICAPPED SIGN DETAIL NTS III=I'!III1 UT OR TOOLED e )INT • "ENDICULAR W DIRECTION PLAN 4" SIDEWALK 3000 PSI 6' CONCRETE CUT OR TOOLED 1 4' JOINTS 3"R ww'' 1�1If •., .. 64-10/10 W.W.M. PACTED .4. , . SUBGRADE t, 4' 6' ':i SECTION CONCRETE SIDEWALK CONTROL JOINT 1 /2" ASPHALTIC PREFORMED 3"R EXPANSION JOINT ! • t '• 1• .r'. 12'• N� 6x6-10/10 W.W.M. COMPACTED SUBGRADE T SECTION WHEEL CHAIR RAMP TYPICAL SIDEWALK AND WHEEL CHAIR RAMP DETAIL NTS NOTE 1. BASIN. FRAME AND GRATE MAY VARY IN NONESSENTIAL DIMENSIONS. 24' DIA. INV. 8.5 4' x 4' PRECAST C0h W/ KNOCKOUT PANEL ALL 4 SIDES J4 STEEL REBAR JGALV. OR ASPHALT TACKWELDED AT 4 O.C. EACH WAY. LAID IN OR BOLTED TO TOP OF STRUCTURE ATTACH SCREEN WITH----�, GALV. LAG do WEDGE ANCHORS TEMP. EROSION CONTROL STONE DURING CONSTRUCTION 1/2" OPNG. GALV, OR - ALUMINUM EXPANDED META- SCREEN 3 SIDES (3) 2.25'x0.25' OPENINGS- INV. 11.2 2" DIA. INLET INV. 10.0 4,0' J�:1► COMPACTED SUBGRADE OR 6" CRUSHED STONE. SECTION ELEVATION DETENTION POND OUTLET STRUCTURE 00 NOTE'& 1- SMONX TTMCL0rM &MOIL BE 4' UNL£Ii5 NO10 OTHEWMM 2. CMRWTM JOITTTT (CA) VNSE SATE As S C M X WIDTH. 3. THOO N SMESU 10 TP AT L11MYi MS. 4. WTHOM NO CUIW. =VWMX 10 B' w MW 3' WWW IT MUM PMYEIEIR A 1ERPM�IOM1 JOINT EJ•? RE4LWM AT 3D' WM(. A7 S�EWALK AT AND AM NOTI:a ON M E PLAN. PLAN 1Jr1r'R TDOLm i//a R1TL10 m il;u r • ' 1, 'JOINT M0 JMIL � sf1�NCDor} Lr ABC EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) SIDEWALK JOINT DETAILS NTS 4" CONC. SIDEWALK w/6x6-10/10 W.W.M. TURN DOWN SIDEWALK NTS 2'-Q' TOP 13.0 WLL a O� w 99 N0 . 2. Z !?LIAL GROUT PRE -CAST CONC. i•.•lr - IC.- SEE PLAN FOR PIPE ORIENTATION do SIZES SECTION CURB INLET DETAIL Y TYPE 1-2 NCDOT) ON TOP OF r TYPE H BINDER -6- ABC STONE (N=T) ASPHALT NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COOP44MTE w/OWNER 4 GEOTIECHNIliCAL. ENGINEER TO DEnsom E ACTUAL PAVEMENT SECTION. PAVEMENT SECTION CC PLAN CONC. CO BRICK 1 FT. T= LAYER OF PLAN SECTION A - A AIW_�I PI TREES TO BE SAVED WILL BE CI EARLY MURKED PRWR TO CONSTRUCTION AND A PROIECIM BARRO IS TO BE INSTALLED AT THE DRIPUNE. DRIP LINE - THE AREA OF SOIL OMMY BENEATH THE TREE EXTENDING OUT TO TEMPORARY/PERMANENT GRASS SPECIFICATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS. ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL LIME: 45 LBS. PER 1000 S•F. PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED. FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 S.F. (SEE MIxTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW & MAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE & MESH AS PER MANUFACTURER 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION. AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE OVER 6OX DAMAGED, REESTABLISH FOLLOWING ORIGINAL- LIME, FERTILIZER AND SEEDING RATES. 