The URL can be used to link to this page

Home My WebLink About20130548 Ver 1_Site Plan_20130813T0: One Exel iaj i9e Plaza, Suite 400 We Are Sending You: t r a n s m i t t a DATE: 08/13/13 JOB #: 12 -0099 ATTENTION: Beverly Strickland RE: New Hope Development — Lot 2 Mass Grading Transaction # 369089 COPIES DATE + ST. LOUIS ST. CHARLES DALLAS COLE Design Group, Inc. Power House at Union Station 1520 S. Fifth Street 6175 Main Street 401 S. 18th Street Suite 200 Suite 307 Suite 367 SC Louis, M0 63103 St Charles, M0 63303 Frisco, TX 75034 314.984.9887 m 636.978.7508 td 972.624.6000 M T0: One Exel iaj i9e Plaza, Suite 400 We Are Sending You: t r a n s m i t t a DATE: 08/13/13 JOB #: 12 -0099 ATTENTION: Beverly Strickland RE: New Hope Development — Lot 2 Mass Grading Transaction # 369089 COPIES DATE NO. DESCRIPTION 1 08/13/13 3rd Mass Grading Submittal (TIFF -Full Set) 1 08/13/13 2nd City Submittal TIFF -Full Set These Are Transmitted As Checked Below: ❑ Approval ❑ For Review ® For Your Use and Comment Via: ❑ Courier ❑ Mail ❑ Other ❑ Pick Up ® Other Remarks: Enclosed, please find copies of the 3rd Mass Grading Submittal and the 2nd Citv Submittal in TIFF format. Copy To: File J��040 Eric Morff, P.E., LEED AP BD +C® CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE VI CL U U) m 0 F_ po C-) 0 Q Sm. (L 0 z Ln Go C'4 L0 ,, N C-4 Woo ai I C'4 0 C14 V) Oo 0; 0 c U, C;i M < LLJ L;j vm) .... .......... . ..... _... — . ... ......... . .......... ..... . . .... . . . ....... .......... ...... LOT 3 IR NEW HOPE DEVELOPMENT ... .......... . .. . .. ....... 17.257 ACRES 421)0 -GLOBAL ST. U U: 1RP7 :BULK RIBUTION .......... .......... LOT 4 NEW HOPE DEVELOPMENT A'Zr, Ar%DCC 46" t ft <1\ it % It NNN "N A, /N 'N' 'N t ;/Nit )fi it ft 40' ol 40' 80' SCALE: 1" = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. FLOODPLAIN PER FLOOD INSURANCE RATE MAP NUMBER 3720172400J WITH AN EFFECTIVE DATE OF MAY 2, 2006 Am�/n u 11 RIF it ....... . . .............. '05 4201 GLOBAL ST. .7, . . ........ . ..... "Jo • v -_w ZONING: I loo'o-l" 4. . .. ............ . EX. NIN r N ................... 60- INV Qr IF r 0- "oo J, RCP _�wou -"lEA.P. 0 NN, 'N t' NN, _t, 'h CIV ��'or `N N, y 119435 7:z' CID 60" INV 7 . ....... ... _A7 10&5j, . ...... . .... N, Nzz- .......... .... 47bL lir N, I N op'/zl NNN N, NK it ry 'JI YT 2 .04' V A- if -cp vv Nt N M . ....... . . ....... . . ........ . . . . . ....... 08.85 I N/ J E 208.80 ti it "9 .. . . . ..... ....... ........ -yet 192 j io, .... . ...... . . 190 . . . . ........ . .. 7-1--l' . . . . ...... N' A .......... LT LOT 1 i. G N CITY OF RALEIGH WI DERS GC N - ------ - . . . ..... . . ...... 'Y . .......... 195 . ... . .... - - -- -- ------ - ---- -- ENT t) Zz" . ..... . .. . . ...... . . .... . .... . . . ...... ........ . . . ........ . . . . . ...... ..... . .... .... . ........ . ... . .. . ...... .......... .......... .. . ..... N%, zz . ... . ZONING: IND ...... . .... - ......... ..... . . . . ..... . . ....... ... ............. 1 290#. ' 6 LANDFILL Ryl�ok'Nf / , 1 10 If. ..... ......... ........ 7 ........ ........ ......... ......... ......... ......... ... . .. .... . .... --- - -- . ... ......... ... .......... . . ..... ... 7 EX. USE: VACANT Zz 11 -,--: ... . . ...... . ..... .... .......... .............. . . . ...... . ... .... - — ------- - ---- — --- . . . . .......... .. . . . ..... ...... . Z7 . ..... .. ........ __—Z" . . . . ....... .... . ..... .......... . ..... . . .... - — ------- ......... . .. .......... .......... . . ...... ......... ... . .......... .......... t N, . . . ....... . .... ..... . . ..... C _... - . . ..... '?cp . . ....... . NI . ....... ... .......... .......... .... ......... . . .......... ...... . ... ..... . . ..... .... . .. ... :: . RIM 215 - ------ 77 __ . . .... NN IV 203. NN, N IN tic NNN• .......... . ..... NNN N w - f/l ft IN, 19, N N, INN, N . ... .... - NN . ......... 'N i -210 N NN f It . . .... If m. N, E.I.P. \ \ w 2!y NN . . . .......... .......... .... N\ N 7- it it ............. LOT 4 t CT A / I - , " "' 1 NE I ", \ '��\ o" N it N, f: co T N, 4204 GLOBAL . .. . . ...... :N . ...... ..... . . ..... 2 L ST, . . . ..... .......... ..... . HOPE DEVELOPM tt 'c'v 0 it s - - ----- ... . ......... ......... ......... ......... .......... ........ . I �2 / / 0 0.07 1 ... . . ..... N 0 7 2 C) 7 f cr- . .......... .......... .......... . . ........ ..... . .. "I — 1, 1 , \ \ , '�? ! it j I I ' 0 A ZONING: IND-11 / / /' / ' 1 /" x I" if\ EX. USE: VACANT '/S k, RIM -'211.4 ......... . .... - — --------- ..... . . ...... I v < "E) 2! 4, . ..... ZE,z if k I if Ld L'i V 7/ . .......... . ..... . . . ..... NI 1 11 11 �% 'N V (W Liji NN 21 N I ') LIJ, • '215 LOT 2 I I L� It 27 "I NEW HOPE DEVELOPMENT . ..... . .. It 215 X 433 ACRES /ji r �' if?, _" PIN 1723991457- lz Itc) L= /176 4 N,' J Pmt R �65: °^.." N" . . .. ..... . . ...... .... - -4205_'GLOBAL ST. S EL 0 > J USE j, n lo VACANT D 27 46 ZONING: IND . ....... t NN 11 "'N7 Ill 2' "W Ln CH7;;l 7511 Y., 0 PROP. USE: WAREHOUSE t 1, m.w . .. . . ........ "" . ... ........ .......... ... . .. . .......... . . ...... . . ...... . ..... ... tt , f __220 I C\14 t f 11 r1l . .... .... . . ......... N . ....... — -221 /W E.I.P. .......... if if 00 2 _pz It *(D 00 . .. . ...... . ... .......... . . .... . /' -, -1,11 NNi 11 % \ \ I ' " if f --d f 1 1 , 1 •11. N ......... . . ........ . . ... . ..... .... .......... . .... 20' BUILDING SETBACK AGGREGATE)/* WENT — — — — — — — — — — /_ __ — — — — — — — \' I— — .,.— '1(1�07 %' I , 1-7 / , 7 ASPHALT ff'- I JE' - - — - ------ I E— -------- 7�ut— 7- W� E PAVE � I / ____l t _l/uE U-bE .... . ..... . ..... _UE UE—UE :-7' -,j U. U, — ------ u . ..... .10 'N' E.I.P -E E, uE 77 U E : . ......... _7. E.I-P up O'L .... ... .... . . . . ........ 1. 90 . ..... . .. . . ....... 9* LOT 202 N85*05"! 9"W ... . .. . ...... ... . ...... EAST PARK LOT 203 . . ....... .... . ...... EAST PARK .... . ...... 64 BYBASS NORTH wart 4210 GLOBAL ST. .41 64 BYBASS NORTH . . ....... IN 0 4211 GLOBAL ST. ZONING: IND-1 0 c*4 EX. USE: VACANT ZONING: IND-1 EX. USE: WtmuuSt 2 Iii ;Z Lo 0 CC) 4 r- M (L I pr) D 0- O g a °o I ~ N N pj O Q I N o N N o pj O � . / c m p N M a' M W H Q =v)) O LOT 3 �.. ... m NEW HOPE DEVELOPMENT 17.257 ACRES 4200 GLOBAL ST. ONING:INII' 1— BULK DISTRIBUTI( AREHOUSE EX. 5' LOT 4 / NEW HOPE DEVELOPMENT / 4204 GLOBAL ST. ZONING: IND -1 I EX. USE: VACANT ' n Uell le Vmll � I L =176 94' h R =�65' DE A= 2T46'29" mw CH= 175.21' N71'12'6� I I "� LOT 202 EAST PARK 64 BYBASS NORTH 4210 GLOBAL ST. ZONING: IND -1 EX. USE: VACANT w. w.rr w Xy EX. 5' 7 l / v IRF N : Z n// 5 / r \ v \ / 11 N 26'LAI n \ / r \ P r� N22 5.2 w. '4g�48 ",. -SIGHT E TRIANGLE / C uk. uz to vvmmLnvwL LOT 4 NEW HOPE DEVELOPMENT 8.035 ACRES 4201 GLOBAL ST. ZONING: EX. USE:-, N04 _ N21'43 47 "E ....... m / yW buv 1 1 3b W 40' 0' 40' 80' SCALE: 1 " = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE 4. NO OBSTRUCTIONS ARE ALLOWED BETWEEN TWO (2) FEET AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION WITHIN THE SIGHT TRIANGLES. 5. ALL CONSTRUCTION IN THE RIGHT —OF —WAY SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. n \ r rc N � r n N n w: rn i r w w rr rr , _. r� rr yr vn � ,,LS"'`N � \ llo� All N n w r. j r r rr r w \M M � p \\ \ / \ n r r �HVN \ \ v\ v my r v �+Y CP 000 v P w w y rrrr. 8 D50 RIP RAP \ � \ WITH FILTER FABRIC vary SURFACE SAND \ 1 \\\ FILTER 1 MANHOLE \ MOUNTABLE � LOT 1 CURB ALONG FIRE LANE CITY OF RALEIGH WILDERS GOVE OEM= V R48.0' 1 LANDFILL \ ZONING: IND -1 R28.0' N 1 EX. USE: VACANT _ ................. �� rn R4.5 0' 24.0 20.0' m 1 w 3—SPACES, '4 ',SPACES,- 9 LIGHT 135' -40 5 `5 540; DUTY 8 \ o ASPHALT \ Col I ® I TRASH (DETAIL? *10, 1 MPACTOR — 1 IEEE_ \ IG STAIRS, TYP. HANDICAP OFFICE TREE PRESERVATION (REF. ARCH PARKING SPACE \ I "° AREA PLANS) SIGN (TYP.) (2,200 SF) rp ' \IT \ nyry 1 c" r_ , N m . r °o O S:n o I o a cp z I 165.0' DROP w w N z rz CID VE t M I "r, INLET Lr TRANSFORME PAD 1 I ELISE )OP (SEE rn I 30' If 5, TYP.) � to n r � N= I I I 1 w rw 1 r n w M..