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Home My WebLink AboutSW8970521_Approved Plans_19971022 -T STORMWATER COLLECTION SYSTEM 51 MWATER COLLECTION SYSTEM Section A Section C Inlet A-1(2) Curb A-2 A-3 A-6 A-7 A-4 A-5 Inlet C-t C-2 C-3 C-4 C-6 C-7 C-5 I I I RIM 32.9 30.5 30.0 29.0 29.0 28.0 30.9 �•2 30.5 28 1 25.75 24.8 24.1 24.05 RIM 32.75 35.0 32.5 29.75 29.0 29.0 29.0 Sump 26.8 26.58 ` Sump 31.0 30.0 25.2 24.31 24.2 23.2 27.0 i { w Pipe A-1-Curb Curb A2 A2-3 A3-6 A6-7 A7-Out A4-5 A5-3 Pipe C1-2 C2-3 C3-4 C4-6 C6-7 07-Out C5-4 { Size 15" 15" 18' 18" 24' 36' 12" 15" Top Invert 30.5 28.1 25.75 Sze 12" 12" 18" 25 135 90 115 95 85 18" 24" 48" 12" u„ 24.8 24.1 24.05 26 85 Top Inv. 32.75 30.0 25.2 24.31 24.25 23.2 27.0 Length 70 {Length 65 125 120 115 180 140 72 { i Bot. Inv. 28.1 25.75 24.8 24.5 24.05 24.0 26.50 25.57 got. Inv. 30 2-7.5 24.31 24.25 24.2 23.0 24.31 M ( ( { S 3.4 9.4 .7 .33 .04 .05 .26 1.19 n i X 4.2 2.0 .74 .10 .03 .14 3.7 „x { Q\ STORMWATER COLLECTION SYSTEM Section B 7 Inlet B-1 8-2 8-3 B-4 B-8 B-8 B-7 B-9 B-10 RIM 29.5 29.75 29.5 29.0 29.0 29.0 29.0 29.0 29.0 I I Sump 27.0 26.5 25.6 25.5 24.5 23.0 27.0 24.75 24.31 1 I v Pipe 81-2 B2-3 B3-4 B4-6 86-8 B8-Dut 87-6 139-10 B10-8 �f Size 15" 1 w I 18" 36' 48" 12' 12" t 5" Top inv. 27.0 26.5 25.6 25.5 24.5 23.0 27.0 24.75 24.31 _ ® Length 95 100 45 100 85 145 60 130 145 '-' Bot. inv. 26.5 25.8 25.5 25.4 24.0 22.9 26.0 24.31 24.11 �s 7G .53 .9 .22 .10 .59 .07 1.67 .34 .14 SPILLWAY _ - _.; r INV 30.54 MON 15" RCP INV OUT 24.54 ' I I ..... ..., , MON. _ - 80" RCP -" "' -l - - ,-.r 8" "4/ i ;� INV IN 23.91 , „� _. _ i J 12 Pub 1C GRAVEL-C SRUCTFON &V I (12-0 ___ f A R Rand&U P I ^ r I , / _ _ MON.10 i" i i' _ r , _ _ r f t ... - - 1i l --- _ -- _ j_ - i -_ 7 - - _ 10- •. . a , _ ._.. , I Lil I :r t • r , 1 6 2 li kc'�#� I •` ,, O� f r \r s r r, - \ t ! f EXIST. 36" RCP 1 INV OUT 25.97 [J. � '` ` , �... ✓� - � l�r � \\ '-� .� SDI !JJ ' ) -4 / i ; ll w 18, B a O 3-. ,;I;, i ,_�_C. ! f;; ;, ( r �'�'' 00 ( , j!l � I L ,, /dL F< ili lij ''Ij 1 \ „ /' _ !V' \'� . . j - I i AL AL N •1' i N ' ;; _ ';. �I 'j' -_�• /y� I AL i 2-5 CURB INLETS ; ,; II ;I Y % , 1 ` I OF ; , t , , 000, 1 ' i 1 / / 1 / r CURB INL - / _ / � =%'' _ - / \ I I w ° I� I , 12 ; REMOVE EXIST. - 15" CULVERT i^i„ I A J f 0 '/%/ % , to i BOPOW -� 1 i - INSTALL NEW 36 A tY , , � Tc,r RCP 0.4% 1 ,'' -� • . i - - - - ;1 f -_ - / ' i% / � i '� \\t '`i�l i• + 1 � 'tP !r ,�� i; ' l/ r`/+ & ` E l f , t 1 d T t I }} r „ _ _ 4 r „ - 49 zr r 1 \ INV IN 17 59 29 , ,Ny 4. JL f I 29 _ 1 { f, \ \ �f 2 f., w INV 25.0 i ! ; !; ,'' : Y -.__.._ C 2 { I :' _ YJ 3 i r , f 8 3 ,T,DP Y I i i BLDG. - - -.26 - - -_ Dv ..�V _ h 1. - \ - I NV. 25.0 f 1 dr \ k , - 28 ,> 1 36 fb / - -- _..._. t + I24 - 1 _ ; rj `'j f J/' ��8 INV t OUTLET PIPE r,,, is O ; ' j,- T_ 2 - SEE DETAIL j j _ I 6 26 s- / 'AL --- SHT C-2 �o r, , I ,¢ l r , f f •� WEIR 2 6' OVERFLOW WEIR - F OD AYE ' '// ,I ,i !t _ r POND CONS TRUCTION SCHEDULE FOR EROSION CONTROL , e / I START OF CONSTRUCTION / I DETENTION PONDS TO SERVE AS SEDIMENT BASINS I 1. CLEAR ENTRANCE FOR ROAD AND INSTALL GRAVEL AT BOTH ACCESS DURING CONSTRUCTION. ACUMULATED SOILS TO POINTS. s +. '; ~\ ;` -� BE REMOVED AT THE END OF CONSTRUCTION. City Of / 2. INSTALL SILT FENCING AND BARRIER AT CREEK CROSSING. Wilmington `' - ' 't '\ ' /_ _ 1 Reservoir ` • ' ` _ '+ ''� ?> ` �`<, r 3. OPEN UP MAIN ACCESS AND FEEDER ROADS. -__ - AL`- ;, %! 4. ERECT SILT BARRIER ALONG BOUNDARIES TO WETLANDS AND BUFFER ZONES OVERFLOW WEIR - _._ 1 18 , _.. Low �000 . _ ___ LEGEND N D OUTLET PIPE \'\ 9}- /r / 5. EXCAVATE STORMWATER PONDS, STABILIZEEMBANKMENTS, IL SEE DET�41L �� 1 / z NEW 8" SEWER LINE 1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED CONSTRUCT SEDIMENT ZONES. / ...= IN ACCORDANCE WITH THE LATEST WILMINGTON STANDARDS __ _ \, SHT C=2 �/V - - AND SPECIFICATIONS FOR STORMWATER MANAGEMENT AND _ - -- ~.. - - l\ \ �` \ c = ; NEW WAT IN 6. INSTALL PIPING AND INLETS LEADING TO PONDS. - _ �F / J. CHAPTER 20 OF THE CODE OF ORDINANCES IN THE CITY __ - ----- - - -_ _ __ \ -- ER L E OF WILMINGTON. . -- -- - 7. PROTECT INLETS WITH SEDIMENT FILTERS - _ _- SIGNATUR •-`-� � �-_ NEW SS MANHOLE PRINTED NAME D TITLE: CONSTRUCTION CONTINUATION AND MAINTENANCE ' IN D EA E AN TI ' AL EXIST. SS MANHOLE DATE: REGISTRATION NUMBER: 1. MAINTAIN SEDIMENT REMOVAL FROM INLETS. i ` 2. ESTABLISH GROUND COVER ON ANY AREAS UNDISTURBED FOR 30 DAYS. __- •- - - - - - - EXIST. 15 SEWER LINE l � i 2 3. OBSERVE AND CLEAN UP ACCUMULATED SEDIMENT IN FOREBAY OF 2' STORMWATER POND. -` NEW STORMWATER LINES OMMER'S/DEVELOPER'S CERTIFICATE F R STORMWATER \ - � 4. PROTECT AND MAINTAIN SILT FENCES ALONG CREEKS AND WETLANDS. 1/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, ` `� a ■ NEW STORMWATER INLETS CONSTRUCTION OR DEVELOPMENT, OR ALL OF THESE, WILL u M . VIVATER BE DONE PURSUANT TO THIS PLAN AND THAT THE PROJECT COMPLETION: APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND J REQUIREMENTS OF THE CITY OF VWLMINGTON, THE STATE BACKFLOW PREVENTER IT°OF C ARENHEREBY MADE PART OF THIS ENT AND 1. ESTABLISH PERMANENT GROUND COVER, INCLUDING FINAL GRADING. '`\ 2. CLEAN OUT AND FLUSH INLETS. 'n C 11 E SIGNATURE: \ SILT FENCE 3. FLUSH LINES OF ACCUMULATED SEDIMENT. AUG 0 997 PRINTED NAME AND TITLE: / RETAINING WALL DATE: 4. REMOVE SOIL ACCUMULATED IN FOREBAY OF STORMWATER POND. GRAPHIC SCALE 5. SILT FENCES TO REMAIN UNTIL GROUND COVER IS ESTABLISHED. i i` 50 0 25 50 100 200 ;`, \\\. t DESIGNED BY: . • yf; DRB REVISIONS FILE NUMBER: 4465.02 v _'\•,> DRAWN BY MILL CREEK APARTMENTS PHASE 11 DATE COMMENT DATE. XXXX >x r _' ;' Ju- CENTURY/von Desen STORMWATER i inch = 50 ft» s, \ QUALITY CONTROL: CONSULTING ENGINEERS & PLANNERS & DRB 805 NORTH THIRD STREET s WILMINGTON, N.C. 28402 CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA EROSION CONTROL SCALE PHONE(910)763-0141 s FAX:(910)763-4186 SHEET NUMBER: 'n-50� STORMWATER & EROSION CONTROL C-1 ofa r pp._pw 11'-4" 16'-0' 12'-8� 4'-4- 4'-4' 12'-8* 16'-0" 11'-4� 1 m D 'V'I z r----- -- —_---, � r---- -___— r— _ _ —, ARCHITECTS PA ---- -, I I I o I I I I o i I -- -- I --• i - - 414 West Jones St. F a Raleigh. NC 27603 I 919/833--6413 I I — 919/836-1280 FAX =— = L---- — j� t -- -- == ' I L 1 T 7 °o + � O 0 _. - BREEZEWAY 0 O EZEWAY O 7 __ I _ I I #'- II — L-- _ —_ — �I i — I OPEN TO — I BELOW I —— — J I I I I ° I I L — J L------� I -----_.J I I L-- ---_J ---- --� L-- --- -- - is �- BUILDING 1 THIRD FLOOR PLAN. 1 8" — 1 1_Ott / � c - NOTES: 1 . SHADED AREAS INDICATE VAULTED CEILING LOCATIONS ALL VAULTED CEILINGS SLOPE AT 34:12 TYPIAL 16. VAULTED CEILINGS SHOWN FOR 1/2 BUlLD1J�t ARE TYPICAL FOR ENTIRE BUILDING 2. STANDARD SOFFIT DEPTH IS 1 '-4" V *r Q f I ' ps W � f DS DS DS i I DS DS ( "� 0 1� D� Fib. LL � 1 W c a. i ► E � 1 2" GWB DRAFTSTOP Cr EAVE OVERHANG — x RIDGE - CONTINUOUS RIDGE VENT Ds Ds Pro' T i ject 97035 x . Date JULY 7f 1997 Revisions DIVERTER cn AT ALL F r VALLEYS 'n L (TYPICAL)uJ Cn 7 00 ; Drawn Hy oDs _ DS Checked By DS IDS DS DS Content BUILDING 1 i ' f THIRD FLOOR ROOF PLANS Ln BUILDING 1 ROOF PLAN. 2 •� 1/8" — 1 '—Oft ," I• 04 OF SGUTTER � T$ Qy .Sheet 'Ts� :. ,- :, � .' .: ♦ .a .. '.. .t .� .,-w...sf.. ,. ox � '� _- ..a:..:. _.,:. ._ ..., _ . .,. ....:re.,.a x,. 