10. IZTNFTRPNECRNBLITREATMENT. AND FERTILIZATION AFTER ESTTLISHE 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 20% CARPET GRASS 24% BERMUDA GRASS 2OX TURF FESCUE 10% CREEPING RED FESCUE 24X ANNUAL RYE GRAIN *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN, OF 98X.AND GERMINATION SHALL BE A MIN. OF 85X. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 21 DAYS OF THE COMPLETION ENERGY DISSIPATOR THE TIPS of THE aT Bww�. of GRADING. C� CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION NTS OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE. TREE PROTECTION N1S �w �r -E ry s � y 6 t g8 o�sogN� -aU tj '� Q, O a .�_'�& V wi ~�M Q+ I ,• ,•.•.•.; .•. ;too ...: M. It 1. SYN. FENCE FABRIC SHALL BE MIN. OF 3W W WTOTH MATH 30 LBf N TEN[ STRENGTH FOR SGIIMM FABRIC AND W LB/NT FOR MM XMVWFI. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JGM ARE NECES8W, LAP FABRIC PORT Im POST: 3. STEEL POST SHALL BE W 4' W HEIGHT NO BE OF THE SE F-FAgm" Mm AMBLE TYPE. 4. WOOD POST SHALL BE A MK OF 4' W HIW TT AND 4WDODEN P° Ilr MTGH NOT LESS THAN WW STAPLE 1' LANO aR TE WIM TEMPORARY SILT FENCE NTS I Al- is _ �� SPHALT PAVEMENT - ELEV. VARIES CENT STER CAASING AND 12 Vt �I SECTION t G� SHOWN DROP INLET DETAIL NTS SRTTE GOOD 88 CROSS SECTION DEW SETm Tm ti FFTER FABRIC TEMPORARY SEDIMENT TRAP DETAIL NIS DETENTION POND NOTES: 1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE. 2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 247, BERMUDA, 20% TURF FESCUE, 10% CREEPING RED FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF. 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. 1. CATTAIL 2. COONTAIL 3. SPATTER DOCK 4. POND WILL BE DRAINED BY PUMPING INTO OUTLET STRUCTURE. 10' VEGETATED SHELF ® 6:1 SLOPE 1 3 NORMAL POOL 10.0 NORMAL WATER LEVEL -1.67' DOT. 8.3 ^- 6 1 1 1 3 3 BOTTOM 6.0 10 1 3 MAX FOREBAY BOTTOM 7.0 POND SECTION NTS WOR LENGTH 4' TMTI I STONE SECTION z Z 0 B" MIN.r OleLERMPLL 0 2 A 3 ti a\�' A�QI.E T�YPE� eh COARSE AGGREGATE TEMPORARY GRAVELLED Lo CONSTRUCTION ENTRANCE ---- NT5 , SEDIMENT CONTRWr-Ir NOTM, 5' 1. SEDIMENT C, 5 OR t. STONE 14.0 SECTION A -A 2 MARE BE HARDWAREHARDWAREAREMESH SHALL CLOTH 1 B 5 MULTI -DIRECTIONAL FLOW � OPENS.IAME 1 4 TTOM OF 3. ACURB CC RDINGLY FOR SPILLWAY INLET PROTECTION 4 z 14.0 CONSTRUCTION SEQUENCE O ----13.5 z 1. INSTALL EROSION CONTROL MEASURES PER EROSION AND SEDIMENT CONTROL PLANS. 3 3 2. ALL EROSION AND SEDIMENT CONTROL (E&S) MEASURES WILL BE CHECKED FOLLOWING �► EVERY RUNOFF PRODUCING EVENT BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY REPAIRS WILL BE PERFORMED AT THAT TIME. EMERGENCY SPILLWAY DETAIL 3. CONSTRUCTION ENTRANCE(S) WILL BE INSPECTED DAILY BY THE GENERAL CONTRACTOR. 