• r....,rr r .N r... n fi ..r w. v.N r .v,. r .,r . r n n..� nw,. r .w w w r.N mr..,N ... .. r ,N wn .n „r w. m..., i UE UE U R48.0' r r rz .,"...... ,"....... i .. — — — — P CP /.n..... _ —. RETAINING) E.I.P. E.I. 6.5' MIN. WALL I I Y V O C. FL 2mc cn a c 0 L c 7 3 M C � M . c Q C N N � 0 C w : C W p 6 Mac W W H =o[ ) ] ) ) J i J J i C i LOT 3 NEW HOPE DEVELOPMENT 17.257 ACRES 4200 GLOBAL ST. (-,,ZONING: 'CNII' 1 b _BULK DISTRIBUTI( EX. 5' 7EWALK-\,/+Y' / DP,EWA / CIS " OF f TANDi al i7 / IRF EX. 5' IDEWALK � ff 1 132- � lr w� .I fs I / LOT 4 191 NEW HOPE DEVELOPMENT / ff 4204 GLOBAL ST. =r / iv ZONING: IND -1 I ' EX. USE: VACANT r lI I IV � iris / N� �Sl H TRIANGLE L =176 94' I tt / R =�65' M A —_ 27'46 29 I DRI*EWAY PER N71'12'0�4'"W CITY OF R;EIGH ANDA s R28.1 LOT 202 EAST PARK 64 BYBASS NORTH 4210 GLOBAL ST. ZONING: IND -1 EX. USE: VACANT / r \ / n \ �<1\ / r \ � w w, � N22 2 • SIGHT 46.48 ",E TRIANGLE C t1C. UJt: vvNRLnvwL LOT 4 NEW HOPE DEVELOPMENT 8.035 ACRES 4201 GLOBAL ST. ZONING: EX. USE:, v v,. 19.,4 „w • 6 2 10 a, `�•. DA 1 — N21'43 47 "E ....., rr � , ERENCE ONLY 40' 0' 40' 80' SCALE: 1 " = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE 4. NO OBSTRUCTIONS ARE ALLOWED BETWEEN TWO (2) FEET AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION WITHIN THE SIGHT TRIANGLES. 5. ALL CONSTRUCTION IN THE RIGHT —OF —WAY SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. \\ \\\ % 0_� A w r w rn \ n 1 �5 \ rrrr nr Niv” � r ry 5Ny~ j oor N r. j r r rrrr vn r Nv�sVS n M � 0000 �HVN rvF v my r v r N CID �i ... P ww � ti i rcrc �� 8" D50 RIP RAP w. ,rr.rr WITH FILTER FABRIC �.,N• SURFACE SAND \ rn 1 \ \ FILTER MANHOLE \ MOUNTABLE LOT 1 CURB ALONG FIRE LANE CITY OF RALEIGH WILDERS GOVE R48.0' LANDFILL \ ZONING: IND -1 R28.0' N EX. USE: VACANT rn R4.5 .0' � + � 24.0' w 3 SPACES 4 SPACES t LIGHT 13 —40 ASR 054 0 DUTY w �. ASPHALT \ \ I. rc TRASLi PA \ \ GM'PACTOR Ale w m m m r EL_: \ STOP (TYP 5 OO n MOWN N IG TREE ?RESERVATION HANDICAP OFFICE \ s AREA PARKING SPACE z SIGN (TYP.) (2,200 SF) rr ryn Ln N r v o n o I o AC*z n a z 165.0' 13 w w I y CID w Nw fy- �z DROP I "^ INLET m y TRANSFORME PAD ELISE �nP) 00 )OP (SEE I 3p' P 3, TYP.) 1-1 p c1± x" N s I I n w a r n .: : .............:...... 8n. w n w I rw r I 5 y r 1,. ,:w r.N. .n .: w w �E,rr = _A : wM r�_ n fi ..., ,. UE UE uFb R48.0' r Cm= Ij ............. i�.. — — — — P CID RETAINING E.I.P. WALL I I Y -, -1111111 ...... -- ......... - �11 ..... - - - ....... ....... � ....... . -11, .... I'll � ....... � ........ . - I'll .... � .. ........ - � .... -�11- - -'- ........... ... � .... .. . . .. .......... � - - - - � illll�-H-l- . PROP. GRADE,---4 MAX. 2:1 SLOPE I I PROP. WALL, HT. VARIES 2.0' MIN. PROP. ASPHALT - I I--- (PAVEMENT PROP. CONC. CURB li 11, 11, 11 I I - NEUSE RIVER --�, ,I 11 I I I I I IF ,I 11 lk I I 1 4,0. 1 1 1 1 BUFFER 11 ,I ,I � 11 � i � � 11, I. 11 "�� I I I I I I I I i � Ili 11 I I - � I I I I t 1 " ----, � � I I , I I 1, I 4 F I I 4 I I � I 1 . 11 - � F i 11 I q � $ � $ 1 11 -1- I � I 1, I I I I exu I ,I ; � 11 I 1, �� I F ,I i 4 1 1 li, 1-111, I I ,I � � 11 � I � ; � � � F \� I I I i R I 'il � 1� I I I I 1, I � 4 1 -.1 - - I �� ,,, ,I I 11 � � I - � I 11 - I / 11 ,I ,I � 4 1 q I F t 11 -\ ', � i ll� � ,�Z, , I I - i 11, 11 I � 11 11 11 X,. I 1� PROP. GRADE, ,I ,I 11 4 11 ll� - -' / � I F � ,� - ', 11 I IF MAX. 2:1 SLOPE-'�, 1. I I I F , I I i � $ 1 f 11 I � IF � h I I I 11 I I I ll� � I I � I . � � 11 11 / 11 . IF 11 11 $ 1 4 q 9 11 I "I i,, I li I Fli 11 I , I I I I i I I I . I , I � F 9 I � I � 11, 11 lk 'k 11 11 I IF I I ll� I I I I , I I I I li 11 �� I I I I I 4 . , $ i � �� 11 I 11 1� - , �A I I I I I I I I . I - , � I I I I 4 1, , I I I F - I �11 % 11 11 I / I 11 I � 1, IF , 1, , 1, F I I I . 11 I 11 4\ I I 11 i I 11 11 11 F 11, $ ll� I dl I li d, li� I ll� IF 11 11 1. / I I I I I 1� I F I I � - - -1 - I a I IF IF I 11 I 11 I 11 I 11 .1 11 FF �F, 11 I I I -- I I I I , IF JK N I 11 I I I I I I I I I � � ,I 11 'i, 11 , I EX. GRADE ,I 11 11 q I 1, 11 11 11 11 11 �i 11, I �� - . ,I 11 I � I I 11 . � I I 11 F 9 I I I , I I IF il 11 - 11 11 11 TYPICAL WALL SECTION I I I � I -- � ,- - 1- -- 1 1 F 1 SCALMN.T.S. � ",--n- , , -I.- I I I I F h - -112 Am Q , f � I I -.- ,.- - - - I � " I 40' 0. 40' 80, SCALE: 1" = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES \ I 1� , , \ , , 1-11 I ,11 141-111. li - ni- , \Q 1� 11 \ \ § " V \ . i li \ 11 X I I I . 4 � . \ 11 I I 4 , I I I t , \ \ 1 -� i� iF -F 11 I.-FF, - " --'I'll , -�- I 1�- I'll ,�l --1 -1 - IF I Fi � � ...... 11- � ...... 11 I 11 I - I. . 1,, �Fil 1� - 1%, I ` I - F, ..... � - � I "I�x �..rr 11 '1�1 - .... -- I - J, I 11 1 n1l --:�l , , , , ..... I /- - �� N \ I I I I , 11 11 -�-, 9 .il , 40�� Fl. � I ... ... �>��' -- I �� 1 'n, ,i � � \ - 114- 11 , 11. il I'll". --l- 1!i � , F, i� 11 � '-, -1 -S�,- - ...1- -�. I �.� I ,- . 11 Z F.1-1 li I 11 -- ... � "ol � , "' -, I - - \ q .1 .&F 11 --- .." 1.� 11 ��;�- � " I - f F I 11 - , 11 - 11 11 I idrll --1 � - , r � - - `-1- w... :- - - I - �- .. I I I , i \ I -111 14- 1 I � � - �%, �-- �- 11 I , , I . .......... t r", , I - ,.- "I A I , , Ff�Vi-� J, 11 I , I J A -,-' , -� � � - I 11 ,:., d, I I - F" �, � - , F, ,\ "I'll I - - 71--- -, � I I I 111:nh � - -1- I .-I ... .. I ,F � � - EnZ.- - -1-41 AN, 1 11 I x , g �r �l -.., --�e ,��FF " Z, J Y .... .. il \ -!,-.11l..Nll ......... " �l Fi, ��, -� �l - .., I �� -- F.- " ��e - F -.- I I i 11 11 � , 1� - ; ` ... t,'!--'��"ll 'xaill ImnhN fil 11 J 11 - �- Of � - &h-- 'r .... � Bw - IF --l., I,- - I I 11 - 111--l' , - 11 �F I 11 I •... -/�� 'F I 11 11 11 N�- I I -.1.1 � �l 11 i I I , \ I . �-.-- '-, � . � '�-�-��I�w A-11 .1 S, a �-- ,zl- Aff -- - -1 - I " ,I J � � ..w ""> �Fl �, - OF -ft. ,- �- - - - I'll, -- - . � -, '- --, I - � / I 11 I 11 � .+'.:+° - �d'- F /W ... . ... . ;i� . I .- --z 4- , �F - IF I .�--� I'll-EF I ffil VLI X - I- - ,�, 1� - 11, -07, I .��l I ,,,,, l' 11 .0 �� \, Z1. I n ,� �, - I I �l � I - �- �eFl 1� I �� 1. I ------- I -- '7� � ", - - - --1 - 1.1-, �l .�F 11 �� i 1-31 � - �-�' ... I 11 'ie , X-- il I - \ '\ -- -,�� . - " 1-1 , I-- 9 " - - ei �, ��,--F-,/ I .", Ann-,. r,,,,,,,,,, ,i: J. - N- -1111 "I ... "I'll" - ,�- ��,, -, I "::�:` - 11 11 �� - -- � j n " , - I � , \ "' �i4 - 1--` � - � , ,� ,-11 -- �--��::�, '-�,- -� � ".. - � 11 �l .0.0.0..,��- , 1.11-1 mm,...... 1� --�` F, p - �� ,��, i- �, �-A-',W, " J I ,low �, .1. -- - - �11 - �- � , , , -- -- \ i "', '�l I I I - I -,.. I - �ail ,,, F xn -.11 �.-- � , - I 1� i , , - , I -- I 11 -_ 11.1 " �� Z .�, - I , AM, " .1.1 I ri . A. . �l � I or"'.-F, -, � �dl ,� � -ei ol ..... � - -, -, -�� 1� ? i, F I - . 11 -� �ail �l I -1- -,-11 �__ ,,- -.:----, - 11 � ��w , , , - \ I IF . It 1. 'i- -�l -P . ....... � , � 1� - I'll �a � , � , - i . k ��< I 1, 4 1- il � w, .d- I '--F_, I f/ 11 V Aff -.- - - - � .1 'F1 ,�, I I.- �- , - - -1� 1.1- �A- - - ,� \, \, li 'n- I .......... ---, --. -11 ,I, I IF I ... �_ ". -1- `- I,- , , , , � ,-,-, �il t n�, aff ,g ... ft� , 7�-� - . - .1 - - 1-1.1". 11 - ,�, 'd, �, "e" �d- F, ,i I \ r% F11111 - � , y d �, , .1ol - - -�.ry'-- -1, ---, l.l-,;nl.l' � I I 11 . -- - -1 I e - - - 11 .1 I I .. I �-,-�� . . .... , - " � I . �-- - I -F -.- ,il, -� I " I � I I,- 11 'k IF I \ A 11 All" . - - - .1 -, .� w .,c,----. - � , I n- 1, -11. .... ... %'--- -,�. -- - �l -- I I ., � . . - -- J, , , i iF �l ., -1, I.:, - -�` - - - .1 - - �X. \ , 1�- 1�- 'n �- I,, - e " F` ,� , -,F�F-7 - - ---- I, -11 ... I'll, t A., 'n��! F Fi A 2A .1.1 1-11.- ,F4 -", �- 7n,.- 1��l - I - Al, - �l 'd, - I'll 1-� I �� -11- 11 \ 11 - -1.1 . ...... ,� , - -.1 7 - - I --.1 , -, , � '. - , - - d �ai' W- -&O - - `-- J �� % - I �-- �l � 11 I - , I.-F, Fi- -, , �wF ,i- , - �d 11 n- 11 \ 11 i 11 "". - � " , --2K-11, Fll .11, F7 " J. "ll" U%j ?n� -, 4"Ll.- - " . � - ii -- � - I � , - I 1 �"4 , i, ___ , . , , .