'i- ,. w k. ,yfV,.x C,n..IRta.. ., .. .. .. .fi s .� 1- . ., r,. .:: , '. p:. ..� r 'p. ...• t;.. � .,, .n .s "W t.p,..:.a1f.a...4i.4'.'-. .✓a rwrL Ll �W+...-.,.w Y..�ri.: �.L..�S.i�a. ,. a •r- w .. s « ... ,. . ::x ,,.. , ..r �;- .: ',. ,�. , Y ,++,,s,>�:e...... .. ,.. a r. ._. *, r tA. ,.. s'- ,. _ ... , . m „ :. A. a a;- ., +r .. � •"a,. -. >. .�, er,�.;.:. 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I } I 1 ----- L-------J { I -------F --� _ — _ — L..... —_ _- 1 I I L_ _J L----- J Lz.----� L _ ------ L --__-� __.__ __ _ J BUILDINGS 2, 6 THIRD FLOOR PLAN. 1 /8 1 --0 NOTES: 1 . SHADED AREAS INDICATE VAULTED CEIUNG LOCATIONS ALL VAULTED CEILINGS SLOPE AT 34:12 TYPICAL VAULTED CEILINGS SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR ENTIRE BUILDING f -- .{C W W 0 DS .� DS z DS N 2 I IDS DS 8/12�Go N DS0 o. c Z DS OO 10 0 01> DS uJ � CIN _ _ UJ 0 axle got 8/12 8/12 ��' 1/2" GWB ORAFTSTOP E 40 UJ N N 5/t2 x 5/12 N �/- ,� IMS N b RIDGE RIDGE RIDGE RIDGE CID CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT N L N L Project 97035 f 5/12 w 9 '� 5/1 2 w < - Date JULY 7, 1997 _ Cr Revisions 8/12 8/12 1 8/12 8/12 _ 10 O � DS � ; �—�' DS Drawn By ] N N ° 0 8/12 DS DS 8/12 _ CID DS Checked By DS "---- Ds DS Content BUILDINGS 2, 6 THIRD FLOOR ,Q ' ROOF PLANS 4 BUILDINGS 2, 6 ROOF PLAN �, .S WMATES THE LOCATION OF 2 ir .: -n GUTTER DOWNSPOUTS 1 /8» �- Sheet A 4M4 . r i. - - —� R .. .• h., .t:... .ee"hY": ,:� #xf' �+, .. d' . ?':� � �,•: •,,;; a t'v+" _:r i� ,v r s�� *rk � Ys`,+,. v r>^:r'-!'.air. r^.$;'..:a�rcr+rf'w'.,�"., '+'t^x*s .,.,. _,.' •.1 r .., :.. , . - 'F -, ,.•V '.r .._ : -M , , Diu x. r e, 1- F ,.Pi. a .,, ,. -.- ♦ti , �- .. ,. 'n. .. :r , ? a " r c _ A t - e-, it .. f � t 1 4 Z 10 y : 12-8 16..p ` ti 4 12 3 1/2■ - 8 8 5 1/2 •. — 1/'r• _ , 7 , 16-0 kav r P y. , Bc I A i } HITS IL - i 1 . t`h q, 4 414 West Jones St. Raleigh, NC 27603 N t 4 919�833-6413 919 836 1280 FAX 1 k. Qv < : ,n I e !._., �._ ---f-•t--'*._`+- '*"ty.. ': �- t. :{ }~--t _t} l.. - . r i—•- _•'---•,_ :--R—,..t..' --'L`3'�_. "f` .3'_. �, _R- 00 00 ——————-- B >"..< f ' F7 I l � BREEZEWAY.- '}-:. _- .. i_ ! x_;... - ----�_ -•r'- -- -r._.«•ry._i... .._ t-�� it r � _ n O „ t � I I _ i t-1 C OPEN TO r , t rr r BU ILDING 3 THIRD FLOOR PLAN j NOTES: 1 , SHADED AREAS INDICATE VAULTED CEILING LOCATIONS .t' - ALL VAULTED CEILINGS SLOPE AT 34:12 TYPICAL � O VAULTED CEILINGS SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR ENTIRE BUILDING 2. TYPICAL ROOF OVERHANG IS 1'-47 � , k W p z d S I DS . a 0 DS w µa OS �� I p 0 8/12 Q -8/12 1 g/12 8/12 o DS •r� i i Q ' am N4 ck: 8,M 2 8P2 1W Lu EZ001 1 8/12 �, I ,P 8112 i W ,C 0 8/t2 � ps � r 8 y2 I G 8/12 , DS 8/12 ti�A 'yio 5/12 1 2" GWB DRAFTSTOP 5/12 5/12 5,/t 2 z � 5/12 —♦-- Cr SAVE OVERHANG Q Q RIDGE I RIDGE 'Si/o y 8/,2 , i I CONTINUOUS RIDGE VENT -" CONTINUOUS RIDGE VENT 5/12 8/12 i Project 97035 a 1 , 5/12 5/12 5/12 Date JULY 7, 1997 w ,. 5/12 5/12 I i �y�A y/A Revisions 5/12 1 DIVERTER 1 v 8/12 AT ALL DS DIVERTER 8/12 VALLEYS G et12 AT ALL (TYPICAL) w y — DS , VALLEYS 8/12 ' 8/12 wl y (TYPICAL) �i2G�� .a4 �- Drawn 6y o I 5/12 Checked By ct► i '�``� �I! 5/t2 w - y/A `8/12 8/t2 - ` i 8/12 8/12 0 DS D 0 8/12 Content BUILDING 3 S DS THIRD FLOOR !! ROOF PLANS p DAV1 BUILDING 3 ROOF PLAN L I�1, ,�'N Sheet -6 A�44 . i < t. e , , . b 't _ rs :. , T'°4. q'+. '. 3: w.,1.•w r, :., f ... r, .� :. ... ,. .' ♦. _. :.n.. :. v� . .. 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I - -----1 I I i I I ----, I I i -- -- I I -- --- f . ' , , , , , - I I o L - - ----- J L_------i o I ----- J - _ _ _ _ - 1 L-----� Y, u ---------i L-------__.. 1 s< k. < ,. ,,..�iI.--�II._�,-,I.1I.I-��",1, '7. X h ,.. Z . ! BUILDING 5 THIRD FLOOR PLAN ".�, -I,,..II,1I.I l �,d��I".i1 Il.....,--I.;�II..,II—'1,,-�L l_�,,Z-�I-.,_'�L,I�I:I.,I.I,��.,I.,1�'�t,T 1 I. - , r, , NOTES: , 1. SHADED AREAS INDICATE VAULTED CEILING LOCATIONS Y h i , R -. ,fir.► T ALL VAULTED CEILINGS SLOPE AT 34:12 TYPICAL ,, , VAULTED CEILINGS SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR ENTIRE BUILDING ' ♦ 2. GUTTERS AND DOWNSPOUTS SHOWN FOR- 1/2 BUILDING ARE TYPICAL FOR ENTIRE BUILDING ,, , =.' ' W ' r a' ba Liw , , w w _ a. DS ' y N 8/12 DS DS 8%12; cv DS Q .` X �` I O ao - . • •. ,,, DS ti% pp DS ,p '�...` - I y ui f# , 8/12 8/12 8/12 8/12 ,o - I u' 1 2" GWB DRAFTSTO I w �Q *. o / ! � o ' ( - E I jb: . w � � 9� h , , - DS I I DS . N ,` ' g' RIDGE RIDGE RIDGE , . ,-, : - --- . to yY N - : - �'' - . .tip. .a L• 'i7r - - - „c ><, .. : - ' , ._. Ds CONTINUOUS RIDGE VENT CO UOUS RIDGE VENT , N r N I - p..., �w1 / r a. N N �" 9!V � �s -4I�-:..114I!I1..�:-I_j 1,tp:�I�,I�5 II1/I,_-IV �, n ,- n I fate DULY , 19"97 d _ �; w w cn 9 ,a M 1 x CCU `C\Q �� . - wl= g,. . .I w.. -.--Y , "k . . _ - , °m 8/12 8/12 8/12 8/12 i x . i -_-.+- �- ice- -.��y. t , _ - d „ - - .. - - " ' I J A . DroVvr� " k ' 4 Q N w N .:' . -,. I, DS i �\ ? p DS DS p 8/t?a W y�'O DSh*Ced / o x & h - Content BUDDING, 6 -�` >s71-111 C? FL4t3R . ROOFLANP . • ' 1i5 Rt O� PLAtrtBUILDING 5 ., , OS INDICATES THE LOCATION OF _ _D • GUTTER DOWNSPOUTS „ r n , 1 /$ = 1 r 0 a , r w O7 - -. .• - c r .. - , i a �.- ' ., .-. • r `z �• � �$hl14t � �. _.,. , ,. ;: . - � , : ,.' , y; - a.,,,.. . . -„ .y t ,'. : - - .,,,, , u. : _t. > x.�:� .. • :' a ... ..,. t.. .. _,. .. .. ..,... ,.: '. ..., :... .. .. .-�T' „ y� .'.. ,.: ,: .. .<: ".... t -Y:' .. - ..t...`y.\ ....R. + --.. 4 ... elf {:.. , , :,, -. - . wn..r w � -. -, _ z.a u,l` .. .5., ka..._ 1lr:,�♦ : !_t�_�.. .. �.,:.:_- .,. ..'. ....1.<.:' \..r:-,..,'I}.-._xf!, ,x... _...Jn.,...._ . .i-�. * '7 f... « h ,x t yp , - . , z r Ll 11 —4 16—0 12-�8 4—4 4—4 12 , w a - t , I 8'-8w I 414 West'Jones St . I I I Raleigh* NO' 2760.3 19/8153-"'13 `919/836--�1280 FAX . —, J _ k. , f 1 .. , 1 : N 'f 1 _ I , • C 00 1 p O r BREEZEWAY o , 11 a. ' ? t ROOF BELOW _ _ - - - ROOF BELOW y. , 'I f 1 'II e f — I I OPEN TO ( , — BELOW F ° I I I I ° j I L——————J - - - - _ L ---- --� I L—— ———- 1 L-----� J L v 1 BUILDING 7 THIRD FLOOR PLAN —0/1 NOTES: 1. SHADED AREAS INDICATE VAULTED CEILING LOCATIONS _ ALL VAULTED CEILINGS SLOPE AT 34:12 TYPICAL a : VAULTED CEILINGS SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR ENTIRE BUILDING 2 TYPICAL ROOF OVERHANG IS 1'—4" � '' bra 5/12 I f� tr -aQv 15/12 DS DS DS � W — --- - l� Z", 8/12 O DS DS p 8/12 8/12 y,A 5/12 �� - - ----- -----—- ------ 5/12 8/12 R , 8 i2 0 j 00 1 9 0 8/12 K <<,t� I r Qy j << DS 8/12 8/t2 CHIMNEY W/ CHIMNEY W/ 8/12 8/12 DS :� � ? CRICKET CRICKET L i k = 1/2 GWB DRAFTSTOP 5/12 j 5/12 5J12 Fww 8/12 8/12 DS DS. 5/12 5/12 - �� 0" EAVE OVERHANG I Q 0 SAVE OVERHANG 8/12 I RIDGE s/t2 RIDGE j 8/12 — -- 8/12 / 8/12 8/12 5/12 q CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT s/12 <L� DS DS 8/12 j 8/12 5/12 i Project 97C?35 5/12 5/12 Dote JUL'Y 7, 1997 r 1 w � - y Revisions r DIVERTER � DIVERTS v5 CRICKET CRICKET DS 8/12 VALLEYS g/_2 Lo AT ALL CHIMNEY W/ CHIMNEY W/ 8/12 AT ALL _ VALLEYS 8/12_ DS (TYPICAL) (TYPICAL) O W 9< W r �' ^ 8/12 8/12 �0 Drawn 8/12 ��Q 5/12 v� � 5/i 2 /y/q 8/12 I _/1 g i � ♦.1� 8/12 p DS DS p 8/12 ,C�'1ft1!� {r conten a {n $ DS DS I DS DS t, BUILDINdl Lo cn 5/12� 8/12 8/12 15/12 u — • "'ROOF PLA BUILDING ROOF PLAN i DS INDICATES THE LOCATION OF 2 k e THE GUTTER DOWNSPOUTScr , 4, r7hseC. t d , : ', ., - ., .. .