4 THE ENTRANCE IS TO BE KEPT IN A CONDITION SUITABLE TO PREVENT MUD OR NTS SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. ANY OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADS WILL BE REMOVED IMMEDIATELY. NOTE: SHALES TO BE LINED WITH NORTH 4. EROSION CONTROL MEASURES AROUND DROP INLETS WILL BE INSPECTED AFTER EACH AMERICAN GREEN 575BN LINER OR RAIN. ANY REPAIRS REQUIRED WILL BE MADE AT THAT TIME. SEDIMENT WILL BE VZ EQUAL AND SEEDED. REMOVED WHEN IT BECOMES HALF THE THICKNESS OF THE STONE AROUND THE BASE .� �7 N OF THE EROSION CONTROL DEVICE. 10' FOR 5. SILT FENCE WILL BE INSTALLED AND MAINTAINED PER PLAN. SHALE 1 vt 6. SEDIMENT BASIN WILL BE INSPECTED AFTER EACH SIGNIFICANT RAINFALL. REMOVE FOR E I- �r ., _ _I S• 3 �� 2 5-A Stepp + � I � j T SEDIMENTATION FROM BASIN AND RESTORE TO ORIGINAL DIMENSIONS/CONDITION WHEN r -Q- SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF BASIN. [Opp 7. ALL CUT OR FILL SLOPES WILL BE 3 HORIZONTAL TO 1 VERTICAL OR FLATTER UNLESS Z _I I -III OTEHRWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHIN 21 DAYS OF CONSTRUCTION. ti S. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED N O IN THE VEGETATIVE PLAN. TYPICAL GRASS SWALE 9. MORERDING STRNG NTPMEASURESNSHALL BE USED TO HALT EROSION IF THOSE SHOWN ON N.T.S. THIS PLAN ARE NOT EFFECTIVE. 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS Z MAINTENANCE REQUIREMENTS: COMPLETED. Q 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT ,� 2 OVENU WR r 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED To MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT. PREVENT MUD OR SEGMENT FROM LEAVING THE SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE PE55' 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING VEGETATED �\` P• •-• . • �/� 2.•1 SIDE SU)PE MAX EVERY RUN-OFF PRODUCING EVENT, BUT IN NO CAM LESS N • •� � '� THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE FILTER o�•� �,� � �1:1 510E SLOPE MAX MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS �� • -j • v' DESIGNED. U • Z; re c� 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT` p (9A-` WHEN ITC INLET BE(O TIES PROTECTION 0.5FEFEEND� AT THE FENCE. 15" CMP �d� �� '� THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY T'O (SPLIT IN HALF) �1 MAINTAIN A BARRIER. TO EXIST. R. ° � I 4. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS NATURAL GRADE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 5OX m FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN AL �IIIc THE SEIMENT POOL NO LONGER DRAINS PROPERLY. IL 5. INSTALL EROSION CONTROL MEASURES AROUND DROP EXISTING NATURAL' INLETS AS SHOWN ON THE PLANS TO TRAP SILT DURING AREA TO REMAIN CONSTRUCTION. INSPECT THE ERIOSION CONTROL