- � F , , �y - ftft. � , , - �, , - , I -IF / , I " hy-, , '41 al 1A AF17 7 �-11.11 '. ... "i ------ -,,,,,,,f - ��.� , I- " ��d --.1111 �-x,dNni " � " V., M. - In . , . -- ,fl 11 . 'i 'i � 11 ....• , ,,, �, '11- I'll, . --I'll 11111i I '--� ff ,,,,, -', 1- '77" .. .... . . ... !7 -, ,Znin,� -� -.11 , , - g- --,.i� 7'*-J-,- ll�' - I 11, - -.1 , �Fl �y � � � 11 - , '. - i" .mw.... hy 11 " 0 \:� - il-� 1, - v%, - � � -111 -, -, - - - - �� 1-1- � rl tL "I I 1- in � � � - � , I F - A 1A " 11 --, ,� ". -, -, - - � �l 7 11 I .. '- ...- - , - I IF ,I OF -- .;,111111 a-,,� --� _7 -- - � '... �y - , - - - � 1�, -- -� I'll - 1 -.-x-1=.-, '�& .... � i " � e �^ 11 , .1 .. -11, - , I , %-l. n 11 , 1� I 1�:` -- -iM, - - -- � ,-,:�-� - �-�-:' ,-, A, -3-0 F ... � f I I f lw'-, -, ,, -.-- " '. ,- - - - �11, I 11 IF 11 , - , - - K. -'.. . . -1 - I , , , y �, - . .1- . ll--� , I -111-- ,� - : .:��'nl, I - A F-, .;- p F. ...- - - -- iiii� I � �l -- - , I � , -, I � 7 -,-�:- _ -n� ..ft ", -, -- ", - ,., I-- .0 I.-I.- - . . ...... -.1114-1-11T I - I Z , I'vPF." �,T'-" -- - ... X, �l `1- -- � I I \ F" 1- 1. � 1� - . .... . - 11 . I .1 el , 11 " '74 ,% -, � ... . - 111- 11 I -�-� FZ - . .... . . - - !:;;� � .... I _-, I I . I , � 1- I � I -... . - ... � - 1. - \ 11 - �, - ..-- - - 1-11 I -- - 11 ---- ' , , . ,_ I.-Ill." I � I - \ I I , , I F, , 'N" J`,% - ...".-- -, , , - 111.-. I-' `- 11 1� -- ,� �,,% ,,,, N � �- 1- � �,:, il I 11 - I F` "p. ---__ f ',,' d" A �, h , - -, -n� - - - ... � --- 1-1-- - . 7---. " i ... � 4 BUM- � I-- � I dl - ,- \,� -- 111-1 -� � \ 11 1. F �01 -- , , , ii � F, .1 �-,-Nl" / �.� - I -- - 1�- 1�- ,I 11 ll� 11 11 11. --' -- I , Zi� , �, , , --- .� 11"I �F,Fll�hll- I �l - - , - .- -- - -----:�� - , - _.,,, -_� ---. , � - , --- � -.1- � � �- I z,, . - - ,I 1, � . 11 � ,� -il�. Ff F` w F` ,,, F7 I e " d I , tit I .. " ,� � ..7 I - - I.- I -- - . - 1. 11 � - 11 �i ll.-�. --- -, , Y_._, --z-i-', I - --l' -11.1w, 11- - , . 11 11, It . - .1-- -- C�;�!�.11% - -,� ,,, -.::,-,- 4" � ,*--h- .... � ..... . - � 11 --- I'll 1. - - -- ,�'. � I I - �� 1-1 il "'ll te," / / --- -- "FF Tli .., - 1- ,_ _� - -=--, --"%� , _ -.1-11-1 .1 I - , \ � 1. , - "i " % , 11 li - 11 �% " � ... � -F , F` �, ,,, '. ff i� ,,,, , �. , _� : -- F. - � --l' 1- 17Z�F ... � F, -1- .- � - 11 - � 1,- � I 11 IF It I . I �Fl - 11 - - " i " -1- -.1 -. , , il 11 41 1 i ld'.10.1--j I " W ,��, 1� - , F � 1-1---iz -.1 . .............. -7 - li� - - . ... .. : - 11 - I- �< li % I ,I ol -- I 11 , , , , � -1,17 1 7- - - `- ,'--'!::- - ...... �- - - -, -, - Y -��, I I-- -- - 1- 1� I 11 I ,I ,I I I I 11 ,I 1. " -1,1.1 1-111 ........ 11 "-," I � i � i , , - il .11 ... . ...... �-_ " J. - . .... N. � --.-, - 1-1 - - ... - 1� I I'll �- , `1� I"--- \ 16% 11, ,I 11 I I I I IF A., -.� � ,,, I �l I'll. - -1- 1%, � I - � \ Y � I I �l I I I AL 11 11 -W , � 1� li� " � - -�., , -, � - " I -J!�,ir- "14 iiFF&W 11 A 11 IV_. 11 11 U-1 11 , , 1� 1, . ...... gVl Utn-,l- "`��-- �-- 1��- �� eP, ��- - - I 11 I-, . , - , -, -- I � ,> - I. -� I �, �i I " F, - � - - F 11 I " 't" ii I J - � - , - 11 ... - � " �� -� 1. - , , i- ---1 d" "l-, 1� 1 " � - � - � - ll-'i , , -- -11 11 - - I , ,, I , � --- ,F , , , I 1� 11 I'll I ---- - "' -- I %'i 1 - ... �- , -- I I I I , I � li-,- - - , f F , , /11 I - 111-- , - , , -�FF . .......... -1111111 � ...... I'll 11- ... � . ........ %, 11 , , ".. 4 11 41 11 I t AN, F7 F` 11 - - - I � - - X , , F �, , , I � . ......... ... % I ,11/ i , F w - 1, - -,- � 711�z�� 1 11 ,I , . 11 i - , , , - I - MAX. 2: f, i , 11 t q I , Fl �-- / � -<'11-1 � -11- - - - F ". t � I I I'll �-,- 1. I.-I � , ,I " ,I 1, � 1, ; I I � I � I � - � , - - � �-- -1�11-1 \ I � I I I - 11 i`mlF'l14lq79F- 11 .11, F, I J. cri--- � -- � 1��:-,-d � 4 1 ,I 11 "i 11 - . i I AvF" gaw''.. I � 0.1 , I .. - 1- q-� -- 1-- 11 1. - `-- � � ... . ... ... . - '�- 11- li" " SLOPE �. li, I � . " F I I'll 11 I I e- . - ll.F -1 Iff ICA; ll.--. -I.- -� .1 - ANK -�- " ,-- --1 .� 1. 1.1114 I F ill -11, ll ` F ` I F I f I i , P-4 � � -1 -.5, " - I I 11-11-11xy -9- B.- - - , � � 4 � , .. - - In, -1� '--, - ". �d�' 11, F 11 � , I ,I , � - 'I � F I i , I I 11 I rim .. 11 - - � - , �:-�� - `�Q:,- -.1 , - --��----�, .� 11 � I � I I I I I I I I , I - -.� - - ,---� �1- 11 li 1. I 4 1 � I i � I I I P 11 fil I'll - r'll- 11 � I � I . � .� - .., . 11.11, I 11 F I F I , I I ,I 1, � t i � � - 1�� . 11-FT, '1� �--� - " . ..... - i �l -- � , , , I I Y ", I Z" -� --o - 1<�,%- I -, --.,. - - �� . - - 11, v I . ,I ,, , , , -1- , , , , � - - - % I I I I ... � -1-1 - -F, '- . I . I I I I , 11- �, g ,, ,� � , g " , f I � . A., I � - r &1- F e " " y F " F I 1 , - ly, - % - I I - 14!111 1 ,,�l .� 1. -7., -� .... � 11 � - 11.11 F 9 -1 � I I f 11 il 11 .1 17 11 .11 -- -, -, - I IV -1. ne -, ...... - I �l FFFl I, - I", N ... � � � ;T V il I I 11 I I � I I . I I I f I 0 1 - 11 11 -1- 11 I , , I I I 1 f F I f f f .1 - - I I , � I I Y-v .1. -11, ... -.- -..- a, I 1� - - - - I-- � F/I -, , ..... � � ,I 11, � I � I I I , , , I I - i - .- -- 1, , - ... � I ...... -11 - -, I... 1-� � I � - 1, % t 11 11 I "I I , 4 � 4 i " ,�, , '41 e AV .1 em"', --1 - " �dl li I - I � - 0 � ,Mii - I I I I I I I I � q F � , , " A, Z '. , I Al -�% :-.- I �, - , I J, ,-� 1 . I I 4 � I I I I 11 , , , � , 4 - - - 11 � NF. li� � -, - I k I I k� I 'p, V! 2, I F 1� �- - . � ... �l ,�,� 1- i 1� I .11 - � I L " - ii '' , � , � , -, I , - - 11- -iF�l 11 - ` -1 I I I I I I I I I I , i 7 -- - - _FF J110Kj - I \ I I I I I I I I , , , , I I 019-1 w A i -- I -- /, , I � ... � E , I � ..... � F I f 11 �l I I 9 I - I �,,-lb, 1� ---- - 7 .1 -- N-� - - 1. ,I I �v � I r FF-j' cii i��& 42m , " 11 ,�.�d' �1�el / 11 11- "I" - --�ll -- - - -"- - ., I ... �- � I --- F , F"F �d � - ... �_, _� I " I I F I � f f ,� � � " F F/ � f "I'll'i'A, 4 W If A I �fflsl ,I ,- -- - � � , I I% �111 I'll. , � -. - - --� I .... .. ----, I 1,1, IF I I I I , 1 7 1 I - . I I 1� I 1".. I If .1 .-I , At �X5" ��l � , I � . -, 11 ..... - .... I , I � � F , ,, � f .1 11 i F � 11 , . , I - %, i, I I 11 k I I I , F ,I 11. 'i" ,F�`F .. ... . .. ��iF"��' 04" "F"\ .1 - " , `� �' " " - - ��l � I 1 1 8 .-.� �----- -,-��.'.'.S --->---,,,-- � ,,,, - -- -- � IF 11 4 11 I I I F f � - I I I I I I i K71 rVy! J - , "..'."""'.", \R,al 7 - . I - I , - 1. - I FF I I I I �� I I k � � 4 , ,, , - - I - I `l, t � ,I I I I I 1�,- I I I I I 7 I e 17 .1 17 .154111 I I'll .1 0.1 11" 1 4 ". -- ,I", -, ". I 5; I 11 11 - I -, 1, I I , � I � I - � I'll .1-11 , 71.0 ^ : - -� - - I - - --l", ... - 1� N ,I ,I 1. I I I , F I f F , , I , I I I I L '14 "I'll il ff 17 f IT", -�-- � , -1 , -- - - - 1. FL=1 89.9S" i,.- I �F , n- , -.1 I / " ,,, '', "IN41 11 .11 11 7 - . � I _-- --.I.:---- - - I � I /� - � 11 " , - i \ "Fl, , � I 1, � I � F I 11 I 11 11 f - � � I 11 - k ..... I I , / i " i F '-�' , -.,- I , I I y i I - ...... I ,---, I'll ..... � I ....... - I'll, .... � ...... �l A - - - - ill, I'll 11 St �l 11 .. I � . ............... , I , "I 11 11 " . - , I i k I � R " � , .1 - �l I 11 F, 11 11 - =-- I - , , I I I I I I F �f - '-- , I 1 7 W11 I V, il 11 .0.0 i� 1.� - I ............. x `-, A,T-1 - - . -� I - - - I I 1� - 1� 1. 1- -.A F . Z 1 $ � � � % ,I I , W" � ........ 11- �l .... - ... I f / F7 F` , �il, ,,, Ml F7 .1 il ; � I , � "I '�� ! I zzz�E I . � - I . I-- 47-- - I il I i ell"', 11 , � , , . - I ... � ... I / 11 I f I 11 f - , \, ...... � -11- .... . , -, - tsu � �- 11 I � h I � ----, � ..... - - - - I �,l ,.,.-.I �.-ll 11 , � � -1- ! �E��--,-� - � \1 I � p 9 ol , � -f- -` 71 W- . 11 I'll ZZ - "4 ml I � I Llul t � .... xxx I ........ - , "' 01, - --m � , m- � � i -, �l 11 11 I . ,� .,� - - - �l I I - ,11 I A , - N � -e.. I I --- - �l . - - 11, T � " � t � ,I � F " e ... . ..... � .... -,�, 1. -, F, e f I iy Iq X .1 0.1 xxAlilc 1-11", - ,E;z pip � N. I I I 14 ..... �&F ... . . . -,--, I 1, I.