-- ,_ ., Q 4... ,,. '.. ♦ 1 r , .,:.:.-. ti i . k{ �: p"':,�:. fir" !'Yj .. .. ...,.w.�•.; _.b„�, ,wa,.,,°:.+,a a.L .. .�,,. '�. .<.. .,,,� 3+ '"o- ,��.' :� ��s',n4 aa°� t �' „xa:*,�.�" <wsf I Li 0 71 M NIGTO \ NEW HANOVER COUNTY , NORTH CAROL NA Lv Q z o0 z Z J G Q � / 0 � / GREENW AY � AVE � o RANpA PATRIC SITE AVE. Y . . . . _ Hoc D � - / WI S TON B Vp Q- WILSHIR 4 Q- cyTs �� z APPROVED NORTH Chc OLINA ENVIRONMEltlJlt F h4;,; h9ENT COMMISSION DNIS;ON OF WATER QUALITY 1-22 VICINITY MAP Date 2Z— '•, q �J T T 0 SCALE Stormwater Permit No RE_ }s5u-� �`� NOT 'f(°8 STORMWATER p E C E I V E OCT 0 71997 PROD # `� N1U>Zt ��•Q�� CARq�w"' Q 2: :G:' t 1p s.:� �: • G7�GJ' .. t CENTUKY/von Oes?" • �� ,�F` __ <�: CONSULTING ENGINEERS & PLANNERS Is, 805 NORTH THIRD STREET + WILMINGTON, N.C. 28402 PHONE:(910)763-0141 r FAX:(910)763-4188'. 7 4465,02 �� u I I�Ld I II �n Li_t z: zz- III { q, , N/F ( { I LONGLEY SUPPLY COMPANY { � D.B.B 1282 1856 ( { I � I EXIST. ZONING HM Vol GEORGIA PACIFIC CORPORATION --- SPILLWAY _ - INV 30.54 x ti'• D.B. 972-786 __ - -- r_ / 1 INV OUT 15, RCP _ - --- - -------- _ __ _--_` T 60 RCP _ I i I INV IN 23.91 T " (12-0 MON!O-- I RandaIR �(St�li wa 1 - - �3',%i !//i° 1 AR _ _ - P'NF - G !Ei o -29 D.B. 10 4 454 _ MON.'0 _. --' � I r'� .� .� x h r 5 _ IN ;5.'; ! / t •/ _-' i�" / 14" SX,� \ PItiE�\x '✓`y / ?4'. ! 5 _- -- ------ _- - - -` EXIST ZONNG 0 - __ _ r, 3 ----- ---- i=-p-► - _ - . � �-• \\ `` I P iN_ I:w - 77 43'56aE --355 3 -' S58 37 E WELL \ �t _ -- -_._.. IN 09 ! _I 1.J I -- `\ \\ \\ \ `.b4w, `\ � ;�., 'X \ -.1 ... " 36" RCP Mill I IIII�III I\ _ ,.�� x r'INr \\ 34.00 / /' / / p0 CMP/ / / I1 / \ - , ` \\ \ \ \\ ?`"r x `` --- -2, r ," / ! m (o N F . I lrwouT ,s,B \ e RCP 1�" , ROBERT LANGLEY, JR. { I I \ '�/ \ \ PI r �cvih PINS, K'S// INV OUT 25.97 I I I I I I I I 1111I'111 \ i. x 1 a" / yY 'ss / ,/ ,/ / �/ / / I.1 / �/1 / T 18 2b \ \ \ \ / C \ tisr,�,,,s'pINE / f / I\ \ PINE I" �z BENC'r. 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N ! / / UNITED DOMINION32 __ . �_ - � � I ► Ir��_ ,,>� / y; � ' . Fx � F '�'-� Pi,�t /, ; / I ALTY TRUST, IKC.STORMWATER II ` � / / a' uAk' ; / / I I ? �2 1 / / / _-- ti `�7 X V iNE ti z / \ / MANHOLE III+I + I I --' _ 29.00 // I.�x��C / >fJ' / ! ! !/ 7/// / ! I „ 1 ' 1 ( / I ` " /' ` " >v� 18 � i' \ tz. �k / / / I 1 D.B. 1595- a'I / / PI i._. nTOP29.09 II I I\ 2r, _ � 1s' �• f, /7� / , / r x I �tNr � ' � �` I / / \ , ,r15' RCP IN 28 09 II ( JM / ;��l i., 2 y / 0 / / r vy tt' / 1 \ ( s 1, / / x 'INS / Y? 'r- 1�n� 15" RCP OUT 223a I I III III �'� / , ! �t ' �'lanK /! 1.C1 0 // / / / , / I 1 \ \ �yYv�sT r° ' ! �,• I Sr,- s 1 z i \\ , i IIII Y I / / / / n ! , /, •i/ / , , -' / I ..,., /i '' 1•" I< 'I 4' -`'t. .r `1t q r� '1 ( r ,Fri„1 V 5" � ' Illlllll+ // �, .ct ,� 1 / �// ' � / / I i / ,, / \ \ ( ;,, �,�;= 1 I s',��.,��r: ,;?~; x rl �-.�'2.y 1 f.4Y �s4 s �= / r Il ., x 1�... \, 28.� UMf XAK X /� / I 1 , / // / \ fv� I i1AK�.� /` 20\�<'vh� / - -I-- ---- Ir 24" / / - -OQ / '%/ •' i/ / /! 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I + ! { _.- ter' 1 L�y T r / ^ x NINC` 7�7� �7L� INV OUT 18 88 j. y� ✓ r` t \ \ : I I 7 c \ -r 1 VTIL �1 �` / \ �1 r..� r {jvYA:s b' S - 14" .z- NI 2E yJ' i\ �/ �r _..__ \ � r' ,? , // SIN_ I\\ \\ - � __ I I I F� 1 I I EXIT ZONING OAK r ' � r7�i7�j� \ _ _ ! \ ! , d `, ,� oAK J G HM I I i� Y z. x -�._ 11 `�ryrcx M.B. 13 -� - _ / " J r ' � r r _STORMWATER I II �` .. x. 4 JOAK �_ / -_. / L �%,G/�.° \�, `� 27- _ 2 MANHOLE I Iz1 �% �-�--�� 16" _ -- ... _- -- _�_` ��i�}iS�,�i�,c�✓ ,,� �\ ,�r�ff-_ti r` .__.. -..-.- _.._-. _ /;� / CSC- , _ �FIN� � I l/•I rr \\) \ \ \\ \\ I TOP 18.92 I I I C tiNt,.;,. (5 OAK - _ / 7�7x /-L % !`( iT t )\j T N-L I I; n J+1 / r \ \ \\ \ I I - � I I 15" RCP IN 21, I e)74• :vc _ /` � - ^ / - - tb RCP OUT 1828 I I GJM /1 OAS \ j „ - _ --__.- '--- � \ \\, ,L7`:!?' , er 2s- / _ _ I I III _ Rcp I' _ / , : - � \ k C 3O" X { r x SOAK / I \ v=.r'-L - 1I \ PwE -t �14 23.00 i / �' \ s� z sn" \ ^Ls ( f 24 < , / , / / r�CcT 22" AlNE -,, " PINE�x�nN^��4VVJ '� \ �z. . , -- - __._ D.B. 2 7/11 A TRr C�( A III I - _ ! ' 1f" fTnn,� 2.6 , / / /` I` X PINE HICK. 1�.: �1,y., X PINE 1Nv \ °i�i \\ I ;rr, y,C \ / - VENUE !_ Iaa� I { 24-- I 1 PINS.,,,\" PINE. 16" / / �1 Y rfl�.f \ <> x '.'' \ / // _„_ `_ (60 PUBLIC I I I 1 22" 1!_" x 0 c`- 2.00 // / AC. (0AK /"� h. \ \ \ \ ' , ,e FINE \ �Z � / -1_ R/W) 1 / I •�, _ / / 111 III \ 22" FiNF 1 , vvs` .� ?t4" r 24" / IIII I 1 1E" PINT •.n t � x - x. /tt ff?;''t.21.00 j /! ao" x x `•-__._/'- `mow P2� \ \ S,nt \\ \ . , \\ iz�„� t ' 'td' 27,00 / I `' / xi I I 23 -O) I'I PINE x z> `� �, 1 - 18 „�/ .' CUM\ .. ..� 12' NE \ 1 l \ \ C" IIII x ,14" / 21•,�� ,", _ / u?i ) {OAK �� 2 t `?4 \\ \ (r x \ �S 3s" CMP VI I/,) III \ r s ;� =� oAK 01. �' - / t.- a�� x \ z NT \ _ x�,,s / / x r �� _ #�y� Pi \ \Fz / N. x S {P3 'E OAK �. , P_ �2i3" \. " �� ` INV IN 18.33 /�' I,I \ �; x / s 1 I x ) s'zi.. \ \ M.`� _ TN / C) INV OUT 1794 Vs4 z^ 4 1 X 20" tia"r'IwE \ \\ ------ - - .-__.. - - ........ OAK /�` ." / N :K. � 1�" x \ \ � ?� x ! _--_- 'f� l � EXISTING BUILDING I \ -' 6•, �A G' J!/ N OAK 1..:N \\ \ �',C� J �r_. i - I \ OAK PINT n x 1 ,P^ raj.../l / O' I I ;IvE` x \ \ ��'. L i' Q I EXISTING I J, 24M _ __ o _ NG { r „ ic 1 / I / I_ tr< , \ �_... BUILDING 2. x `� •,� x - � ` 24 iAK' r ail \ 'K - .x 1 " �..._. I 1 I I hM 1.r,, r r ! syS, 1 \ \ ^ 1 l 2_- S I 1 j i " 2 7"r `I � n N,.'\_ 1 \ \ FLOOD WAY RINGSE= /� I• _. cAK oA K\.,i..i 2a° x �I -- _ F -- _ -__ / z`r 22 S\ I \ X�} P??r. 24` I \ ` A L._ r - 2G° PINE. r h:,A, \ ' 1t. PINE \ \ I \��..-t x 1 l '�• C�-- �`, x z I / ` OAK x i s ;< ( d ti -� ;3„ Aj 24"( y 1 /_ Ak'AL � cl M� \\ / ,�`IDS x I t x � OAK' -_- ,C- , z \ I \ tAG. U.D.R.T. OF GENERAL NOTES: City \ . NORTH CAROLINA L.L.C. Wilmington �� 22' ` (- �N" Pow PI ' o cK• ,��^._�` ti, ; �` x OAK \ 1 \ �- - I" - 1.) NEW HANOVER •COUNTY PARCEL NO.: OAK }• ` 7 ,Nr -�, ;� } o k �. � " x `,� I \ x D.B. 1843 0562 TAX MAP 55-06 BLOCK Reservoir ' { , - rx • x , z r Ry �, ,,-`z / \� J2o" / CK 01 / LOTS 23 & 24 s 40 _ 1,`?,,1 x� \A SJ/(� o° cb 20" r; x 22.00 - I \ `. 0.. �`. UTINT.Y ---- i 2a" \ pC,P,_,- _ �� \ - l 2s p/o TAX MAP 49-18 / BLOCK 04 / LOT 02 & AK CREEK APARTMENTS /W - ` 21 ia� rA 'MILL ) t° r.QO \ x a.. ' " 2. AREA: 16.17 AC +/- �. �)`IiCK t ' x� OCK ��1 Off, X; 724 TRACT ,r ? 24 X SYC GUM y - k-- •- _ - = ,..,/ �--. _ ^__ �.,---- \ x _`� . . �i._ 1 /,i�2 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH AL -�►I,�-_ -- - - �i `\ �11L \oF' - 3/ EXIST. ZONING MF M DEVELOPMENT NOTES: AL a, ZONING ORDINANCE AND ......... . --__ j 2 SUBDIVISION REGULATIONS. S82'12'18"W S74'50'39"W 213.00 �• v - /'/� / / 9767' _. '�_ N F S74'30'39"W Mill 2-0 20 --.. __..__ _ ^18�. \ :ia� !