AROUND UNDISTURBED IIrTHE INLETS AFTER MEDIATELY REMOVE 3 SEDIMENT AND WHEENN ET BECOMES 0.50 PLAN VIEW FEET DEEP TO PROVIDE ADEQUATE STORAGE VOLUMEFOR 8" SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAOL4 E AREA HAS BEEN ADEQUATELY STABILIZM. REMOVE ALL CONC. LEVEL SPREADER MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED UP EL. 7.5t AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL r BARE AREAS AROUND THE DROP INLETS. 3 -fi" ABOVE EXISTING GRADE 50 VEGETATED FILTER o °� URAL +� OF IJK 14.0 B. THE SEDIMENT BASIN WILL BE CLEANED OUT WHENTHE EXISTING NAT RISER � GM�EREACH VEL WILL � o�ED OR RE OF ILACm AREA TO REMAIN WHEN THE SEIMENT POOL NO LONGER DRAINS PROPERLY. UNDISTURBED 1 /2 SECTION OF + y 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE 15" CMP x 55' LENGTH LZu OF 1 VERTICAL TO 3 HORIZONTAL. UNLESS OTHERWISE SPECIFIED ON THIS PLAN. ALL SLOPES SHALL BE SEEDED FOOTING p q AND STABILIZED WITHIN 21 CALENDAR DAYS OF (BY OTHERS) INSTALLATION. W W 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 21 CROSS SECTION w DAYS OF DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED Q to o ACCORDING TO SPECIFICATIONS IN THE SEEDING LEVEL SPREADER DETAIL 4 SPECIFICATION TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER. NTS •� •� 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT Z N EROSION IF THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE. 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED. 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PORJECT. ALL PERMANENET MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE OUT. 0 0 It ro Jz o � )'. m m U S -- 7 �,7 :f 1:.- - rr, r •� rji �':; �r i �[ 1'�-.�^ 7? !i f' ', �i -. I. ��•- �.S '.t .;'ram' .I'71'.•�� 2 Vtf1,7 i'�.� e�•:,,..,t; ,4-lii• f ':1 : i',..... {s u u_!. ,i: _+: _ �3. • l. 3ti �1 L-L: —1 L_._,_ i_ljai1i lVk!i_. VC, jL NOTES. 1. WATER METERS ARE TO BE PROVIDED BY THE CITY 2. ALL WATER METERS MAST BE LOCATED WITHIN PUBLIC RIGHT-OF-WAYS AND/OR EASEMENTS 3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS CAST IRON METER BOX FINAL CLAD CLASS FOUNDATION MATERIAL PVC PIPE P.E. TUBING, CT!' ASTM 34M SM. 200 PSI. BED IN 3' SAND AROUND LINE, ATTACH 110 GUAGE SOLID CORE COPPER WRE W/ PIPE BEDDING DETAILS GAS AND OIL RESISTANT INSTALLATION, WRE SHALL BE TAPED ON 12' INCREMENTS 1 112" OR 2" w6IEESERACE 6.688' L��iiRl� l�� r SD 4- 06 0.1258 NOT TO SCALE BENDS & TEES PLAN & ELEVATION PLUGS SIZE A BENDS 45 BENDBS 22A 2 ENBDS TEES PLUGSD A B 6" 16m 10 9' 10" 600 8 10 12 10' 21" 8" 22 13' 12" 13' 8 10 13' 16" 12' 29" 10 26 1 14 17 10 13 16 2O 14 36 12' 29" 21 16 21" 11" 16" 18" 24" 16" 41" 14 35 24" 19 24 12 20 22" 27 18" 48" 16" 38" 27 21 27' 12" 24 24" 30" 20 54" nn uvwsny ourm-wou iv vo cumau iu unuiaturvou yrvunu. SD 4-10 NOT • STANMQAttD GATE VALVE SD 4-15 I I "► ► ► l " a y' ❑ ❑ ❑uq WATER N ❑ ❑ ❑ A ti .75' 0.062' 0.5' 4.75' PLAN SECTION 'A —A" GRE-WVC-6HD, CAST IRON OR EQUAL APPROX. WEIGHT 171bs. HEAVY DUTY VALVE BOX LID SD 14-08 NOT TO SCALE 1J.4lrl*m0 kv1Mt*iIl7>Rl*i ?