-. j-q� ,V ii� F- , " ,,, �, I I ... I � 1-111 1, " IF i, "I" ` ""' W�7 1, - - - � I I" ,I �rl - - - I - -F, .. � � , - , - .... - ".. - ...... � - - - - � - k-A ; 9 MAU , R p � f � ,, ,,, Z � - *� I - - =;E� \ I 11 I I - -, - I I I 1, , I 1, F i " , I ... . ..... � .... .. -- - ,,, I - I 11, i jr - - I , , - - - - , `�"` , " , " I � 1� I -.1 1.11 I "I'll" I I . ol In � � h � F1111 111114: � � , � , � V " ,,, .1 - �Fl . - � � .1 �, I .1 I .1 - 5k", ---:: . I .... ... - "I', ....... - ", I , I , I . I . I . I .. - I 11 11 I I I I % VL AW � � I I 11 ,,2A :F- - " ' - ... ;� -`- --- - 'pwa. , - - - , ::: ... � UA ��l I I 1, I Im, W -.11. . -�-- I... I - 11 � -1 - I I I , "k I F, t 1�,, - -1- .1 - 01.1 Z/ .1 I" .11 11 I I'll - - . iV - 1. ::��..' =-,:::, ..=, z�F - � ... ", ,--,, - , "' = 7!o� 11 I 11 I IF � �-- - �, - =, 11. �-- ..... I I I � I , , , " � - i F7,z .... ]� :.N �:-:�`-�:: U. �..� 7�"- �K� ::l,zxA- s k I I �nl � I .."..., 1111111- - I, I ... I ,,�, , , , I I Ili V Art ol i 1- .. I - . -1.1 , F % ,I I - F �,, , -'. - 11 ` - I ` 11 11 I 11 , " 11 ` - - -- � - I. - � F - I � i , �� - - ,��l 1-1 - - __ � :,, ::, - 11 11 I - -- .... . . ......... � .......... ........ li� � 11 I � 1-11111- Ulv,� 1111111 � - . ...... �-�- -- ..... ii � immw - 7w, r, � - I � - \- �w - ,u .... 1111- - . ........ .. ...... ...... . . . . . . - -1-1 1- 11 � &Z -1- I - I-. I- :� .... - ,. - ... 1-11 � I �� I . ..... , , I - �� - - j . - 11 I 11 � I li ll� I I ` 11 I n , " ,,, li A " 1 i I 11 .. --- N - ]",.��Z :�%,�, - : � z,RW205-0 � 11 ...... 11 I-.- I � . ...... --- - �1�1' -1, 0 - ,:., - -1 --- _- ,�--� -1---7, .1-1- � % - lll/--rllWF-ll,-,i--�1--�- ,,, ,,,,, D,Jtd, 11 j .. . ..... - � - - , - I I I - " � -w -vF " - , � , 14 11 I I 11 �-/- .. ...... . . "' , , , " " , . � : 1� . .... ::� ... �::- 2TWn2O .1 5 /= - 11 -1 .III - ,IF, - _ - � I I I I 1-1- , �..G �m - , . - .", : � - '. - - 1111- I - - ----- - -- ---- -- ........... - � -nw- I _ 1�- 1 11 &1; - ill J .1 - - ... .. --l- - - '', ='Z .. .... 1.,.--m - :: - -,,= .... .. 1 06.93 % �,F�, EWffi- 111-Fi --, , ,.,^,.. - �l ,I �l I ll� I I 11 f .1 �� I 111- - ,. .� - f - . � 1. - -- , �� ... � - --:- -.1.1'. - 'm -209. - . .... ... I'll - - 11 - . ,I 11, 11 ii ,,, ki ,,, , r- .- "Ill 0 -,�----,,- -- J lZ"n"Fi. � " ,9 - I - T.iZZ -- ,--"-- -.7 ".- .. . . ...... .. - I , . . .......... � .,=.,',' � , -2d' --- -�, -111-1 � ... � .... t -- ...... .111- ,":l � - - � 1c" --- -,, ........ - --, - ,,,l ii I F � 11 11 I - � - - - - :209-1 )" -- � .... . -1111- I= 2A I ,�i F, -Y, 11 umimn- , 110 I I ,I ll� , 1:4 1 , , --Z- - ... 11 41 11 X ,I. ff Art �l - - 1.� ... I -1 - k � � I 11 - .� WIJ � - . - - 1- , . lin ...... n- - - ll� -A. %,p-lF, �� .. .... �, - K . " .... $ � 1, - �� 1� -11--.1-1 I . It: , - I I 1-1 - F ..... - - e3 d� �-- -.1.1-Z-1.1- -1-1 11- , - ,I �-,-- "-. --�e FR-" ,:: *� 7::w1pq -- ........ - -.- 1-11111 ..... I ... 11111- 11, -11 I I , - T:'-WK� I... I � I'- -,-- -=0 - I , .. 7�,ff F, f, " ...... 8 \19 � - �l I 11 I -- I I I � I-- I- 4w , -1-1 --1 -.1-1 I ..... � ... 11111111- . - � ,:-- "'Z111- - - I I - .. . . . .......... ... I . -1- 1-1. -l'-1111l -11 - I - =:-, -1 .�!- % I . - ... . .. - ..... - � ".. - 9 Rh I - I 1, `np w - 11 .... - .... :::�-- "- z' OTH 11 ... "I'll" . ..... -. NO E.E.- 11;k 11 1�11 I- ..... --."'r -�,-,� - -- - , li F , I �rl 111 .1 0.1 -.- - A?i,.. - .... . . � .... - 11.1- � ... -11111111 '--- ---ll ---ll --I'll "I'll", .. ... - " - ,=::ft - Nti::lt -Di .... - - 11 I I ,;� - � . .......... .... . Ei I., � " I l 11 � I - I -1-1- I- N:_ - - -1 ,, /` 4 , F,' I J J -,,_, -. " L::��.�l ..... - , , - :: � ... � ... ... . N .... .... .... . 209-.-','� '---' " - 11`11;�, `- I Mil Ill I .11, ,,, ii,'.' - i � .."""". ... ....... - , 1- - I ,y -, - . -,:::- -- -- t � � � - -� -� � ... �� -.- . � =�F �T-':::�� " - �- -- ..... I ..: - -, j - -A..N-6 " , - - I 1, - 'IF , - ..... - ... - I 11 -.- .1-1111 .11,11, I'll, I'll - 1, I �''.r -, -- , - , . .11 I I .11 ,v , , I - - - - - -- . ....... , - "� � ........ 11 I T ,,, - ", . Z 77"I f "I - I'lliN � I 11, -1-1 11- � si�' 'i I'll . - - - ld" ,y X al I .11 �- - - -.". . ..... wr-truL ""' - 7 - � MIAlm- � 11, \ `- , 1� 11 �Fi- F, -.1- � -1, - __ --Z - 1-1 - SHEET) .......... ,, 1� , - -- --:`-, / �ly .1 -- 11 St - 1� '7 0 ".. -. 1- - - I -11 _ .... . . � - .A, I I I . .111111111 , - -- ,� , ,,, - 21 ... - ..... -.. `111 � I I I . V`0 -- � 1-I.-A - .. ..... � - I 1�- 14 � � ". - -, 111- -- , , , F �- 153 1 , , , , � 1% - , I � I ... " _, - , f�f' . ... :: .... z =,� - 2W - 9 - ----1 A111111111 ----, 111111- .... �- ".. -- - � - ', I I -1 - F, _� .11- T, I - I 1. - .1 - 1- --Z . .... � - ..... - -4.- !�- , I ,,, Al -- ll.- .- ' I "I /'214.8 .. 1-- ... ---,�-�-,-- - ... r- -- - ... � -'- -', , ,. .W -- .... '-::.l.2 ...... llz= ll=- _;_-- -11 �- ll� I � 1� , �d, 11.1 fil 4 J . 11--l. I ... -'r . � I I'll, - ....... .... � - - - I , i ,I 11 , F ,6 - 1- " I'll -1 .11, I .. �.50 i� ", �--z , - -.- I'll- -1111- --i,- --- 11- - 1 1.39i�, i� 21 1 i -� 3 I 11 I 1 P, "I'', 11 11 11 . . lil, --zij ..... I- --, , 'd, � -% u 1, -1 I -1 Ipm m ; - ,,, I I 11 1. J. I . -. .......... - ... -.- -,- -,,-, -1 I - '- ... �- - I It .1 --- , , "' lk I . 1 - tjwzlz. ... - � w ... �dl' I I , -,- - �- ') Ix N � - I � lil 11.11 I I 11 I - -,--, - I 1�1-111 -11.1 - 11 I 4 . 1 - - I --n - ... ��,,# 11 11 -�a I - -11 I \ I - .... . - Lo co , - - 11 � " - -1� 1% I I I I , -11 I I 1 210.28 " 1- ` ,I 1. . I z , $ $ - 11 \ ' m-r- �dl i "I I'll -1 11 .1 . ..... I � I - i I I I I 11 - 11 F IF I I ill Ill IV 11 �� I . I - 11 I 11 I , I I I I , IF 11, " Y 11 I I 1, - - - , "; be � I I 14- "" 7� 1 � T � T � - ,,, ey " xw J, T � mill , .�11' :. ,\ I I f - 1, I',' '", '" 1, I ", F` ,I , I I I I � � I I I I il 11 � I I , , , I , F, "I 1 � . 1- i I I I % -.on-- � , , I . � - 9 .11 ", ,v- I J 'i 1- I I , - I I I win m 11 I 6 ,,, , , f ,,, �;n-,,, ." I , ... �%, 212.10 1 7 �- , I F I -.1 I - � I � 11 - - -- �- I - � ... , , I z m s I I F I F "I'll" Ala. 11 , . II I � - 1- -1 Ti q - W1111 , , , , I � -- . � I , DOCK ELEVATIOW= � I 1,- , I I I � F 11 11 11 I 11 I I � ,� , I I I I I /V A. A - 'I'll 1 210.40 %, - - , F " F I , I ii " I , "' , - Is - ]'- �� - � . DOCK ELEVATION = 210.40 - I - � 1-1 - - - 1. -1 I I 1� . - - - I � . - �-- � I � I � � - - - - - � , , I I ... I % I All - F! -- F, , i 1 0 . -,, I � . 1� � F � % All F I I I / I 11 I I I F,F I I I I I F . I /I I'll .1 ol J I I I / 11 17 '71, .11, I .1 F7 �W- , � f , I , �l 11 11 /,�-, --II I I I I il. 141-F 111.9.11lo- I I f I'll al I 11 �dl' f A � � I I I , F , I ol I ' F I i f f ile"', � ..... I -1 I . I I - I � I I � -, - A 4 At i 2144 1 f � I I / I I I'll, . � � f . A � F-L Iff 4 Jw F7 -1 � I I A I I . , , - � � , , , ZF J A/ d, � il J. I H I F I . . . 0, - - , , , F - - ` $ " &. 11 F I il , .1 �- "I I dFol 11 - - 11, I V:I I I %� f I ,� I I -1 - F I / _fi � F 11 All I OF f I �lclh .. " F A -- 11 , 1 N717 11 All .1 1-1- I .", Al 4z:� N y I 11 , ,21 .17 1 �,- J i I ,,, I St 11 -1, .. 4 / I / --1 - ,I $ 1 il ff 17 .1 il"D .. " I - I I . I ffil I I � , I 4.27 � I , I I I.- A J. I F I I I I . 4- I � I 1-1 - W` $ 17 .11, cl- t " .1.1 �l I I - -.- 11 X � .1 .0.1 Ll- il 11 � F1 .F7 �l 0 1� I / I 1, 1- P i f x .,&�l 11 11 �� I . - - j I i I -- 7 11.1 .1 -11, ,; 17 .1. i I I , , , F /' � 7 1 -pF �l 213.7 , / . 1. I .1 1;1 11 .0 - -, I 11 � ,I 1 'v,-7 - I -�---/ I I I I I.- f ff il .1 ff I " � I � � F, F F , , % , f- ,f ' � I � ,.- "' % J. 213.92 / 1�, I , , I F jr----� I \\ I PIN, -11 1� be � � % 1, - 11 F , I , I ,I e-11" $ M- � - , I , I Z- � , I F " %2-df , I .., I ,Xm ,/ I , . -1 f Nl f 1�- iy-l- 'Ji I f& / , F , , � ff, , I, iF , ""a. t] 7 '- , � - , , , v " a I I'll I I.,.2nn - I \ FYTF la I i 214.08 .4 ffil I �% I - , I j I I � � , '17 y I LIEV"'S ... �3 � h I'm 214.25 I I iF F A 011$ 11 I F X 11.1 i"Pir ll� 11 ,lirl&U&-`� m R ri - �s iy / " , , " ,III 11 I I A, % r�,, W".0 -1. 214.13 I ffi � I i - 1 I I A H,i�- -.1'.." I ", -- , " F, -rp v F I , . --,-- - - I- , , I , - I I I I M... 1, , -r. li, I AF �'-'F .1,- Im, w., x I !, , 'y F - "I I % .1a 1 14.22 11 I e -, falli ".. �!klx-,- m �,� I'l .