-'z. 24" - / Bunt + C ' x ; OAK 1 __ 23 64.27 K `� -< / o, SURVEYED BY: HOBBS SURVEYING COMPANY INC. D E VO N 1A _ ,� ; , / ( ,o -�nn� \wiolnuTo.n1 I rLr- w..r 2089\ =- '' ( i '� 2 WILMINGTON, NCL28403c - ��i It iO3 PARK ` 22-- ;\ - I \\ 0--2 LEGENDSURVEYED BY: SHERWIN D. CRIBB -- 1144 SHIPYARD BLVD. EXIST. ZONING R-18 j N/F \� -_. X _<_ WILMINGTON NC \�• \� x2�^ GUM EXIST. CONTOURS RECORDED OWNER: LONGLY SUPPLY COMPANY J` NORTH CAROLINA L.L.C. �, OAS, 2018 OLEANDER DRIVE D.B. 1843-0562 a'• \ / x S\ x TREES WILMINGTON, NC 28403 ** THIS PROPERTY IS IN A FLOODWAY ZONE sue. � `�i AS DEFINED BY FEMA FLOODWAY MAPS FOR r'� REFERENCES: DEED BOOK 1282, PAGE 1856 "MILL CREEK APARTMENTS" THE CITY OF WILMINGTON - COMMUNITY PANEL �\ ' ,'ao - -- PROPERTY LINE MAP - (UNRECORDED) BY JACK G. STOCKS NO. 370171 0005 (MAP REV. NOV, 4, 1987). \� \ REG. LAND SURVEYOR; DATED DEC., 1992 j ADDITIONAL REFERENCE WAS MADE TO CORPS \\ \` FLOODWAY FRINGE MAP BOOK 31, PAGE 322. rr►lsyyy� rp OF ENGINEERS FLOODWAY MAP SHEET 6. EXIST. SEWER0 •, R.+ l/�,, J EXIST. ZONING MF-M c4 ' �. r F ESS/ 9 • 'P WETLANDS N - DITCH 8 �• k N - - 100-YEAR FLOOD F�'0IN77 E`� •' al GRAPHIC SCALE DESIGNED BY: DRB MILL CREEK APARTMENTS REVISIONS FlLE NUMBER: 44 , .02 ,0D 20o DRAWN BY PHASE 11 DATE COMMENT DATE: 8/21/91 32 JLL CENTURY/von oesen CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA IN FEET ) QUALITY CONTROL: CONSULTING ENGINEERS & PLANNERS 1 inch = 50 it 805 NORTH THIRD STREET + WILMINGTON, N.C. 28402 EXIST. CONDITIONS SCALE 1"=50' PHONE:(910)763-0141 s FAX:(910)763-4186 EXISTING CONDITIONS SHEET NUMBER: C-0 OF 8 STORM WATER COLLECTION SYSTEM STORM WATER COLLECTION SYSTEM ( I Section A Section C I Inlet A-1(2) Curb A-2 A-3 A-6 A-7 A-4 A-5 Inlet C-1 C-2 C-3 C-4 C-6 C-7 C-5 I I RIM 32.9 30.5 30.0 29.0 29.0 28.0 29.3 29.6 RIM 32.75 35.0 32.5 29.75 29.0 29.0 29.0 I I Sump 30.5 28.1 25.75 24.8 24.1 24.05 26.8 26.58 w Sump 31.0 30.0 25.2 24.31 24.2 23.2 27.0 Z ( ( ( 7 Pipe A-1-Curb Curb A2 A2-3 A3-6 A6-7 A7-Out A4-5 A5-3 Pipe C1-2 C2-3 C3-4 C4-6 C6-7 C7-Out 05-4 3 Size 15" 15" 18" 18" 24" 36' 12" t5" Size 12" 12" 18" 18" 24" 48 12" I I I iV Top Invert 30.5 28.1 25.75 24.8 24.1 24.05 26.8 26.58 I Top inv. 32.75 30.0 25.2 24.31 24.25 23.2 27.0 ( I I Length 70 25 135 90 115 95 85 85 NI Length 65 125 120 115 180 140 72 X Bot. Inv. 28.1 25.75 24.8 24.5 24.05 24.0 26.50 25.57 w I 3.4 9.4 .7 .33 .04 OS 26 1.19 Bot. inv. 30 27.5 24.31 24.25 24.2 23.0 24.31 I X 4.2 2.0 .74 .10 .03 .14 3.7 ry STORM WATER COLLECTION SYSTEM as Section 8 Inlet B-1 B-2 B-3 B-4 B-6 8-8 8-7 9-9 B-10 B-11 I II RIM 29.5 29.75 29.5 29.0 29.0 29.0 29.0 29.0 29.0 29.0 I I Sump 27.0 26.5 25.6 25.5 24.5 23.0 27.0 24.75 24.31 22.95 IPipe Bt-2 132-3 63-4 B4-6 B6-8 B8-0ut B7-6 89-10 B10-8 B11-OUT Size 15" 18' 18" 18" 36' 48" 12' 12' 15" 48' Top inv. 27.0 26.5 25.6 25.5 24.5 23.0 27.0 24.75 24.31 22.95 ® Length 95 100 45 100 85 140 60 130 145 35 - - -- F- I Bot. inv. 26.5 25.6 25.5 25.4 24.0 22.9 26.0 24.31 24.11 22.9 SEE DETAIL - - - - 0 ® R .53 .9 .22 .10 .59 .07 1.67 .34 .14 .07 ON SHT C-2 SPILLWAY 0 REMOVE EXIST HEAD WALL & ONE JOINT OF .� " INV 30.54 MON I I EXIST 60 , CONNECT NEW 60" TO BELL, - - - - - - - -INV. 23.91, RCP TO EXIST. 15,�. INSTALL - --- -'33 - MANHOLE TOP @ GRADE INV. = 24.54. n CONNECT EXIST 15" AND INSTALL 15' RCP I 32 I I ADDITIONAL 60" STUB WITH FES ® GRA INV OUT 24.54 - - I DRAINAGE EASEMENT TO EXTEND 5' ON. - --30 - _ 1 " I FROM BLDGS 5 & 7 INV IR N 23.3.91 - -30 TIE 8 WA II l INTO I I 12" W/ LEFT TURN LANE / # III III II GRA TRU PUbC CE ,. .. , � U3O1 GRAVEL CONSTRUCTION D2M 1p0 q R ENTRANCE Parkwdn)U 29 p I I I I I -28 IMON.I[t] I �- MON. I I I I / / 27 - --- - .- ` `h, _ 33 32 00 I( j 43 I i I EXIST. 36" RCP , •, , - NEW M H �,, 31 INV OUT 25.97 TOP 34.0 00NNECT EXIST. 36" RCP INV. 25.97BU DING SETBACK 3 .00 TO NEW MH W/ SEGMENT OF 36' RCP 34 ' ; . ' `` 3400 ysz..r` A-4 I "g / 27 28 I I I CCU 1 �y. 33.00 I1 9 .0 I 1 ' I 00 1 29 I I v PUBLIC ACCESS S i 3-STO TO CITY PARK 15" ^� 0 1 0 FF. 3 0 B O m - g I I I I 0 ,1 45' I 29 �- 10 _ 1.0 / , -1�9.(-�9-. _� \ .� _ BUILDING S BAC cn CURB INLETS "� I i 31. 9 I F. 31/0 I 11 \ o \ , K ` / 51 I I I i ( CURB INL �' / I / I 2 32 •O -_ PYROM E I REMOVE EXIST. I _ A- FF. 3 B- F DETAIL S T C-413 x R^ {r 15" CULVERT , ` 1 EC OF v N S LINE � � 2- TORY I I INSTALL NEW 36" RCP 0.4% V. 18. co z tjL l�. ss � 18 ® 4q 36„ q ss 4�l s 9 FF. 32. ' N UK- / /s 28 30- IN3 S 26.00 x 8" ® % 1N IN 9.0 /�� 8 N 30 I I 29 I I SS ® .49 so' cMP CP.4� 8 1 0 �-- 30 1 ( - 17.28 G ' 7.55 �-/_r� EXTEND 36' RCP OR BCCMP AND - _ , W 60IN cMP /i L PLACE 2' OF SOIL COVER - INV OU 17.so / 2 >, OVER PIPE IN THIS AREA 48 _ I (� y� 1 2 1 27 FF. 31 .0 x / - 8 _ _ _ 0 FC a _ 42 CP _ _ _ _ I r.r;., _ I I _ _ �z � WA 26 --- """ 0 EXIST. ( I I _ I 25 30 INV 25.0 ° A B-1 1 T 29 INV. = 2.95 I 2 x 9 l i N II 0 / 0 / WI 23 'a 3 /// / X B-9 INV. 0 / 1 FOR PROFILE SEE GRAVEL CONSTRUCTION 4 3 +•14 SHT C-2A / ENTRANCE I I OUTLET PIPE x FF. 1 .0 y 12 79 SHT C-2IL j F4sa " SEE DETA X III/ 48 0 5' EIR , 5' 0 24 FL OOD WA ERFLOW WEIR POND 60/ 1 ?6 CONSTRUCTION SCHEDULE FOR EROSION CONTROL Y F ��- - - - s ,� / roe �'5.28 SEE SHT C-2A FOR POND DETAIL I ' \� ° 5/fide START OF CONSTRUCTION: DETENTION PONDS TO SERVE AS SEDIMENT BASINS 1. CLEAR ENTRANCE FOR ROAD AND INSTALL GRAVEL AT BOTH ACCESS POINTS. 43' ` ` ?� ^\ /; //154 DURING CONSTRUCTION. ACCUMULATED SOILS TO Q 2 / /r`2511 BE REMOVED AT THE END OF CONSTRUCTION. 2. INSTALL SILT FENCING AND BARRIER AT CREEK CROSSING. City Of �j � \ 8 / /}jjj''''�SS/MH Wilmington �\ SEE HT C-2A FOR POND DETAIL \� iv / 1 8/ vRT 3. OPEN UP MAIN ACCESS AND FEEDER ROADS. \ Reservoir �,S w� 22.00 `�/ �11t� �ilkTOB 4T'=Z,�Sa LEGEND 4. ERECT SILT BARRIER ALONG BOUNDARIES TO WETLANDS AND BUFFER L' TOB 24 RCP/INVRT 21. 0 --\ \ 15' OVERFLOW WEIR / �OpQ� / /24 ZONES. 7' \ B(// NEW 8 SEWER LINE DESIGNER'S CERTIFICATE FOR STORMWATER 5. EXCAVATE STORM WATER PONDS, STABILIZE EMBANKMENTS, \ 7/ \ \CQ/N OUT PIPE ( ; / // 1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED CONSTRUCT SEDIMENT ZONES. SEE DEAIL )•1 / / 3 IN ACCORDANCE WITH THE LATEST WILMINGTON STANDARDS 2 .. SHT C�2 '4' NEW WATER LINE AND SPECIFICATIONS FOR STORMWATER MANAGEMENT AND 54 CHAPTER 20 OF THE CODE OF ORDINANCES IN THE CITY 6. INSTALL PIPING AND INLETS LEADING TO PONDS. � � --r-- � -- _..,_ ""'-=•` � / i-- � ,. 47 OF WIILMINGTON. '�` _ - -�ls --- `� \ 1 / 9 4�//2. O 7. PROTECT INLETS WITH SEDIMENT FILTERS. -- 7 NEW SS MANHOLE D -- \ oe 15 - , __�_ \ 3� 24 49 SIGNATURE: OCT 1 1 �9p 20 `-'� \ \\ \ \ / J� / F/P CONSTRUCTION CONTINUATION AND MAINTENANCE: J EXIST. SS MANHOLE T PRINTED NAME P.ND TITLE: DATE: REGISTRATION NUMBER: 1. MAINTAIN SEDIMENT REMOVAL FROM INLETS. PROj # / EXIST. 15" SEWER LINE 2. ESTABLISH GROUND COVER ON ANY AREAS UNDISTURBED FOR 30 DAYS. / NEW STORM WATER LINES 3. OBSERVE AND CLEAN UP ACCUMULATED SEDIMENT IN FOREBAY OF 43, 21 STORM WATER POND. NOTES: / ■ NEW STORM WATER INLETS OWNER'S/DEVELOPER'S CERTIFICATE FOR STORMWATER 4. PROTECT AND MAINTAIN SILT FENCES ALONG CREEKS AND WETLANDS. 1/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, \ \ / CONSTRUCTION OR DEVELOPMENT, OR ALL OF THESE, WILL BE DONE PURSUANT TO THIS PLAN AND THAT THE C/ 1. ALL ROOF DRAINS ARE TO BE // PROJECT COMPLETION: APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND CONNECTED TO THE STORM WATER SYSTEM. \ , -- BACKFLOW PREVENTER REQUIREMENTS OF THE CITY OF WILMINGTON, THE STATE ° OF NORTH CAROLINA AND IHE FEDERAL GO'VE`NM N , Alves 1. ESTABLISH PERMANENT GROUND COVER, INCLUDING FINAL GRADING. ITS AGENCIES ARE HEREBY MADE PART OF THIS PLAN. Q •• ••o'•• tir 2. POND SLOPES STABILIZED W/ \\ d _x x- SILT FENCE 2. CLEAN OUT AND FLUSH INLETS. �,`�...aF SSioy9 RIP-RAP OR PYROMAT, SEE DETAIL SHT C-2. , SIGNATURE: ' SE I%L \\\\ ' / �' RETAINING WALL PRINTED NAME AND TITLE: 3. FLUSH LINES OF ACCUMULATED SEDIMENT. 