�0 <3zzCDIRECTMN OF 1 INID1313R 1ECK ■ w a bI CASTING FLANGE EXTENSION OR ST ..ten . . YV . . i•.+ -SEE SD--14B 2' ASPHAL OTHER %' CEMENT MORTAR - VARIES FOR WOODS GR ❑THER AREAS OUT OF PATHS OR TRAFFIC TOP TO BE AS NOTED ON PLANS ON UNPAVED ROADS PROVIDEB' COVER OVER LID, AND SET A LABELED CONCRETE MONUMENT NEAREST R.O.W. LIMIT, 2 COURSES OF BRICK OR MH STEP PRECAST LEVELING RINGS (TYP) PAVED AREA - C.I. MH FRAME & COVER TOP TO BE FLUSH WITH STREETS, WALKS OR RESIDENTIAL AREAS. 2' ASPHALT 4' BASE w•. CONC. COLLAR r PRECAST ECCENTRIC TOP GROUT INSIDE & OUTSIDE WITH APPROVED NON -SHRINKING ' GROUT MANHOLE IN ACCORDANCE LF I A. WITH ASTM C478 ESS e. PRECAST BARREL SECTI❑NS LANS .: 2,3,4 FOOT LENGTHS 5' MIN. WALL THICKNESS ;; / SLOPE BRICK AND FOR 4' DIA, BARREL TYPE 'S' M❑RT❑R 6' MIN. WALL THICKNESS FOR 5' DIA, BARREL 6' EXTENDED LIP SL❑PEA 1'/F SLIDE MON❑LITHICALLY CAST WITH BASE SECTION " ` EXTENDED BASE NOT THE DIA. . `-.• }•. ` REQ'D FOR MANHOLES OF LARGEST �`�' CB' DEEP SEWER PIPE ,ell:I i? �- .*_�. 'MIN. 3' MIN. • N 6' MI T 8' MIN, STONE 1'-0' CTY BEDDING FOUNDATION PRECAST CONCRETE MANHOLE TYPICAL (LESS THAN 30" DROP) NOT TO SCALE WATER r ❑❑❑ PLAN SECTION 'A 7.75' EXTENSION MINIMUMWEIGHTS I10 LBIS. BOX 40 LBS. NOTE, EXTENSI13N 40 LBS. VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS. HEAVY DUTY LID REQUIRED. SEE SD 14-08, WATER VALVE CASTING SD 14-07 NOT TO SCALE It OR EASEMENT LINE LANDSCAPE TIMBER TO MARK CONNECTION THREADED '-0' MIN. PLUG — V-6' I 8' AIR G LE W%LIT 4' MIN. SHALL BE DEEPER BOXIF SITE CONDITIONS REQUIRE FEMALE FOR LESS THAN 4' DEEP ADAPTER SPECIAL PRIOR APPROVAL 4'-45• BEND BY ENGINEERING IS REQ'D. 4'x4'WYE� I PIPE MATERIAL, SICK 40, SOLVENT WELD PVC 1120 ASTM D-1785 _VICE CONNECTION & CLEAN —OUT NIT to $CALE AR 4' BASE RTAR OVER FLANGE I FOR CASTING DETAILS SEE SD-14 `'`� .s = I" MORTAR STANDARD BRICK 2' MORTAR - _;k.;:-:•':fin: �;.. ,{-irw:w.-.% WATER VALVE BOX EXTENSION AND CASTING CENTERED OVER VALVE NUT SEWER CLEAN-IIUT CASTING NOTES, CENTERED OVER STACK sTHIS INSTALLATI❑N REQUIRED WHEN VALVE BOXES AND CLEAN -BUTS ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS. sPRIOR TO SETTING CASTINGS, NEW INSTALLATI13NIS WILL REQUIRE 95%.. COMPACTION OR BACKFILL IN 6' LIFTS. TYPICAL DETAIL VALVE. -BOX -MD CLEAN, -GUT AC STINQ BASES SD 15-02 NOT TO SCALE VARIABLE SLOPE A' PER FT MIN. WATER MAIN (PVC OR POLYETHYLENE) NOTES: 1. ALL WATER PIPE FROM RIGHT-OF-WAY TO RIGHT-OF-WAY AT HIGHWAY CROSSINGS SHALL BE DUCTILE IRON. 2. CASING PIPE SHALL BE STEEL WITH A MIN. YIELD STRENGTH OF 35,000 P.S.I. 3. INSTALLATION OF CASING PIPE SHALL BE BY DRY BORING & JACKING. 