-f � 11 I , - - '- i - - I - � , , - �- , , - , -4, - , I ,7. 11 - - - - I , , , , 6. � I. I. 11 If I , f � � I I POINT 14.26 11 41 I -110m., - I A&F, Pl- I'll, 1-11 \ I LL---� � Iii "I J, '. - , 11'."', -F i.,;-*,WA ,,, X- , ,4 "l- - , " -ii�-' I - F , ,- 214.87 214.29 \ I 11 11 , I I �1-ia V . i- - � , "" � - li � 11 1- � � f " " \ �i , NJ- -.1 , 11 11 17r 11 - --, , . I - P . " L:�;F - ---!.,' - 9H i `-, % x 11 I W 1. � .1 � , I , 1. I I 1 7 - � - - I I 14 Ill" � ]""i � " "' on' � f" , / ,l A , , - =� I I , I - � I .1 I , I �l 11 , 'k I I � f 9 11 .11 11 I � - I I ii I 11 il I 1 - f . � � . - .11, i � � . .1 f 4 � A A - ; - �.- - I ,I T 11 p F z . c .1 � 9 71 1 -- - 1 .. T� 41 11 .11 p 6 1 1 4 � � - I -, �----M-.- � I I , ,F - ; . 6.73 � -� , - 4� F ... Nm4w&^F', F"', I � � 11 . ...... 1 -111% ,,I - . I I I I , , " - � "I I � XIS - � F � - I wy i An, - , - � I 11 . I , �l �, F ��` 11 1-1 I � - , - I . ".- - 14.15 - � 9 x � .11 - y . - .1,1. I r � . I W � , I I - - ... . .. I I I I , -, 11 I I . . ; W I I � I 11 I 11 . I 9 1. t I I I I " I 1 -4 9 1. t CMA 3.56 " -- ,W- A, I � 10 q .4 �Fal IF � � I 11 Z t V i U zZ 4 , s -1- I dddw F� 0$ 7.16 AF .- t d, � 0 ;71� $ � .".." Rv I �F- �Fd � Wi 4 U I'l-l-, 1-4zl - 16. " �lol 11 U 71, 1- �l � - - I - I I 4. , - 5.0% 1 '. 111 ' Z � 1� � 0� , F,x�f , � ----, A 11 � q 4 OF 1 -i , I 11 �i . t .0 Z � I � � � � 11 "I'll" � i 0 !E 21 . I Z 11 $ 9 t $ � i , z--- � � . . �ol � 9 � i� 9 - Z I .. J I I I . I I I � 11 I I W Fif q i I � � I I I I 9 � " I- , ii" � , � , 11 I - � W � , i I � �71�1 9 i 0� 11 � 1, I I �.- I I I �o 4 ll,Fl- 1 1 � i � i 11 - I I "M ?l $ IF1 '%.. � 4 m Z "I �,ii� "' , " � , 10 il � = 9 I � Fa,g � 11 I I A 11,11, i I � ,I i F 11 1 $ RIO � ......... :::::- 41 � 1-11 llq � U - I � , - � - - $1, � 1� . F � "I'll -111111.1 -11--, -.- ''i `� " , " , i " � .... -� -1111 , - ........ -1111 -.- �-.- Z I � �,F i� i a i "I" i I - I -- 111 - - "I'll � ... . . .... .......... 11- --- 1- 10 U � . I ,FF,nM-u11U ... � 1 ,I 1 �� 1 I -1- -11 I- -111- "I'll".. -111111 . � 11 � ; I - "I'll .... . -- I U �o I I - . I 8 - I- � ..... � ... I �dl - 1111111- 1� � - �.- -- - � � I lUl-Y-Ni ,- -- --, - I - - 11 11. - I 11 I , .. 1.11 -. I - � - I 10 - - I ... � I - I - � I , - .1 � i 3: -F I I " H ,,, -, - I I � 11 I I I 11 11.4 ; 2 � I �, , - i , I , ,� 'in 1, , --�- ----I ------------- L - -,., , - � � - 11 --- -U-111111 --------------- �1- - . - 11 - 1. � - - ... - - i . I I I �`-. 1� I I'll 1141127 ; I I . -�. ,- -,- -�- I -1 10 � illd 11 I - ...... .......... 7:7 lllv-,:lli7-,-lE-=n- 4 4� ... � 4 - , I I 11 I 11 �� ::x . ...................... � - � -�- 4 4 � ... -,�- � . ...... . . I .... . . . . ...................... - A$ - - ----------------------- --�Ft� - I "i-Ill ld Ell, - I d 11 ... � ��'� ............................................................. Ill$ 1 $ .1i � 4 1 $ 1 In I " -- 1- I,- N 1 1-I'm 11, ,I $1 i 11 3 �,-F � a-ROLL UP -1. 11 t �;,Vl -�,- - IF 11 i X i mm� 11 � i I i I 1_- -�- I - n 111i 11 4 % hl --l- 11, � .... ��, - - -�- , , 'il F I I , - , - - t 11 I � lim .... 11, i I � 1 -;�gyw-- ,q ,q CURB -,�- 4 I 11 � Z"AL11 , 10 i 1MV m I 1. I . 1W.-M-, ""'d 4 0 - - -- , -, " ""' F - Ln, 10 t % 1. ,�� MAX. 2:1 - • � A 's 9 � 1-1 ... A Ur A E - - C I- C I A ILI Imi j 'n, , - - I -11- I,- q I i sm"ORn 11 ,I 1�el.z",- "I-N, � ... 111.11 I I - 11 � V � U- - a i I"'U, � /I SLOPE MU) (L Q U (D = ..t I E n C*4 9:;: C14 -- O 65 I O N C'4 ." V) �r _ n .0 0 _ E) 7) a) C14 1� V) o -�e m (3; O .) -3 r - <: U) c') C, :3 .c 0 M = 6 < ;z & - LLJ L;j * ,mn ,2-S " V) J L� C O EL H C. w C LLJ V)) o_ C W L Opp C d � Q C N N � 0 C CU- Mac w W s H =o[ ] ] ) ) ) ) ) J J J ) ) ) i C i 230 220 210 NOWK0 190 001M 170 1 2 Length (Unified) (ft) 3 4 5 6 Excess Capacity (Full Flow) (fta /s) Capacity (Full Flow) (ft3 /) Velocity (In) (ft/s) Velocity (Out) (ft/s) Stop Node invert (Downstream) (ft) Elevation Ground (Stop) (ft) Hydraulic Grade Lime (Glut) (ft) Start Node Invert (Upstream) (ft) Elevation Ground (Start) (ft) Hydraulic Grade Line (In) () W 1 -2 24.0 53.0 0.013 0.00 °3 31.71 N 03 C 10.09 10.09 1 181.00 O S 183.00 O L05 0!' � Z C-) 2 -3 C3 [C 00 Z Z 0.01 U W U_ N U OZ L0 L0 :z V) cpiZ to U Oz �o�o wV 199.76 ° r�0 ° n pJoi 24.0 U go; 0; O w a_oo 0.010 V woioi N 22.62 nS2 9.15 3 l.�N �a2ZdNN 040 0% V =ZdNN 200.46 02ZdNJN 203.38 en �Z 4 -5 O 0.013 3� ZCJ U 0 CL -J dOJ NUvNI(N 22.62 Z U W Nw 200.66 209.25 203.61 5 202.67 N vNHfN 5 -6 18.0 n NEUSE BUFFER 12" OM 4 STRU . 8 12" T SM D - FILTE BASIN #1 12" FROM SAN[ LTER IN # GRANULAR - BACKFILL (TYP.) PROPOSED GRADE-\ RIP RAP Diameter (in) Length (Unified) (ft) Hannan s n Bend Angle (Calculated) (degrees) Slope (ft/ft) Flaw (ft3 /s) Excess Capacity (Full Flow) (fta /s) Capacity (Full Flow) (ft3 /) Velocity (In) (ft/s) Velocity (Out) (ft/s) Stop Node invert (Downstream) (ft) Elevation Ground (Stop) (ft) Hydraulic Grade Lime (Glut) (ft) Start Node Invert (Upstream) (ft) Elevation Ground (Start) (ft) Hydraulic Grade Line (In) () W 1 -2 24.0 53.0 0.013 0.00 0.010 31.71 -9.09 22.62 10.09 10.09 1 181.00 183.00 183.00 2 181.53 193.88 18474 0! =J� N 2 -3 24.0 32.0 0.013 0.01 0.310 31.71 94.30 126.01 10.33 25.32 2 189.83 193.88 190.67 3 199.76 209.62 201.65 O 3 -4 24.0 34.0 0.013 94.42 0.010 28.76 -6.14 22.62 9.15 9.15 3 200.12 209.62 040 0% 4 200.46 209.25 203.38 4 -5 24.0 L U 0.013 4.41 0.010 18.95 3.67 22.62 6.03 (PRIVA ) 4 200.66 209.25 203.61 5 202.67 209.12 205.02 5 -6 18.0 158.0 0.013 0.00 0.016 10.03 3.29 IRCIP 6.51 5.68 5 202.87 209.12 FL =17 .60 + / --/ 6 205.41 60 24" RCP 206.63 3 -7 4' -24" RCP 155.0 201'-24" 37.23 0.034 1 8' -18" RCP 3.65 6.60 4.76 3.76 3 0.89% 209.62 202.41 7 0 1.O% 214.53 0 1.0 % 7 -8 01.61% 74.0 0.013 37.23 0.020 2.95 RIVATE 5.04 4.76 6.67 PRIV 206.52 PRIVA 207.07 8 PRIVATE 211.00 208.74 9 -10 00 119.0 K) 0.00 CO N � O � t00 7.46 t0 0^0 9 d 206.00 200.00 10 199.70 213.18 LO r- 10 -11 O 21.0 0.013 23.62 0.407 5.48 61.50 66.98 4.93 20.14 10 199.90 000 200.22 N N N N N 209.34 N N 18.0 N 0.013 0.22 0.005 _ N 1.95 • • e � N N � 208.64 213.07 d 00 208.78 200 209.74 12 -13 U- 147.0 JN J� 0.64 JN J- JN JJ JN JN 2.51 JN J- 12 208.98 213.77 209.85 13 209.71 213.56 212.01 13 -14 12.0 21.0 0.013 24.71 0.028 2.40 3.57 5.97 STORM PROFILES 1 -6 SCALE:1 " =40' REF. DWG. Label... Diameter (in) Length (Unified) (ft) Hannan s n Bend Angle (Calculated) (degrees) Slope (ft/ft) Flaw (ft3 /s) Excess Capacity (Full Flow) (fta /s) Capacity (Full Flow) (ft3 /) Velocity (In) (ft/s) Velocity (Out) (ft/s) Stop Node invert (Downstream) (ft) Elevation Ground (Stop) (ft) Hydraulic Grade Lime (Glut) (ft) Start Node Invert (Upstream) (ft) Elevation Ground (Start) (ft) Hydraulic Grade Line (In) () W 1 -2 24.0 53.0 0.013 0.00 0.010 31.71 -9.09 22.62 10.09 10.09 1 181.00 183.00 183.00 2 181.53 193.88 18474 0! =J� N 2 -3 24.0 32.0 0.013 0.01 0.310 31.71 94.30 126.01 10.33 25.32 2 189.83 193.88 190.67 3 199.76 209.62 201.65 O 3 -4 24.0 34.0 0.013 94.42 0.010 28.76 -6.14 22.62 9.15 9.15 3 200.12 209.62 202.83 4 200.46 209.25 203.38 4 -5 24.0 201.0 0.013 4.41 0.010 18.95 3.67 22.62 6.03 6.03 4 200.66 209.25 203.61 5 202.67 209.12 205.02 5 -6 18.0 158.0 0.013 0.00 0.016 10.03 3.29 13.32 6.51 5.68 5 202.87 209.12 205.07 6 205.41 209.16 206.63 3 -7 12.0 155.0 0.013 37.23 0.034 2.95 3.65 6.60 4.76 3.76 3 201.00 209.62 202.41 7 206.32 214.53 207.06 7 -8 12.0 74.0 0.013 37.23 0.020 2.95 2.09 5.04 4.76 6.67 7 206.52 214.53 207.07 8 208.00 211.00 208.74 9 -10 18.0 119.0 0.013 0.00 0.005 5.48 1.98 7.46 4.61 4.93 9 199.10 206.00 200.00 10 199.70 213.18 200.66 10 -11 18.0 21.0 0.013 23.62 0.407 5.48 61.50 66.98 4.93 20.14 10 199.90 213.18 200.22 11 208.44 213.07 209.34 11 -12 18.0 28.0 0.013 0.22 0.005 5.48 1.95 7.43 4.61 4.93 11 208.64 213.07 209.54 12 208.78 213.77 209.74 12 -13 12.0 147.0 0.013 0.64 0.005 4.25 -1.74 2.51 5.41 5.87 12 208.98 213.77 209.85 13 209.71 213.56 212.01 13 -14 12.0 21.0 0.013 24.71 0.028 2.40 3.57 5.97 3.06 3.06 13 209.91 213.56 212.35 14 210.50 213.52 212.44 230 225 220 215 210 205 200 195 190 185 180 175 170 230 NEW-PA 210 NEV17AI 190 NERL-Al 175 230 220 210 001911 190 STORM PROFILES 3 -2 SCALE:1 " =40' REF. DWG. 230 SCALE: H: 1 " =40' V: 1 " =5' NOTE: 225 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES 3. SUMP IN BOTTOM OF STRUCTURES SHOWN FOR DRAFTING PURPOSES ONLY. ACTUAL STRUCTURES SHALL NOT HAVE SUMPS. FLOWLINE INDICATED IS BOTTOM OF STRUCTURE. 