8948 Q Q' \ , \ ft PYROMAT RETAINING WALL DATE: 4. REMOVE SOIL ACCUMULATED IN FOREBAY OF STORM WATER POND. / 5. SILT FENCES TO REMAIN UNTIL GROUND COVER IS ESTABLISHED. " td `� . 1 91 GRAPHIC SCALE N \� � // ^j DESIGNED BY: REVISIONS FILE NUMBER: 4465. 2 50 0 25 50 100 200 / DRB L MILL CREEK APARTMENTS PHASE II DATE COMMENT DATE: $,21,97 s DRAWN 9/3/97 1) NEW CONTOURS AROUND 36" RCP STORMWATER CENTURY/von Oesen ( IN FEET OUALITY CONTROL: 9 20 97 1) CITY REQUESTED STORM LINE & 4T DRB CONSULTING ENGINEERS & PLANNERS CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA 1 inch = 50 ft. 805 NORTH THIRD STREET s WILMINGTON, N.C. 28402 2) 60" RCP ON RANDALL EROSION CONTROL SCALE:1"-50 PHONE:(910)763-0141 s FAX:(910)763-4186 3) CONTOURS BEHIND BLDG 7 SHEET NUMBER: STORMWATER & EROSION CONTROL 10/3/97 1) DRAINAGE EASEMENT BLDS 5 & 7 ( � 0/20/9 1) RESIZING OF POND A �/ OF 8 3'-6" STEEL OR WOOD POST g0 WIRE FENCE A go nago FILTER MEDIA EXXON BOB BOB CONC. COLLAR VULCAN V-7468 GTF 100E APPROVED = -� W/SS. PENTAGON BOLT EQUAL 0 D�ODD ; -I. HEAD SECURITY BOLTS (4) �- MIN 12- /2 GA. BBfI Gnnnna = I i WIRES M DROP INLET Doug �DO�O �w Z w � �yOQE wN FILTER FABRIC A ROgO CASTING: N WEIGHTS: I I Z FRAME: 195 LBS L_ _ T - - -J GRATE: 160 LBS _ - T"T co PLAN PLAN 5'-0- STEEI POST g 6'--0" WOOD POST' 1 MIN. COMPACTED 8" till STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES TOP ELEVATION Li BACKFILL 8" TRENCH B - ,'_0•• STEEL OR 2-X4- CONC. COLLAR � AFTER PLACING FABRIC - FILTER FABRIC WOOD FRAME STONE SHALL BE NO. 4, WASHED STONE 6 THICK) i - ELEV. VARIES 1. I EXXON GTE 100E ( ) -— OR APPROVED EQUAL INDIt,ATED ON Pi.a,l" AS ----• SF----- SF ____ ! FLOW FOWLING THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR io NOTES' 1.) WIREF:NGE S' BE A MI!!. OF 32' IN WIDTH AND FOWLING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY +,4i. OF SIX LINE iVIRES MATH 12" SECTION A REQUIRE PERIODIC TOP DRESSING NTH ADDITIONAL STONE AND �f REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP tsox S I I..-.III ! _ — (T�l;IIl_fi111(.I� IIPafD1"7 SEDIMENT. • 2X4' FRAME T, ICA;_ -� - SETTLEMENT AREA 2' 00 6 BRICK MASONRY I cn 2_) FILTEF. `RiC SHALL MFL1 OR EXCEED 150 LBS- GRAB GRAVEL 4 1' FILTER F 1C OR PREFAB CONC. �' TENSI*� �iM-i?-16 82), ?90 PSI. BURST (A.S.T.M.- 'to 12- MIN. BURY I I MAINTAINED DURING 3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT y'>< nmD-22C:, �,4L) 70 ON COE E.O.S. TEST. CONSTRUCTION I PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE -� 1 DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS r t 6• 4" 3.) STEEL e'61' `_.AALL BE 5'-0' IN HEIGHT AND BE OF THE FLOW_� 1 -I 1 c� INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND �, 1' FLOW SELF-FASTEt;F�t TYPE _ CATCH BASIN BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT 1' MIN. 1'_6" SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER- �iI �� i / II COURSE. �I�+ / BURY FABRIC 12• MIN. 4.) WOOD ' ST SHALL BE MIN. OF 6' IN HEIGHT AND 3" TO 3000 PSI CONCRETE 4-IN U; I'. HARE FENCE SHALL BE FASTENED TO 10' MIN. THE STONE CHECK DAM SHOULD , II A WOLX)EN POST WITH NOT LESS THAN #9 WIRE BE CONSTRUCTED OF 12" RIP RAP 4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO f0ii _e0P STAPLES 1-1/2- iS.'" STONE WITH 1" GRAVEL ON THE PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. HpT ur (ATCH BASIN SECTION UPSTREAM SIDE OF THE FILTER. SECTI N B TYPICAL FABRIC FRAME SECTION A TOP FLUSH W/GRADE 5.) CONTRk)L SURFACE TO FIELD LOCATE As NECEsr�?Y r� CONTRUL SURFACE EROSION. SECTION 0 TEMPORARY ROCK DAM TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAIL AT INLETS DROP INLET DETAIL TEMPORARY SILT FENCE SEDIMENT BARRIER AT INLET NOT TO SCALE No SCALE NOT TO SCALE CONC. OVERFLOW WEIR ELEV. 30.0 3 0 h SEE SECTION JTE'D i IiE^ - .— RIP RAP 1 0'-0" OR PYROMAT 'I-= MARKED: SANITARY SEWER l IIIRM DRAIN _ 3 EMERGENCY OVERFLOW SEE SECTION ASOREQU RED ..... i EXTEND RIP-RAP 10' 3 „—i 1=,1,— I `I .�I—' TOP OF COVEIh 6" THICK W/ BEYOND END OF PIPE _� �- - !11T�� f =1�111= 1 28'0 0 DESIGN STORM ELEV. 6X6 WWM WITH FES i, v SEE NOTE 1 DETAIL— TOP OF BERM OVERFLOW WEr I _ _-�._ _ 25.0 PERMANENT POOL A 1/2" A NOT TO SCALE BOTTOM OF COVER SEE SITE PLAN FOR LOCATION _ _ _ —_ 2 0 — CMP SEE NOTE 2 2 "I i,_-%�-� �— TRASH SHELL h73.0 I -I j' SEE NOTE 3 DEWEY BROS, NO, MH-RCR-2001 al CMP EMBEDED I PLAN SAME SIZE k: OUTLET PIPE "-'- -ANCHOR SEE DETAIL BELOW 2'-1 1/4" ^ IS 0 . 5O RE 1'-11 3/4" N NOTES TAIL— OUTLET PIPE 1. 1"9 ® ELEV. 25 FOR POND A. 1'-11 1/2" r` `T TO SCALE 2"4 ® ELEV. 25 FOR POND B. 2. 36"0 OUTLET PIPE FOR POND A. --ANCHOR SEE DIET'.' r.`_LC . � T 1 — -s 48"0 OUTLET PIPE FOR POND B. 0 o 12'-0- NOTES: 3. 48"0 BARREL FOR POND A. 1 -10 7/8 - 1. RING & COVER CONTACT SURFACL', e" - 10• MIN 60"0 BARREL FOR POND B. SIZE RIP-RAP GROUvE END ON OUTLET SECTION 4 FILTER FABRIC IS INSTALLED SHALL B[E MACHINED SO A E ON FILTER FABRIC TON'AJE END ON INLET SECTION 2'-1/2" EVEN' REARING OF COVER ON RING. OR 10* MI . EMERGENCY OVERFLOW POND B - 2G.5 2'-9 1/4"5 UNDER ALL RIP-RAP. 2. MINWEIGHTS: -'-'---- - - 28.0 v 11M�Y STORAGE RING 190Ibs COVER 1?O Ibs 1 3 ft ,� _ 250 . PERMANENT POOL SECTION A—A I SLOPED SHELF W/ AQUATIC VEGETATION I BOTTOM OF BASIN MANHOLE COVER DETAIL 12' CRUSHED STONE BED NOT TO SCALE SECTION THROUGH POND 1* 10' PLAN DEMENSIONS BY MFG. TO SUIT PIPE DIP. C R:,:INFORCING BAR CR STEEL FABRIC �� I I I I 1'" THICK CRUSHES 7 --- S,NINE 2'-0" 2'-0" 2'-0" EXISTING 60" RCP SEC-nON i 3 CITY MH TOP � � � EE DETAIL A I�/ I \ EXISTING 36" RCP A REINFORCED CONCRETE PIPE I �I FLARED END SECTIONS 8-�" — — — -- " g" TINDALL G96-16T NOT TO SCALE $ - - I N V. 33.87 I -'�` I" � I N V 32.54 B STANDPIPE '-- — I NEW N ILF EXISTING 60" RCP I �� I r16"X4 00i A,36 \ 6 ! \\ t S r F', H.D. GALV I = t a 1-1/4" THR*0 ADAPTER I o d � / I TIftiL.�At_L G96-8fsE? °0 r H.D. GALV I '� NFW 60" FES 5 8"0� CUT HOLES �. rn -- — �� TO PASS PAILS THRU I i I'RFADED ADAPTER TO _ _ _ PIPE ACCEPT THRb ROD H.D. GALV EXISTING 36" RCP / �3000 P — I - - OVALEYE ADAPTER -10" HELIX W/ I BAR PASSING S-6' THRU, H.D. GAL f �1-1/2" SOR SHAFT + L 4'-0" U A LEAD SECTION, H.D. GALV 10"HELIX 04 1 g" HELIX N O I-E: 1111 PIPE �` 1/2" SQL SHAFT LEAD STEPS SECTION A—A �— — — — O N NO "KNOCKOUTS" FOR 36" P V SECTION A - erg" HELIX ®��OF FTGD&GPIPE LOCATE PLAN PIPE. OPENS ARE TO CAST. +,,� CAR 0i f NOT TO SCALE SEE NOTE ON DETAIL C `��FESs/o"• `-y' 1 DETAIL CONNECTING INLET _- . NOTE: NOT TO SCALE � '•F�iV ANCHOR ASS+.AIEILY SHALL BE TENSION-ANCHOR 1®�`�R�'% °-'I' '°• � DETAIL B SYSTEM COMPC'NENTS BY A.B. CHANCE COMPANY _._ FILE NUMP B NOT TO SCALE OR APPROVE') EQUALUAL TO DEVELOP A MINIMUM a--h- RESISTANCE. OF 13.4 KIPS. DESIGNED BY: REVISIONS *465.02 DRB MILL CR C "iK APARTMENTS PHASE II DATE COMMENT DATE. DRAWN BY: DETAIL C JILL CENTURY/von D esen s 3 s7 i POND SLOPES 10/3/9. 1) ANCHOR DETAIL PROFILES QUALITY CONTROL.• CONSULTING ENGINEERS & PLANNERS CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA ANCHOR DETAIL NOT TO SCALE DRB 805 NORTH THIRD STREET + WILMINGTON, N.C. 28402 2) CONNECTING INLET DETAIL SCALE: PHONE:(910)763-0141 • FAX:(910)763-4188 SHEET NUMBER: NOT TO SCALE AS SHO • STORMWeATER EROSION CONTROL PROFILES C-2 32 206' IBM- 25 4- 1�� 00 206' FORE BAY FO RE BAY 761 6)) 147' 25 56' 43'-0" 10' MAX 9' 8' 91 10: MAX 24' MIN 12' 1 5 MIN ............ ........... OPTATIVE 3( 30] ........ ........... .............. .......................... ...... ............... .............. i GE TI VE i VEG 301 1 i� ............... - ------- ...... ............... t ........... C�D .36 AR A_ AkEA .......... ..................... .......................... ............. 2 9 ........... .. ................................... ........................... .. ........................ ........................ .... i FOR BAY QrSIGN STORM. ELEV. i IT ........................... .......... ...... 28t 3 t .................... ........... . ............. 4 ........... ................. ............................................. .... .................................. ........... ........................ .............. ............ 91? 271 ..... .......... ...........................---- ................................. ........... �. ......................................... ........ ............. 26i t � t L 907,11M F P RM NE T POOL __..- M.�?11 1 1 1 1.—.............................................................. ............................... 2 .................... ................ 6 2 5 . .......... 6. 'EET!EXI : t t- -- .111111111111111.............. . ..................... .......................... ................ ............. .. .. ..... -------- ...................... ...... 27 6 241 i GR DE I t t . ................ ........ .......... L........... ................. .................................... ............ .... ........... ..................-........................... ....... ............ 231 -1.1................... ............. .......... ............. .. ............ ................. --------- ...... t 22 ............ ........... - ........................ ...........- .......... ------- ..................... 221, ............... . .............. ............ ............. L ................... .......... ...... ............................................................................... ............... ...................................... ......... ................................1 t 1-111,........................ 21 ................... ... ..................... ................................. ............ . i..................... .................................. .......... .................................................................................................. --------- ................ t PERMAN ENT POOL 20 . .................... .................................................................. ............ ............... ........................... ............... ..................... ............. ......................... ......... ............................................................... ....................... 19 ................................................ .......... .............. ............... ................ ............ . ..................................-- PERMANEN-r POOL I -................... ........... ........... ........... 18 - t :........................ .............................................. ................. 17 ................... ............................................................................. Rn OF I:P()N ---....................... ......... ......- ....................................... ............ ..................................................... ........................ ............ ...... ....... ............. ................................ ......- ................. ..............I POND A 1 0 'el u` 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FOREB�Y POND B PROFILE POND B 4'-\ 10, MAX 1 9' 1 -12' 23 12 9' 1 5 MIN 1 15' 9' 10, 21' 20' MINt VE HORITZONTAL SCALE 1 " I I 3n i V�GET TV VE�L I At t 3 i --CALF 1 t VERTICAL 0 291 t IL 281 i t 97 , 271 1 27Z i t i 271 i t lit 2 L 25 N25 25: It EXIST 24; it UK NUL I t 21-- FDROFILE A__� t T 1 FE 2 1. \L 22t OV 21 20;i 1 t it i t 1 9 18 t i 30 QU if)F �QN6 .30 TOP OF BANK 17: 29 -7 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 TOP OF VEGETATIVE AREA— 27 28 DESIGN STO RM ELEV. --------------------------------------------- ------ ----- 25 —BOTTOM OF VEGETAYIV AREA & PERMANENT POOL PROFILE - POND A // o HORITZONTAL SCALE 1 " 20' VERTICAL SCALE 1 4 -- --------- 30 30 TOP OF BANK ................. .................... ....................... ............... ....... __29 DESIGN STORM ELEV. 7 TOP OF VEGETATIVE AREA .......................................................... ........................... .............. ........................... 26 —BOTTOM OF VEGETATIVE A & PERMANENT POOL 25 1 F .......... ................ ! w I F_=1 I _j SEE PROFILE ABOVE z III= UJ III IEI 1 2 � 0 bi M I t > LL_ III < 1 0III / CD� Z_ III-III III=III= �(D 11 11 \ le / —11 Ed I p CIII , 0 t Lij EEI I FE1 I FE1 I IE1 I IIIt 9 FE1 I I `2 =111EII1=111 ot =1 I FE1 I 1E El i 1=1 I I Fd I F1 I 1A I 1= I IE1 I k_�i I 1=111 III -A Z HEI I 1=1 I 0 =111EIIIEE111=11 =1 I 1E1 I FE1 I I 0 "� `��, � I I � =1 I I— —III—III—III—I — � o, -- I I-I-1 I I—I I I�I I I_I 11=i V_S S/ ROMAT SEE DETAIL SHT C- 413 4 L 'p . 8948 I N P 0 N B SCALE GRAPHIC S PYROMAT SEE DETAIL SHT C- 413 20 0 10 20 40 1 80 REVISIONS FILE NUMBER: 4465.02 DESIGNED BY: DATE COMMENT DATE:- 9�29/97 DRB IN FEET 10/20/97 1. RESIZING OF POND A DRAWN BY: MILL CREfIX APARTMENTS PHASE 11 POND POND A 1 inch 20 ft. JLL CENTURY/von oesen i, 7 QUALITY CONTROL: CONSULTING ENGINEERS & PLANNERS CITY OF WILMIN."'TON, NEW HANOVER COUNTY, NORTH CAROLINA DETAILS DR13 805 NORTH THIRD STREET * WILMINGTON, N.C. 28402 SFIEET NUkABER: SCALE- PHONE.(910)763-0141 FAX-(910)763-41M TA /2 1"=50' STORMWf*JhTER & EROSION CONTROL OF -71 ACCELERATION - DECELERATION & TURNING LANES —77 / _ 0" RANDALL PARKWAY --' ---- _ -- _ 165'-6„ 0. 140'-0" 151'-0" - _ f• - I _ II r i o lL _ I i DECELE - - _. -- ._... ... _ ON L .-,._. RA TION LANE ---- ..._._ R A I E DEC �.�.,- -- . — — — CCELERATION LANE .:—.., ,_. l. .� :- "�''-' .. • . { { L, Lf -_+ # C - — - - - — - - - - - - - I ___ I I .... — — -- —.. .—........ SPILLWAY INV 30.54 —,_._.._.._ —._...., 15* RC INV 4.54 - _ DRAINAGE z ( DRAINAGE EASEMENT TO EXTEND 5' _._ ---- _ cl FROM BLDGS 80• RCP - _5 & 7 _-- .t INV IN 23.91 _ I �` — PUOIC J ASP6'::(12-0 =" EWAY__-- I Rand&U P61rkw4y �oA I N- P � ER " - - G ' \ i i' i i' - _ _ i ASPHALT r I _ +i, DECELERATION DRIV _.EWAY S ' _ _... ... - - _;__' -- -" p,T10N �-AN ''_ = -•/ :�� ` \ ATION LANE = I I Ot ✓- = / \ �S ® r�` J _ - E 3 --_ 7- — ACCELERATION iR - I\ _. -- t i r _.___, . - Ix ' U TREATED 4x4 \ ,'.i AL I IN THIS AREA �`'�r, ` { INVE)O OUTe25.997 l '+ I''i r ! ' FCI�r CREEK ,C? / // ?r'I )` U �. ' - ` �`\ ,,/f ` . ,. TOP OF N ti , M 1NTENANCE te)0) �' i �l'r1j v t ` - II \ �` / -' WALL j r I / �o cx .� T / 2s o � Is ff x^ ' f - • J ! r t , f i 1 % i 111 �. S,UU 2 "E.- f l ' I (. �co \`S C� i% Y' !- _ - 2 { I r _ I _ I ACCESS � ! � ', , ? I ,, moo. 2 / - ' r C , ` � ' L♦ PUBLIC k 8,3 -4i1 ® CITY PARK r'(j�!i� '! ij �j f`= % � � '--�% J � I � 1 \ i rt rr� 'dt` L_ —_. _ - _..._.__ _ ... 3 r. 02.18 I R, —rL..