4. INSTALLATION OF CASING AND CARRIER PIPE SHALL CONFORM TO OF TRANSPORTATION MANUAL wPOLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HMWAY RIGHTS OF WAY". 5. CUT A LENGTH OF PIPE SUCH THAT A JOINT EXISTS AT BOTH ENDS OF THE ENCASEMENT. 6. GREASE ENCASEMENT AS REQUIRED FOR EASE OF INSTALLATION. 7. ENCASEMENTS SHALL EXTEND FROM DITCH S EBE ONE TTHHEUTOE OF SLOCUT PES IN FILL SECTV41S. AND 3' BEHIND CURB SECTIONS. TOP OF CASING CASING PIPE TO EEXNTEEND ASTT DITCH o TOP OF 1.2 SECTIONS. 14 9 HIGHWAY CASING TO E A MIN. OF 5 TOE OF FILL PIPE 0� FOR HIGHWAY CROSSING DETAIL NTS CUT TO PROVIDE MAINTENANCE (N❑ MORE THAN HALF) BARREL DIAMETER 5'-0' MINIMUM, UNLESS ❑THERWISE NOTED ON PLANS FOR INFLUENT B' OR LARGER HYDRANT FLANGE [ATTACH/TERMINATE TRACER WIRE) % THE DIA. OF LARGEST SEWER PIPE TEE - (FOR FORCE MAIN USE 90• ELBOW W/ ' RESTRAINED J❑INTS W/ 4' MIN COVER) •t INFLUENT PIPE _ STAINLESS STEEL STRAPS & ANCHORS •:• (T❑ BE SPACED @ 30' BETWEEN STRAPS) t' r. SEE 'STRAP DETAIL' THIS SHEET PVC PIPE TO BE SAME SIZE AS INFLUENT PIPE �•TRANSITI❑N IF NECESSARY AT THE TEE BEND NOTE: PLACE THE LOWER BEND AT ELEVATION SHOWN ON PLANS, NOT ON MANHOLE BENCH, AND DIRECT FLOW OUT :I' ;..:. OF MANHOLE 2,500 PSI CONCRETE DROP MANHOLE 28 DAY STRENGTH (MORE THAN 30" DROP) NOT TO SCALE SERVICE TRACER WRAP WIRE AROUND WATER MAIN TWICE (MINI) IMCER WIRE a If • FILL ANNULAR SPACE WITH CRUSHED STONE AT EACH END OF PIPE. WATER MAIN (PVC OR POLYETHYLENE) Y .d' PLAN WITH COPING REMOVED DUCTILE IRON TEE FITTING (ATTACH TRACER WIRE) CONNECT TRACER WIRE TO FLANGE BOLTS GENERAL NOTES: ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTERS. STEPS SHALL E IN ACCORDANCE WITH STD. 840.66. CLASS "B" CONCRETE TO BE USED. ALL MORTAR JOINTS ARE TO BE 1 /2 ± 1 /8" FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00. FOR W-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO W-O" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. 2.-6,r SECTION Y-Y DIMENSIONS AND QUANTITIES DIMENSIONS OF BOX & PIPE CONIC. IN BASE TOTAL BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN VIDTH HEIGHT PER FT. HEIGHT BRICK COPING MIN. H D A B H MIN CU. YDS. G.M. R.C. 12" 3'-0" '-0" 2'-8" 0.267 0.313 0.037 0.871 0.020 0.032 15" 3'-0" '-0" 3'-0" 0.267 0,313 0.037 0.976 0.031 0.047 18" 3'--0" 1'-0" 3'-5" 0.267 0.313 0.037 1 1.106 0.044 0.065 24' 3'-O" '-0' 11 4'-0" 0.267 0.313 1 0.037 1 1.289 0.078 0.113 30" 3'-0" I k'-0" 1 4'-3' 0.267 0.313__T_0.00_71 1.367 0.122 1 0.170 NCDOT DROP INLET DETAIL NTS NCDOT STD. NO. 840.15 to m l I . It ,a 6 0. Q en ei • '� op CO H M 4 Z � 0 0 L4