220 215 210 1� � ITI 195 190 ip_ ,� TI 175 I A\ \ - 199.1± 'PE EL= 209.56 6" TO SAND BASIN #2 21' -18" RCP 020.00% 119' -18" RCP (PRIVATE) 1 11 12 13 14 28' -18" RCP 00.50% (PRIVATE) " onn J Lq w ° (PRIVATE) ° N rn � LL 00 O Lq W Checked By: JTR Z rn N o N OZ o6 ad O � U � Q� 00 U " � r- pN^ d QOptON d d M Q N 0! =J� N O f7 �N QO�� d lh C0��' OZNNpC=.9N 00 00 N_ N lm no Eo_ ZC, aJ OM CJ lJJ o O 3p ON RiiHp EXISTING GRADE -N,,,,, � G ULAR GRANULAR BACKFI (TYP.) BACKFILL (TYP.) PROPOSED G DE I A\ \ - 199.1± 'PE EL= 209.56 6" TO SAND BASIN #2 STORM PROFILES 9 -14 SCALE:1 " =40' REF. DWG. 230 225 220 215 210 205 200 195 190 ecwr= 21' -18" RCP 020.00% 119' -18" RCP (PRIVATE) Issue Date: 07/31/2013 28' -18" RCP 00.50% (PRIVATE) " onn J LL 21' -12" 02 .1 (PRIVA ° (PRIVATE) ° N rn � LL 00 co 0.50% ( IVATE) Lq W Checked By: JTR Z rn N o N o ao N o6 ad ai o N N N N N " � - - c0 00 00 N_ N LL LL LL J l� CJ lJJ STORM PROFILES 9 -14 SCALE:1 " =40' REF. DWG. 230 225 220 215 210 205 200 195 190 ecwr= CU CD �o N L cn U � o V Z Q � CU PROFESSIONAL ENGINEERING CORP #C -3736 \A CAF?oz � S ® 0381 ` o � ®® ®1144, ES Bf1114Ro`��`� 08/09/2013 1 2 N Issue Date: 07/31/2013 o J LL LU W 0�/ O LL w Z W Checked By: JTR Z CU CD �o N L cn U � o V Z Q � CU PROFESSIONAL ENGINEERING CORP #C -3736 \A CAF?oz � S ® 0381 ` o � ®® ®1144, ES Bf1114Ro`��`� 08/09/2013 1 2 Drawing Title: STORM SEWER PROFILES C5.1 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: STORM SEWER PROFILES C5.1 MU) (L Q LLJ C) C'4 0 04 V) m o 0; 0 c U, C;i M < LLJ L;j . . ...... .......... . ..... ......... . . . ......... .. ... .. . . .......... .......... . ........ . . ....... .......... -1-1 7K1, _7zz::7_1z_ I I . . . .......... .... . LOT 3 77 . .... . .......... NEW HOPE DEVELOPMENT . .... ........ . . .. . ....... .. .... 17.257 ACRES 1 � '1- 421)0 -GLOBAL ST. I --"- -Mq-4- . ........ . . G: . . . .. . .......... .......... . . .... . ...... ... BULK RIBUTI( IR �l 48-1 Nl IN NN NN If NN NN If If 'N IN IN NO N, N N \ it NN N t\ tk i NN If N, NN NN x, A N, v 71,:�, "ZI If 77 If It 't IN LOT 4 IN N/ NEW HOPE DEVELOPMENT 1p. ARE U __1qf RIF 8.035 AL;KtZ:) If 1\ jts N m .m A? 4201 GLOBAL ST. 101 ZONING: I �,N . ......... "Y ........ ..... - EX. Ff . // , / w11 , IN Hit IN N v- If f IN N If 471; N J, 7- A. NN_7 N, I I f CID NN 'N . . . .......... . W . ..... IN, aA . .. ......... ..... N IV , 53 ......... .... IN N2�' I I N, IN I- .. . ........ 8 If IN I N 'N if x j E3,bNK N, 04' A- f /p/ _ 1� t } 1 f f } 2 } c 1 1 , t r' /r" ' .w ✓"' x .,n'w"' Y " ..`'" If If . . ..... . ... .......... • r. . . .... If IN If t "t", If . ...... -- — ------ - . ....... IN 192 "ge, We N N, 2MV, NN..J N if, 9.1, — ----- --- — - ------ - — A ' LT 'q,� 'co -cy Ny, 1.11 LOT 1 . . .......... . . . ...... - I v If NA?" I . . ... . ... .... ... If N/ . ...... - Iv IN NN If m. PAVE��ENT NNN , -11 V ..... . . .. ... If N, CITY OF RALEIGH WILDERS GOVE . .......... . ..... . ........ . ....... _-z . ... . ........ - - - --------- Z:: IN -- - ------ ....... .... .......... 7- 7= z= . ..... NN N, ZONING: IND-1 . . ....... .... . . .... — — - ------ ........ .......... . ..... ....... . .. .......... . ...... . .......... . . ........ .......... .......... ... . . .... .. ... NN IN . ...... . .... ......... .......... ,: _" i I I'll _. . .... � IN -z -195— 19�1 - - -- I ------ - ----- 'fl - _Z_ ..... . ... . .... h4h,( '__1 . ...... z:7 LANDFILL z Z --co) ........ ..... . . ... ... . . . ..... If If ......... .... _Z wx . ...... "I - - = _� � 1, If EX. USE: VACANT ..: 1: - -,. ......... ......... ...... .... I I I'll :: :�, — ... ... .::::: �� ..1..1177:_'z ..'z' . 1 ... ....... . ... . ... ...... . . .... :z Z�, z::::. . ....... --- Z---Z-- _- ---- ... . ... - .......... ___ :i. = _"', ,, 1; \ N, N N .... . . ..... f \��i . ... . .......... .......... ........... . ... . . ....... . . .... . ..... — - ------ N, 11 IN . .......... .......... .......... .... .......... ......... .......... .. . .... . ....... If . . ........ it NN • . . ..... f IN N\ I .. \ IN N� :�m_ ::�_ �::�: — - ---- If If t N� If If If t N IN I t,-, t 13- f S\ i NN N, IN I . .... NN NN X NN f 'N IN IN N, --: . .. . ...... if If N/ IN zk N, "I ... ......... . . .... A _j IN N _ N IN IN NN \ NN &1f 9, NN Vl IN f IN N\ IN, N 4- . .... . ... ...... 'N ti Ntt .—®. ......... i N X t -,210 J l" PNI i E.I.P. i NN % Nt lt Nt •, , 21i t 'N co NN N, N, N IN 4_ IN �_tt 5 X 9.433 .......... .......... ...... - 0.3 LOT 4 Ni (�" NN NEW HOPE DEVELOPM94T IN N Y CP IN C. 4204 GLOBAL ST ACRES X7.22 IN �� N e, f N i, h IN -.-,I ... . .... . ...... . . .... . . .... -,12 IN HR . . ..... .......... ..... I IN NN \p 0 tt CC, a- 0 N/ I . . - "0.0 N, N N`\ IN IN 1 / IN =23.84 CFS ZONING: IND-I' If N1, . .. ... . ......... ......... ......... ......... ......... ......... If k, f EX. USE: VACANT . . . ...... 7 C) N, � . . .. . . I" < at ......... . ..... - — --------- - --- - . ...... --- ----- 7 _9! . .......... .......... .......... . . ..... ..... . .. .... . . .—AMI-11 ff- - IN . ..... ......... . ..... . . . ..... If 14 ---- - . .... CF 'N z IN N\ 133 LJ, at �t �t N/ 2 _j i. IN '215 LOT 2 t -OPMENT . ..... . .. .... fa Q NEW, HOPE DEVEL I N, 215 2111 6 q.433 ACRES I t lz q 7 IN l J, I L 176 4' PIN 1723991, 5- -- i L 7 . . .... -421056EbBAL ST. IN 7F 65' .. . . ...... 21 ll t 0 NN 7_2 6' - - ------ .... > io -;;l 7 1 J� N7 1112' "W EX. USE.... VACANT CH7 IN, . ..... . .......... .. . ... . . . . ....... .. PROP. USE WAREHOUSE N? 51 La IN,[ ZONING: IND-1 ; IN IN, Q, NN N, Nt........ . - - ----- .......... IN C,� .......... . .......... 'If IN Cc IN \x I 220 N IN If I If IN IN -221 IN IN' . ......... IN If _2 Is IN Ilt N, . ..... . ......... ...... ......... . . ..... ... ASPHALT t '771 �ntlt 4 .11 1 1�, , —, . ......... .......... — — ---- - If If .... . ...... . ................... /, "I I — IN .... .. . ..... — _. — N — I'll J J I If . ........ ... \ I E' UE PAVEMENTi 11 7"__ 1 % , UE E7`—/ UE-7,-�,� = I I— I 'k E— ----UE—UE— F j 7771-� 7t E Lit— UE E UE UE; UE j �LJJ7 UL 71-11 UL_ E.I.P. E, UL E.I.P. , F ..... ......... ......... .......... .......... . .... - ------------ TOG8.3T- (tJ E i -U-E t— .. — — — — _.., __ __ 1.90' . . . . . ....... "W ........ .......... ....... . IN . ....... 1--sog 9"W LOT 202 5* f _N8 . ...... . . . ..... . . ..... . ..... LOT 203 EAST PARK Lu " i. c - ttj EAST PARK .... . .... . 64 BYBASS NORTH - --------- 4210 GLOBAL ST. 4 BYBASS NORTH 6 o 4211 GLOBAL ST. ZONING: IND-1 ZONING: IND-1 EX. USE: VACANT 40' 0. 40' 80 SCALE: 1" = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES DESIGN CRITERIA: Q=CiA C=0.35 i=7.22 IN/HR (10 YR, 5 MIN. STORM EVENT) EX. USE: WAKLNUU= C:) C) u) 0 c14 M (L t4 it Ln rn 0:3 ID 411. m m U) 8 EL °o C) I EL Lp C14 0 -* / w n C-4 ELK) C) - 65 1 C'4 ." V) _ �r pr) .0 0 a) 1� E; :,- C14 V) _�e 0; C) m o �' , c U, a , C;i .c 0 M = 6 < ;z & - LLJ L;j Z I '=n) '2-s " , - 111 . . ...... .......... . ..... - "I I ....... 1. _..' . . .......... - ...- 11 � ..... . . .......... ..... . . .... . . . ....... .......... ...... 1111111-1, I'll, I ... ... ......... I.- �K- - --------- - - .' <-"��-� .... � , .. .... - �� ,�"_ LOT 3 ...... � � ' 11 I 11 ......... 11 �_�� -, /" ... I 1_"'.'._ 1__."" NEW HOPE DEVELOPMENT 'If, 1, - - - 1-" 17.257 ACRES . ....... . ... .. .... .w, - -1 11-, I 1- _ -, - 2n, � �' _ 0-GLOBAL ST. �a2n If - , , , ' , / .." , 42Q _" --"- . I ,.- -, , ONING: '1_1 " �' __ '_''_- RIBUTk ./ "', '-, .......... .......... . . .... . � ... I ..... _-111 1, "III. BULK .. F ''I 42L-_. '-,- .