- - , „ '. _,'Y_: l .,� % �� r/ i r.) •,ICJ , -- - / I J 31 Al Itlt� I I!I I •"Y�-_,• � ` ,. .:- ;' jit } + ,..1 .Ij19 dL : II 0 / i , t F REMOVE EXIST. ; I! , cLr!y ' 15 CULVERT , ul �J PYROMAT!SEE _ Iti , DETAIL SHT C 4B - ! �• \ I�J I ` - / �_ ,? �, � i �/ 1 C/� :•/�/ � �Ga- -- wt'y�s \� i // l ..� ` j � 1 —\i' 1 \ / � 3 -.V(/' \� \�r V)% +'1 --__f r''i�$+ 11 l / %` I' �'�! ., � C � ' + \ ' rry� .t I I , SPEED BUM 5" SP / P - i 1 _ -- �p r � - �� - , , •-_ ® > i - . I ( i � ..., _..._-tea. ..„�s•�.�,. ' I j 1 , r , \ 1 1.! L(J,..�.�1_) � ,l� _ _ �\ _ i- / '�� i • 9 r _ > „ , _ _ ..-_ ---SEED BUMP � � kt• � r -. ,, � `. 29— ,'mot ( + ' •, I .� _.._ _ _._.— �, ; \ 1 i y�/1._ 5',,433 a � 1 _ _ f i TOP OF BARRICADE — - ,_t 9, p � 1g i/ — �� \pp' u cJ DE _k— E1S 1 �\ 9�� C / ,� SEE SHT _. _._{ -�- 'i� 2 --'811 ! --� �' (43 � / '� S (�� v — SF AG E 12 C' - \� .. 0 g I G � S A(r+E r _ i n ?91 8i i S t S}, ' , i 29 FF 31 .0 T ' : O O C / / S' i g r;. -- — p — U - . _,) ,. - - - S D LIMP - _ _`_ / q, - 2 J INV. 2 5.0 ? / F \ —\ i I, t't • ,.,,- L r!f i well.129.O fti"� \ 30 1 •/ / t i�6', -_'- \` \ ._ 9 f ATRICK 36,0 / _ \ - — O PUB i AV + i —. c / / / .�. 6 R/w ' z__ —:. , ; t ` / � I%^ / (� - -- • ? — iCONC 'v. IVY,b, _""�� — it SEE DE '`, \ INV. .-0-__-_._ OUTLET PIPE - Zo ! - � - �i / E S — -- / t V SEE DETAIL 'i EXISTING BUILDING ' 3 I — l EXISTINGBUILDING BUILDI G I 48 o 5' 1NEIR \` - _ _ / / � 5' 0 ERFLOW WEIR FLOODW Y F i,/, r \ PONDIAL WALL 29.0 • City of Wilmington f ,i ,o m \ - \ I\Reservoir T22.0 !, • )[ \ \C / `- - '`• 15' OVERFLOW WEIR LEGEND -�•� "�--' I � -�-- � MODULAR RETAINING WALL _ - --- --- --- --- , -92 1 :� . : -E,-- < - s r,, c `-'', - - _ PYROMAT RETAINING l✓ / L :rr �./ i= I- �L, / NG WALL ": LIMIT OF 100-YEAR FLOOD PLAIN , Burn t Mill Creek 64,Z ree _°i>:� _:� ;'� --- _ . . _ LIMIT OF WETLANDS L.. LIMIT OF WETLAND IMPACTS � .i SIGNS 2" — - - — STOP SIGN PROPOSED CONTOURS - ._-- EXIST. CONTOURS STOP \\ BUMP SPEED RAISED WALKWAY It / DRIVEWAY DETAIL 2 RIGHT TURN ONLY / o, + \ / NOT TO SCALE LL` MIN. DRIVEWAY DIMENSIONS - 0.`'oQ��......�IJ,y, PATRICK AVE. ALSO SEE DEATIL SHT C-4A) ` I BUILDING 4`,2 ESS••• ' GRAPHIC SCALE 1 ° SEA L y. i' '�, 9-948 F ' 50 ° 25 50 too zao DESIGNED BY: DRB REVISIONS Fl►F Nu► g;,.4►4g .02 � h 1 inch 50 N ` DRAWN BY: MILL CREEK APARTMENTS PHASE II IN FEET DATE COMMENT DATE 9/20 f 97 � JLL CENTURY/von Oesen 8/I2/97 11) NEW PARKING/GARAGES- 50 it ti QUALITY CONTROL: CONSULTING ENGINEERS & PLANNERS GRADING CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA 9�0�°7 ') CONTOURS BEHIND eLDG 7 DRB � 805 NORTH THIRD STREET + WILMINGTON, N.C. 28402 SCALE. PHONE:(910)763-0141 r FAX:(910)783-4186 2) PATRM AVE. DRIVEWAY DETAIL PA� �p-50, GRADING & PAVING 10/3/97 1) DRAINAGE EASEMENT BLDS 5 do 7 SHEET NUMBER: C-3A CF 8 ACCELERATION - DECELERATION & TURNING LANES 42'-O" RANDALL PARKWAY I 165'-6" 5 '-0" 140'-0" 151'-0" N LPNE/ _ PCC> • I o pECELERA NINE DECELERATION LANE ACCELERATION LANE - : 1 1 ! 1 1 - I I to Z O -- iLLI m0 ® I SPILLWAY INV 30.54 n?;J('V. �4) r •. s r 15" RCP INV OUT 24.54 r 32 -._ - - - - - 60' RCP rr - 30 INV IN 23.91 rr -� _ _ 1 20, As i a.5 ;' -it 31 I I N-INSand(a) ��p�� ' ►h I- EWAY NE / / .- -.-' '.. TOP OFi�- AR RR Crl P }1. '-_' +30.71 VyALL 3 .0 VUD allk" _, -- ;_ 29 I , + II '0' .illl I i -.r- PAili�• r I1 I 1- ' / --` 30�7 _ _...27 A�S_f HI-A L�T - -- +30.57 _ �i 7 \' � DRI,\EWAYq ------ ---------- DECELERATION LANE r II 7-3,3 ACCELERATION -------------- 32 _ ! - - - - -- - - ( I 33 -.. D TREATED 4x4 ! ,% -��' %' ' - .\ `.\GP + 9.9 9 3 % /rq� __ - - +29,4 1 1 i �i �i l / �: iCr; + +' 8 D. IN THIS AREA 3 P 0 Exlsr. 36 RCP (t �` FOR` CREEK � + �n �O I \ \ G �J WALL 29.0 { 4: ; r ` TOP OF INV OUT 25.97 '�? {; / i '?j IIt 1\` 1 V U 1 5 pc \ / i Il I MAINTENANCE .+ , ' , Ii; ; `\ ACCESS + ` ! �jj +29.82 \ II \_ •� 31 7_ \ _ I 34 ii i � � � `.. / ,' ! ! � � +2,9.752 -(-- i iff.UC) / i !! i `� + 30. +29.7 30 70 _.,i _' t`-' _ -27 2$ I TM .xis U(J + 31.50`4 ' t -..__.-.- - 38T.31 I �. :jj• ;i, Q + 31 4 ' , ,! 3'v`U ��. +` _ / - �8'.S L PUBLIC ACCESS I `f , i I ` / �/ __ U 29 I I C9 , i' i _ 7 8' i : I II ,I, , •,,: . S CQ i•i III ` % + 30 �.-_ _-- �02. I ( Z �"-�i'O CITY PARK ( I t ` = f • '' ll / i ST i Q /� Q} {t , Jj ( I `� +30.-74 O / r.�r, / l l�I I �I 7 ( � \ l i ,ti �� w i" �--F� I I x f I'' Q 31 1� - - -- I.l�''`r'.. \� 1 •� i, �� ! ' '�`-'IG ' `� { r // � +30. \ +30. 1 ,1 //< +36.8 Val U 71 W+ f '1 v , , 32 5 l I -- / - J ; REMOVE EXIST. •t; , ;i _- - +3D.8 ' n + 7s FF 31 r � ' ,tom r�^ y 15" CULVERT i., i ' / L.1,.111 it 111� f• 3 +, 0.82 i'' \\ / / + 7 - PYRO ,,, •� l; - / ;' -' I t f , -=" i DETAIL' SWTE -4B / \ - r!I �I '"'' �� •} ��/ 0.25 i' /.\/ !• r 4> .�r ,;' P ' , i %' ;' I r ' _ ' I I �j 30.14, l/ \\.`•- _, +29 -. % `-Y' , r;-j / i' ,p,1 \ \ I 1 / / \I i t t'' _ , , - I I i" g � � � I �F 4: I I / 29.73 l?E / �_ ;' i t r.Q ! .� \\ �` v + ' 'i j \ Jt rl 31 _- ',';,aj,(I ^' ,i •1 *29. 4 r i ii j` RP R s.67 + + /' /J I _ „ ', fL.l r i ii" -_...� r l• , 30 r f€;li� F;i' ��' +29 76 +29.64 9. i' 2...6.U0 .56. Y. i'_ i' 9i g0 %Fit.. ,,, + / \ I -....__ _ +2 0.2 �9.5 29 •:{, 'lil I _ _ 2�7?i- 29 3S r \ �� 6 " � - _ i + - - +29.8 / 30.5 ( + + ! \ +29.45 TOPWAL OF+ 6 _--- \` + 6 /JK / p sV i S 5 29 0 + 29.0 -'' +2 / + �� j0 t 34 4 �f �_- 29.6 +2 .5 + 2 %; 9• +�29.0 j 1 f + 35.�6 l - - 95 i 28_- I {; , -_ - - - - - /�ti _� /, +29.84,. +29.79 i 1 ; 31'1 32 2 1 - ;; +29,'54 +29.71 0.5 3 `•- 94 + 35.56 i - 71 _ _ 0 0 1 - - - - N` + 9 7 -_- t2951 3 + .\ - ' FF 11 28 -•-._ _ C r + _ 3 . { / - 5 ' 1. LC, �� ?IT - - - i + 29.6 29.6 /, - /�, + 35 - it 1, 25 E.� t j i';t INV. 25.0 ,29 30�\ r j` i TOrS 0 \ t29 5 F % 29.83 Pq TRI CK WALL r29.0 + - - / / / / i- \ � + 30 A VENUE" ---�- \ __ i' `, 36"� 29..i \ 3 \ / / ---z�60' PUBLIC -i_�I l - , , E RIV WAY x 23 S�E DETAIL wI cr lr� a I' Z 9 6 .�_ r `\ ` INV. .-0 OUTLET PIPE - ._- i EXISTING BUILDING i B SEE DETAIL r / ILL I / � � � � I I + 29.3 S- X I T N I - ' BU ILD/NG i 5' WEIR RFLOWI 5' 0 OODWAY RIN POND G % or WALL 29.0 �X `.� City of , + �� \8 Wilmington , I - Reservoir L. s 21 C \O i r --_ _ 15' OVERFLOW WEIR � \ OOP .!---�24 ---- \ / LEGEND _ \ _ \.. MODULAR RETAINING WALL ---r1� 1. CURBED -•7---------- = - - - - - _ AN GUTTER, SEE DE D ROADS TO B _.__. :2'-)�',`" i, E3----.-- -` i r r'"I"�`�..\,\ ,_ . .. ." 15 _.... - - -_ '\-�- - - - ' - ?' �/ PYROMAT - f i / _ - RETAINING WALL D G R TAIL SHT C 4 B r r _ 20 \ l / - - LIMIT OF 100-YEAR FLOOD PLAIN �� 7� ':� a Mill - �� - Burn t ! -23 `,r.• L ; Creek k,.' LIMIT OF WETLANDS - - 20 ,y� :•\; 22 LIMIT OF WETLAND IMPACTS PROPOSED SED CONTOURS EXIST CONTOURS , \\\ _ SPEED BUMP/RAISED WALKWAY �7 z AL _ I ' \ •;o f E S S;�i.•• V•� O : .4 G: e ` SE �, L � : 9 \\ 8948v. r. I GRAPHIC SCALE ,� i •. � p R , 50 0 25 50 100 200 1' DESIGNED BY: \ i DRB REVISIONS FlLE NUMBER: 4465.02 IN FEET ) N ,`\ �� DRAWN J BY- MILL CREEK APARTMENT DATE COMMENT DATE: 8/21/97 GENTURY/von Desen S PHASE II GRADING 1 inch = 50 ft. 'o s QUALITY CONTROL: CONSULTING ENGINEERS & PLANNERS DRB 805 NORTH THIRD STREET . WILMINGTON, N.C. 28402 CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PAVING SCALE: PHONE:(910)763-0141 • FAX:(910)763-4186 '"-50' GRADING & PAVING SHEET NUMBER: ' C 3B OFi 8 0 w 00 m (V •— _j Q p ROAD ELEV. 0 m o p p RIGHT OF WAY m m m EXIST. GROUND ELEV. 6' 1 6' SHOULDER PAVEMENT = 22' SHOULDER _._-_.T-- --- .__....-' -' --'--.....r..... - ! -.-.*..__......._ t �...T-_.._.._—_..___.......__......_, .__............—.._ .._—_._._—..r......._....—'-' ....._..._.._..--'-----'---.._._r..._.._....—_._..._.._.__._..._...._.�..__._...._... - —....__._...._....__..............._._...._._...__.._.., ..._—. — ---._......._......_.---..._—_.—_...._ .......... _ t t { t i ----- - ___..._... -----..__- _ I i I I I ! l t t ! T --. �... -._...�.._.. _. I-2 ASPHALT : T ! tE �. ;..__......_._......_..._ _�_t _..---- s— .—.____._.... — - -—....._. __. _. _—_...- -..—_..._. _— _._._._ - __- 7 t t r I _._...._. _.___..}.. _..__.�_-. _._�___ __._.___ ._ -.. I i 1 4 PER FT. , -t I ' ! , t , ! jt I t I : ; ! 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I ROAD PROFILE FOR 50' SEE PLANK VARIES STD 2'-6" 1/2" EXP. JT. 6„ CURB & GUTTER 4" 2" WHEELCHAIR RAMP 9 1'-9" 4" WIDE PAINT STRIPES, YELLOW, DEPRESSED CURB 2 UNIFORM COATES,APPLY TO CLEAN, SECTION A—A DRY BITUM. CONC. SURFACE COMPLETELY CONCEALING PAVEMENT. PAINT TO CONFORM TO FEDERAL SPEC. TT-P-115-E sr' `oa 3 . . . . . . . . STANDARD NC DOT SIGN #R7-8 SEE ENLARGEMENT AT RIGHT W W f / SLOPE VARIES W W T CURB &W GUTTER W �� !/ ,/• . • - 1:2 MAX. STANDARD NC DOT SIGN L CONIC 12" WALK #R7-8A SEE ENLARGEMENT AT RIGHT RESERVED 4" WIDE PAINT STRIPS PARKING WHITE, 2 UNIFORM COATS, APPLY TO „ � n N SEC CLEAN, DRY BITUM TION SLOPED CURB r� 60 IF MTD ON BLDG OR CONC. SURFACE POST BEHIND SIDEWALK WHITE SYMBOL ON COMPLETELY CONCEALING BLUE BACKGROUND THE PAVEMENT. CURB TRANSITION 2 1/2" GALV. 484" MIN IF PEDESTRIAN BACKGROUND & BORDER WHITE GREEN O PAINT TO CONFORM WHEELCHAIR RAMP DETAILS STEEL POST PATH FROM CAR R I TO FEDERAL SPEC. WALK PASSES BY OR 00 TT-P-1 -E. �� UNDER THE SIGN MAXIMUM Q, PENALTY $100 - GREEN GS -LEGEND AN R - - - - BACKGROUND WHITE; I I ! '------� i 1----III- � ----- -=- -- - ! -- 6„ III - �� 1 SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE ! 12 2. CONTRACTION JOINTS (CJ), SPACE SAME AS SIDEWALK WIDTH. 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS N PAVEMENT WITH NO CURB. L 5. 1/2" EXPANSION JOINT (EJ) REQ'D AT 30' MAX., AT SIDEWALK I' JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN. 10" � CONC. {' CURB h 30' MAX. SPACING 5' WIDE ON RANDALL PARKWAY w o >U ° U .° ° eL� °U c) 4' WIDE INSIDE SUBDIVISION EJ PLAN—TYPICAL SIDEWALK 6" CURB &GUTTER J SLOPE WALK HANDICAPPED PARKING SIGN & POST 1/8" R. TOOLED JOINT 1/4" X 1" DEEP WITH AN 1/8" MIN PER FT. 1/2 EXPANSION 1/8" R. TOOLED JOINT _ Z AWAY FROM BLDG. NOT TO SCALE - _ JOI T MAT'L UNLESS NOTED OTHERWISE `' :� ;:: ��'_,r' , �:' :' 00 1/4: MIN. DROP PAINT STRIPE DETAIL EJ- AT DOORS NOT TO SCALE j EXPENSION JOINT CONTRACTION JOINT BLDG.-STRUCTURE i (EJ) (CJ) SIDEWALK JOINT DETAILS NO SCALE A - - (.._.--------- --- -- --- - wK _ - PRIVATE DRIVEWAW .. - ---------- SIDEWALK 'r-- ------------------------- w SECTION SIDEWALK OR EXPANSION JOINT 1/2' SIDEWALK AREA u-) I I PLAZA DRIVEWAY APRON PLAZA 2'-0" 40-0" 6" AS REQ'D. 6" 6„ FACE OF CURB FACE OF CURB 6. OJ EXPANSION JOINT 1/2" 3" R 3' R 2" E - / R BATTER 1"IN 6" -NEW TYPE 1 2 = y� CURB I W BITUM CONC. SURFACE T.C.1O BATTER 1 IN 6 1 $" I of RETURN SLOPE 2" F 2" ! 3.000 P.S.I. •GONG.R • . . . T.P. SLOPE 1/ PER FT. r` O 3,000 P.S.I. CONC. (o G� SPEED BUMP CRUSHED - 5'(1.5m)MIN. RESIDENTIAL p �p i N STONE BASE 3 I 2'-6" STATE HIGHWAY _ 6" STATE o r I 2'-O ALL OTHERS AY _I 13'(4.Om)MIN. OTHER TRIANGLE 50' TAPER � � gb� 2'-0" ALL OTHERS ^R T EXPANSION JOINT 1/2 (R EQUIRED REQUIRED FOR W LESS THAN 26') NORMAL GUTTER PITCHED GUTTER A LAN f I R/W S 4 -___R/W ;\f�ti�� PAVEMENT VARIABLE 70 COMPACTED FINISH PLAZA GRADE 5'-O" R / BACK FILL CURB AND GUTTER DETAIL 1'-6" 3'-0" N 1 4 PER 1 ASPHALT PAVEMENT 1 4" PER 1'-O" I - US HWY NOTES FOR CURB AND_ GUTTER: } FOR STATE HWY. REPAIR: 2" SURFACE & 6'(HB OR BINDER) 1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS • EXISTING ROAD '''` '_: ''• � ANSION JOINT I " " SECTION A-A FOR STREET & DRIVEWAYS: 2 SURFACE & 4 BASE (ABC) 2. 1/2" EXPANSION JOINTS SHALL BE PROVIDE AT INTERVALS VARIABLE 12' MIN. SPEED BUMP/WALKWAY DETAIL PAVEMENT REPAIR DETAIL NOT TO EXCEED 50 FEET, AT THE ENDS AND MID-POINT TYPICAL ROAD CONNECTION of RETURNS, AND AT ANY POINT WHERE THE NEW CURB AND 6" '8" ` 6" CONC. I DRIVEWAY DETAIL NO SCALE NO TO SCALE NOT TO SCALE GUTTER ABUTS OTHER CONCRETE STRUCTURES. NO SCALE tutor 3. 5' TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL ytltitt ►ty • :� • •, ` GUTTER AND PITCHED GUTTER UNLESS OTHERWR,-F NOTED SECTION B—B" ON THE PAVING PLANS "•••...... 14; t . Q • ;a SE t. L r 8948 C • DESIGNED BY: DRB REVISIONS FlLE NUMBER: 4465.0 MILL CREEK APARTMENTS PHASE II DATE GOIAMENT DATE $,21,97 DRAWN BY: JLL CE�j'I'jJj�/von Desen °UNUTM CONTROL, CONSULTING ENGINEERS & PLANNERS DETAILS DRB 805 NORTH THIRD STREET . NALMINGTON, N.C. 28402 CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLiNA SCALE* PHONE:(910)783-0141 s FAX:(910)783-4188 '"-50� GRADING & PAVING DETAILS SHEET NUMBER: C-4A OF8 1 I „ . " ' - 4 0 1 _ - 4' CONCRETE SIDEWALK 4' CONCRETE SIDEWALK cn ' - =-� i 1:=——1 i— I I -� 1==_:d 2 ASP 1 ALT 2" ASPHALT SLOPE 1/4" PER 1' 4 1 SLOPE 1/4" PER 1' —I _ i f 4" MARL BASE 1 1' 4" MARL BASE MARLBORO STREET ENTRANCE CROSS- SECTION UDRT CURBING - ALTERNATE BID NOT TO SCALE REINFORCE W/ #3 REBAR CONTINUOUS W/ BENT #3 TIES 1-1/2" LONG, E EACH EVERY 10', SAW CUT JOINT EVERY 10'. TREATED 6x6x6' LONG, BURIED 3 1/2', SPACED EVERY 6', BELVELED TOP 0 TREATED 6x6 W/ BEVELED EDGE I ' I i I l 3/4704" HD GALV. BOLT W/ WASHERS COUNTERSUNK I I I I : I 1 ICI STONE COPING VEHICLE BARRIER UNIT (APPDX. 12") x. __ ... -- —T - ? ------ � - ( (:�� ? i NOT TO SCALE D ! ' EROSION MAT AND SOIL FILL I --' — '—_ GRANULAR FILL :: ! ' _ — — _ -I ' —_-- — ? GEOGRID REINFORCEMENT I 1 , i ..I I !:LI LI I I I I - - I i? - - i� I i s ? I i 11 = �� _ 1— =i i?— III II ;?I. :III !,I!-�li X PROVIDE TWO LAYERS i t t ii'=s i _ _— — _�I __j I I — ANCHOR PATTERN 111- I I. ..�I -ill !: i_� a . . . ;. •. : � I i i ? !i — _ — i I ` !II , E-1►1=`I �=i i t I I I - I I ,I EII _ — — -— --- — � (s— ibo II - - FILTER CLOTH I I I, L' I—+t q I I== _GRANULAR FILL'• --- i- ---•- --- —per?-1 I WEEPING TILE l I I ` ! ! i` MAX SLOPE777 2 i I ut EXIST. GRADE _....._.-. I t i SUITABLE B EAN ? i — __ �,-- -- I --- MIN. LOAD BEARING CAPACITY: ,; —;t s �E i ? —IS 2,000 PSF. iE_� '`'--.f�i t—�-? i !', ��j+' ? s s , � '1 =11 =�i i��"s'•�I�?—E I `-�-•�-s ? I : ,�— i i I i � I i ? —a s 1— s i ivy,;=_ ,,�--- -,!• —--y—.��,, �� --—i s 1— —'!i'-: i { y i _'__ ? ;,. I si'I'i i i s._. ?, ,;I� its-I �I IIi� ° ?i,• ; COMPACTED GRANULAR FOOTING MODULAR RETAINING WALL DETAIL - PYROMAT NOT TO SCALE NOT TO SCALE r'4 V I Cap re Zs a P. SEAL q's 04 i i� `.ei:% G IN�`; '`X, li DESIGNED 8Y: REVISIONS RLE NUMBER: 4465.0 DRAWN B B MILL CREEK APARTMENTS PHASE II DATE Lif• COMMENT• DATE $/21/97 ALL CENTURY/von Oesen _ _ 6o DETAILS QUALITY CONTROL DRB CONSULTING ENGINEERS & PLANNERS CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA 805 NORTH THIRD STREET • W ILMINGTON, N.C. 28402 SCALE: PHONE(910)763-0141 s FAX(910)763-4186 SHEET NUMBER: "=50' GRADING & PAVING DETAILS C-413