-,. .' AREHOU - 77t , ;-1-- _'. ___ "__1 I 7w'� 1 �" � ' /vl` I I" '�7 .. � . � � _ "Z ..... . I ....... ......... I - � ... . .. .-,- .. - 71'__ �. I �, _ � --"2,- __'� ' __ � jil - I ", - , � - '� '. --� i 11, % - �__.'� S�;� � � , .. If- '"� �� ',�' - , I-- - - ", ' �� 11 I-- ' ------,,/ 11 , __ , _ ' 1. , - - _. Z'_ � - � '�' , I&PAN 4 11 , � I I , 11 11 IR .1 I I I I / I I ". I . 11 iii / 11 i k 11 i k 11 i I I � " A I , � I 10 I . 10 I . I I I . I I I . I I � I . I I I I I . I I I I I . I I I I I . I I I I I . I I . i t . i t a i t a / i I . I I 4 . I I 4 . I I I . I I I a / I I . I I . I " / I I I I I I 4 lit / I I 4 I I V 4 " I I I ". I I " A I I " A I I "A I I "A I ,ff I " I ,ff I " I I I I " . I I I I I I I � I I I I " I I I I I " I I I I I " I . / � I I I . I . I . " , I I I I . I 11 / I I 1. I I I I I . " I I I I I . I I I I I . I I 11 x I Iii � I 11 x 11 x 11 x 11 k IN I / I I I x 1. , I I A ,ff I 19 � / 11-- .. M, 11 coilgr � I _it J. - � -_w - 'IV .. .. _ ' ff 0 4_, '? -'_'1_Y _ _ & " I- '(1) FF if, -11111----. A ' .. W � I .. .. i'vu I _ Aff ,to Jv- • , _'. �� - 1\ �4 4��& F , il " _1111v in _ _ _ _ \ _ 11 , a I 11 - I 10 .0 I 01 .. ) 11 _ 11 _ Iti I fLN 11 I _J I I I J I � I / / I I i f t I 11 \ I 11 il � If I 11 I \ I I , I , i I 11 I If \ I I \ , \ 11 I f If I I I I I I 11 I \ I , I I I � I I I I I 4 I 11 1� , I I 11 � If \ , I \ I � I I I I I � I I , I I I I \ \ I ' 1� I I I - If I I I . I , , I I I " , I , \ ii I , I I 1� I If I 4 I f I I I I , I 11 1� \ \ -P, 11 I \1 61A ' - \ L �� I ii \ 3r. if \llz�_111 I \ I 1f6 ".- � I Ir I I I ii ), Col." � i I � i I'll , , , I I 11 \ , � I " I I \ , It ; � . I .... . .. I I I I 1 1 1 'f I'll "If If 11 tl t I % � k 's � � I i -"-.. \ "I . -.1 � I f 11, � 1 I I I I'll I \ I 11 "\ I, \ I \� \ It, I \ 1, � � ,,, I If \ k " I \f, \ I I 11 � , , 'i 1, I 11 \ � I I ,I it� 1% " I 'I I , , , I k 11 I I'll \ 'I"f 11 f,11 ki % � I � i 11 it, \ I, \\ / " I I I I . i "I 'I I � , I i ' I ' " 3 I I , \ \/1 � � I � I" f, , / "_'5� ' i ' � i I , , ��-:;L"' � -.> � ,,- '�' � , I � - - - ,,, X I I " I .1 , , � c P I f 4 1 ; I , 1 _�f , , ;�� N, I - _ tti 11 " - " � i ' I \ It f, ." I I I i 1 , 1, I I ,I % ��' 11 , '� . � � -1 I Ill I I I I 1�1" "I , , "', , � I S' i 1 1 1 1 k � 11 I' I I , I'll ,. �� . ' t I e 1 1 ! J` I I " 11 i I . � / 'i li I ' 7 ' " ' i /1 I I I I I/ I I I 11 , I � - I I I I " , /� 11 � I I / /I I I t I I " f wif �' 11 14 i I I I \ \ 1� i", ii k J '�' 11 " 1.11 , I I- \" � ' . 1 II � -, I �� , � ... I � I , - - �-' � , I I 1% / / . / � "_ � �,�' \ - ) If I I i � 11 i I I kf. ' "__:'_'_" 11z , , I - - 11 ': _� � , � , �� _�' , . ' ' I "--,,, " / / I i . - 11 11 ,I __ __ � ob. I I 11 / i I '� _' , � L LOT 4 I // I/ " _'-, - Z I . Lbl '-f. , 1 \ � 't I" , ' '�' ", I % "_ 11 "i" X I 1 _�' i '�� 1%, I -'-:�A I X - '� "I'll I 1 � �' 1, '_�� ' __ �" NEW HOPE DEVELOPMENT 11 - ' ".,- - / I � . , >' :_ " z " "I / I / � I 1"', i I r125 " "x,` .). '_� ....... - I 11 ', 0� 1 iz�':?�2 .. 1 8.035 ACRES I If I /go 1" ,i;' -1-.1 X ��' - ��' � 1, ,i� � �.r+..*..,.*. �.. , ��'. , I ' ", ` I 4201 GLOBAL ST. _ ' - / , ' I i " ' I I, I "' 1 �, d' / I - 1I 1. k1F1 I - ,_ 11 -, � I \ ii \ I'll 4"'- - w I I � / I I - "') I - , ) '�� . R LUNINU: 1WJ-1-1 " / /' ' I ... ", '�� I \3 \ I I A "" I "I IN 'I / i' I � I � el. � �' 11 I EX. Ur k �w.dl � / / I � x I ) �" I / / � I I I , I - / / / "I // 11� �11 I \ "" Ili ' �, " I �� 1.1- / If 11 I 11 I P, I I - ' _'. _ '_� x I _ I I,- , ____" *1 ... 11 � � , , � � � " I \ �11. "'.. /' \ ,11_ � I .d ,,, , /I " �_ � 1% __"��ei__ _', 1-1 I Kl , I I I 1. I - � i4o -.1.1 ",- - I � I x , - I - f, �Ylv ", ." I .'� " 11 I li, ' ' ", I in � il . '. 11 I< 11 ' I _____�_ I I \ , "- " � , 1, "I � I " , �"�' , I . ' .1 " � � 1 7- 11-s � , '� 11 ' � , I , I J _ � , , / 9 ; I-, - _-Z-1- �-'zz-�': � S�' / 11 � � -1 �11 11 ff�_' � _0 . . "I '_ �15' "'i -f mwar-.", I � ... / il \' i 11 _-' 111"i` n, � I I ? - If I I 'i .... �� - I I , , -� , , �� , e . ' � I " I " ' �:; 6- , "'. � w :S;r , fl " ----__ ," il -11 � I -, ',' \' - . 7-� � --, a I., 11 . 11 ,7__-I ... -11 ? \ '. N, i i". J. .I.P."o-l-'' - 91 - ' d I 1, I, \ I .�" ..' // 11 � ' I.... _'_ ., I J !" _ .... 11 _17__ " '�' 1�11:�'> _" , I/ .1 I. ' - - tio ' �_ Yp� 11 "I - .... AN _____ s L" 11 - - 1. "I � I 11 , 15� S4"n _ ... . ... " � 'I ''//, 'I-,,-' \1 , , fi� -'vi - -5:v " .� 11 .11 . Fi, '_' � 7 , 11 � I " 11 Yjw _ �_ __ '. .. 11 ,I lcl '� " S"'�_ ! " w, - 1. " . i - -' 'E�LP- .11 '�. I ........... � \ " 1," v ��' 1� * M, �'� '� 11" , ,in .... :>' 7 -"' , , , r Ittit, � , ': , i ", � I—- � , ", �' ..... "I ' \ ", I - I " , �' I - .... 11 I" '�' I �'_ , , 12i, A _-.11, , I "I. / 11 1°,,:: I � " � I " " . � , I .� 'M __. �� , .'A� -<' I "�' 1�111 - I � /'_11 'J" 11� i I I .v xl � 11 , i , ' '111�" " -,.-- -""-, f" " "'�'k_' I I .' , fff ` i, � .... I ... ,", /' - . \ �'�-!' I�2f�' , / "" .... . . - , -j, -::� P � , , i� , U, - .. .. "' , , ,. ,_ I -1 , , _-::�" I" , // I, �' �_" 1� ) I— 1-11 \ � I \ - I " 7 1� 11 .11 i7 I'll, ,_ �11 A 4 - I - � ......... .......... -1- �'� I I i7 11 ' ff.*, " _'�� I ) -_1" - 11 ,,, � i7 - � 11 I I , , I i .�� "' ��"' I " "I '�' "-, " '. - ,- A _` - 1,4� 1 - ' "' , I "� I - 1,11 I I / / _ I CID '-�" I I '/' /""�" "I" i7 .11 .1 I I'll, Mll i"N' 1, ��a-_":;�_' I � �' I- "__ I I'll, - � � I I / "" ' �F (1." I - , - "I, ,,, " I ' / I // , /- - -, -� ...... , '.".-, �' .0.0 '_ �" I Zz' , , \ . ... 1- 11 , - I - ' 11 _ �' '�'�A, *4 - _ � . ........ . . . " \ , I � �A I . - lli� - '--,. ' _" I - , I f / q/ I �i i " n C - _;��j .,- �_ .,A - I, 11, , I" I " �_ I ...... ... "I " _ �11.11 _].'=-_�' "�_' 1,i _" -"-, 1; .111' , -_ \ .� I ` '_'1 I "';1101,011101607- T. I I .... . _'.7-z : -� 11 , 'f, '�� , �,. , ....: ."" . ........ � " I I - "; I".. , I ,,, -w - "" - - , %ft ..... _'� ... � " "I 1-r4i � - 'j "* " ' " " ' \, \ \ '\ \ - _ "_ �'_ I N� . ...:7111=:....:n I r / Ift-Ift-4 -, I lo! ON 7 q ?.of ",_ \ ' _]', .11 I'll - ' 7:- " -, " "'-' '-�\ , "Ill 1,i I '^'/.,' I/ I A"Y'l 11 A, � I ' A: ',:;;�' __ � - � 0 &�# . .. ... _71 _" x f 11 __ I , '-"� \ __ -, _'.� . .......... .......... - Nt2' , / ifif J 11 1 I il A11.1 5 � I I �x` � I I .- ___ . . .... _ � I.., t "-, 11 \ ly '_ 11 'r ,,q, / f,' - . ' '�_""'�� 11 / / " / '' ' M -, r�� Nzz - -'- � � ..... I v � ::::�:�''--__�_� _____ "__ ' t __ If i" I " , , / f // ' I ". � � �� - '%'� ",,- ... � �' 'N2 14' '. "I I. I I / zu, co -_ .,-- A ' , I Ao," _ , ........ 11" I ".11-ff 11 I .m '78*E 11 �' -:::'4Jo47bE_ - " 11- < 11 I I I "_-, , "I' - 11 � �.-� L_ '. ____ I \' . . ...... . d 11 11 A � ....... \' _1117::�.' " `� i if I , . \ , , , � - , i, 7 ' I If \ �'' /I " 11 I ' I % I % � V "'-, ) / ./ � 11 45 1 -, - '_ _1 % i , i I N . ...... .......... __ .......... .......... I I I .� I _ If, 11 I -, �_'_ I N ' - :�, - "---" _'_' ""', " 0 I - - -.1 __1 - I / I 1919 _" '\� � 4'' � / , , / A � "i, . 11, I � `11- \ I 1 i �" � , .1"Im- f -1 111�1 � , , �'-.�/"; ' I ' __�__ - '_�111 I - , , , " " \ , _.. // __/ 4c ""�' . ...... - �� --:'� , 17 , _ ' I _ xi � I \\! ""'f,\ � __ 11 __ _. .... �' " "I 11, - ". \ I � " , , �'� .. "-><" I \ , , I/ /1' ,' ,/ \ I ;_ �d �' . "" f I t , ' �' " -, P" ff 11 I" _1�1 __ � 11 ,� - 1, I � - .. -.1-11 . Z___ ""' 11 ' I 11 , I 1 _- '_ '� 111 ', , � "' 1, "I"A"Al " I— 11 ` '�_' ' �7� 11 ... 1_17� 1-1 "Ill 8 " ' - - ----- - 4 , i I i i / I / 11 '� §i I" 'it 1 11.i il oo 11 " i i i , , :,it 7 - .- �11<_� \ \ I \ )) "' , �" "AIV, v -1 �. 7 1. I'll , - I N, -_ �_" v,_ _- 11 ' N, " ,,, I � 11 i) � - 'i - " , __ \ I I - , 11 %&� J. - 1 -_11 - "' A .�" '_v'7:� �� i ..... . . ' . I I .11 1. 11.11.'='� ,I I _' I �' " I I ��_ - 0.35 X 7.22 IN/HN I I 1� ..... . . it '� '..' - J - , , � ,..-. ti i � , � ') i 7 _ !" kh 11 � _"' _," , I - 1 " f ) - i. ` I, / I / � I tp i I , I � , I t , I , 7 ", 1 I., , 11 - ', INK �' _________7- 1 , 11 i 'i I / 11 ' _ 9 I / / t i . , &=&W � 17 .... J J " w ", __"' I ' )� �"'_ -, _.... 1. I ..... Al� �_'_ 11 ��' - - '� d . � " I X 0.09 ACRES \ �' � I %," , -�"'/ .o.o -.7, - Y I S-1 �� ,_ __- 11 ? - i / I , I 1 , I 1; 1 1 � -1 /_ I / t I , / I / Itti i & 'a, go-'rg"Y.; i"'_._-_._ ... . ... I" , / 11 1_11 I- I., 1.1--, '��" 'k i I � I I / " I'll \ 'I-, � , - I" "I" i it I �/ I , i I " " -.11 "p, ';; 7,- -"� , _-_ - _" 1�1 ' 'I., " IJ - � . �' I I i , ' -,-- I " . ,ii . 11 � 11 - ", "I I'll, I I k "I. $ I " I / /I ia,A",f I .", if'_1-o2'(110-1_-- I =0.23 CFS ;1 1, I I I 11 , ..... � , I I f I " li, '"' - ,T' , ��' , ... 11 ,,,, '�� , I I / " / , I - -1 .1 -.1, 11 � , I I.- - -1 I ... I -11, 11'� I t� \ / I , � .I'.,. ,it", �� _-Z 1 1, I , , 'a, , " , I 11 ',I I � 'm'A' 11 1--m�_ - :_:::_z:_m11__- __11 .1 ', ..' 11, "I'll, 11 � 11 '�� - _" � $ / A I ' \11 - '�� 'I" �' I � I '�' I I , � I '", AN, "i I -12t: - ,Pf i _ . ,," " \ __' / Pit v "RE _' 6"" .' "._"""' Y" , � � � __ - ' ---------- - ... ... 11 I I I I i �j f t""' ........... .1 I I // / N, " " v, ,/ J-6, 11" " -,"o t", -, �-r I I- "I ._� _111 ."�� I - �'� - ,� / ,I i / i I " 1 ? " ( 11, , A, f -1, X ( I I tm � -, ". I I I _ il I te ... � . ......................... _". I , 11 I ... � ......................... - - � _ , � . ......... .. . . . ...... .. - - - /� _., I I 1. .. t" , / � I y I I J i 1 i � _�_ " 11 - I � . i , I , Id 'V ",-o,, I �' �. I. 1 � I , Ezz-Z - - V � , t 1 , I I �' -, - 11 . I .1 : - _' .. ..... I 40' 0. 40' 80' i-MAIIIIIIIIIIIIIIIIIIIIIIIII I SCALE: 1" = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES DESIGN CRITERIA: Q=CiA It 21, 11, � 13i 11 C=0.35 (PERVIOUS) C=0.95 (IMPERVIOUS) i=7.22 IN/HR (10 YR, 5 MIN. STORM EVENT) � I __ " iy If sf ILI- f , , ' " ' I � ,N I i f f f .'.Z " ........ , ............. -.-.-.-.-.-.-.-.-.-.-.-I ............................... ................ ,I , - . ................................................................ ........................................................ . "............. I 11 . . . . . . . . . . . . . . . . ............. ................................ i � ......... ............................................................... , . ........... .............................. .......... ............. i .... ............. .................................................. I I .......... I � I! % / i -/, , ....................................... iiiiiiii, . ............................................................... mmmmmmommmmmmm 11 ........ � ...... i � , I .%' I . . . . . . . . . . . . . . . . . . .............. ... � - ................................................................................................................ .............................................................. ..' ... I I � I -."- 44, 11 , - X "I'll" ............... ......... ...............................................................I . . ............... . .... .............. ............................................................. ............................................................. 11 11"If"111111111111111111111 I , I I f ff i ifl I ,""I'll" I � ... «.,..., IIU--- _.- -...- i t � I " I i� MANHOLE � \ \ \ i \ I / ,,, t ' - I ' 11 I ..... I 11, ." ..' -...-- ..' "I i I � � � � 1 11 I .1 1. -, . \ I 11 k 'f � fl, 1. \ ......... N' � \ I .. I \ I ' ' " "- ......... "� 1 4 ts, ................. -"- ___ .__ - __� \ \ I \ iI -2� , � I it \ \\ I 11 -, ........... ......... � "' . .. .. .. .. .. .... .. . . • __ " t% , 'p, .. .. .. .. .. .. .. .. .. . . \ 11 � , , _ - L:,, ... _21 Y"_ 111mr I, \ '� \1 � ", 1 �' N 'i � I .......... I i / ,-* E.I.P. I. P. I / ..................... '�: � ........... ......... .. I I . 'I '� r","f- t<:- / I .. 11 .. .. .. .. .. .. . . . ,,, "� _" 11 . . . . . . . . . . \ I, ,I , , i . ' � i _I il / ! , - , I I \ � , _ , I ..... , " � � f'.*x%_" V�' �f� .1 \ "I i ,,, i, it \ , I� 11 ........ \ i 11 i , "� _'_ 11 ........ I I _4 i �_ � \ ................. FUT6k �_� ,, " " t , \ ,�WAGL ....... I 1 7- 1 l I '-421 ,14,- il I ............ OFFICE \ \ ,,,, it , I..... I I � "....... , I . , x , - I ............ "'(2 200 SF "... , I ,........... I" ...... , � i 11 s 11 _-_' 11 11 ................... "'�' i, I I ) .. � i, ' %. ! �N% -1 . . . . ..... .......... .......... .... , I � . I _. . I .. , -� ",'-- % I " , Ill - I I .11 � -11 , I f 2k� \ ..... __ - -.,. f'%" , . . . . . . . . I . I I � i i I f I ff 11 �' � .. .. .. .. .. .. .. .. .. . . . . SPACE ' "� - ___\ I I If I � \ , .... . .. ... •\ \1 k� I LOT 4 1 T _ fol / 11 .................. _11- 11 - , " � , If If \ \ '�._'� LT1 I � ��'t � I "I Q'A f ,,, - , I Wi ... ........ - kf, , ,,,--,, 7�� " ,,, �" '__ i 11, i, I .. Q I -e- ... I ... - -, I... % I "... 11 - I I u I. - I i�" r ' . , --,N - -, - .. . ..... I ........ , , \ � " I I .11 � � � . \ ". - "'� - TI, -, .00. I ; \ I % % ' .. I ff/ __ . -__ _.. ,...- , 112.-I.- --I"- -_ "'_'. .. ", .... .. �"- �; if ,'\ \ " ,,- ..�.. " \ \ ' il .4, NEV HOPE DEVELOPM94T '� i X_ __ .1.. 11. "'_1 N /' , , " ' " _ ..... - --m'.-'. I � \ \ '�_' c" \ ' 11 ' 11 m ,I t-3 0 i z .f ' I � .. . I F i ..' .......... I ....... I I I ! /'I " ". � -j Iii \ 7 ................. I �" . .... - -.1 .... ...... . .......... - I I \ 1-1, ', I..--- .-,.. -, "i " ___1 , I , lt� � r .1.11.111 I \ \ � GLOBAL/ " I ' A 11 " I .. .. .. .. .. .. . . . .-.,..- - - _.. - 11, 1. _-, � , I r-'r ......... .. -.1- __ if , A r, I ......... " � �'_ .,III � ..... . I / I11 .11 h " .. .. .. .. .. .. .. .. .. . . I, //' - , ,� , , - ........ 1� 11 / 11 ', , ..................... '--,. , I "I ..... I I..-- -" It �r // , � ....... i HH � , " o " " ", I . . . . . . . . . . 'n rm _ I I..... �� i � 11 - - I ' A A .. .. .. .. .. .. .. .. . . - -\ ...... i�it . -) "I ....... , / e j i ; i � ,� 1, ,_ ". .. .. .. .. .. .. .. .. .. . . . ,,,, " � " , % :;i ) tj "I ' , i ", '�' , ZONING: IND-1" / / , v, 11 0.95 X 7.22 IN/H ' I", If I—_ '.." , �;i // .. I , � % , ; I I 11, ; '... � 11 11 / __z"'Ii ,,, . /' , / iff i � ' 1.'_' \ . 11 .... . � \ � \ ", 1 I ..... . ......... ......... ......... ......... ......... ....... - _'_ "' \ ....... I , . i5/ / ; 13- I= W-1 v ..' _ " P. __ I", -\" fz x '\� , '�\' I It, � , m I I I t I LA \ ___ __ ....... I _..... I... I V. - I / / � 0 11, 0 ..... I.- , I , , " , 'Ai� � ..... " //'�' I ....... I �_ i 0 , ..... OUSE\ - I I ...... I i I "'"-' ......... I " - 3 " � , , , f IT I .. ..... .. .. .. .. . I - � 1. t 1_ , , '�? / It 1 1 , / , i. ............ '?� -, _"" _Li� .... . I � i f � - -, ....... ........ ,,, - - "I' I �' . ' ............. ......... ......... ......... ......... ....... I .. .. .. .. .. .. .. .. .. . . -.-. . . .... .. .. .. .. .. .. .. .. .. . . . i ii ' i'� 13 ir I, � I .. __ "....... , I 11 I, � . � I / If ii, ' " 11 ".... " "I �2 'IF-- I 1 11 cp. ........... __ ' .. ' \ It I P I 4 I ......... 'n 41 ..... . . . ..... . ..... I � � \ if `- - , ,,,, " I , "....... "I It) " ,I ; 4 p", 11 . . ......... I I = -_ i \ 1 � I .. .. .. .. .. .. . . I , i -, i 11 ". 4 1� 1- I 11 . 11 .. .. .. .. .. .. .. .. .. . . . .. .. .. .. .. .. .. . .. . I I � \ I i 11 . I 11 . i ......... '-,- FF = 2,15.00 �'�' I - __" -11 _ ... \ k , � i I I........ - it, , CID , -1 .. .. . . - ......... I I I " ". - , .:,", 'I R-41 ". ' _ 'BUILDING AREA =,,35-14:6 SF � ... I... __ - � . . ..... -215-.00, \ '�'- ---",- ��"::::��.' 7....,-\\ \ If � ) csi , i, � , �! k I � "I, / / / -, "....... ", .- -.-.. __ FF I .' I I ' .. .. .. .. .. .. .. .. . . . \ I "... i", " '. ". , " I ' i " ........ "I A _ � If _ - ____1 -'-" ...... -f ' -11 i S, ) i I i,. � ' '..�"� I � ' LLJ • 11 i, titli-A, A, ......... I 1' I... I t_ - -1, ' .. .. .. .. .. .. .. .. . . I-, "�' 13 .. . . .... . . .... � I , ", \\ I, / \ I ii I .... � ' Ld N "t, I .. .. .. .. . . I I 11 "�" I \11 "I',"", 11 I , , , -J�t'i " op . ....... 1.11, __ -----� - �' . I .. I .. " I'N '\ -, It � 11 I ".. I ... . I � I % ii - j� '.- ......... 4 __ ...'._ "l- 11 \ � ? I I..... 11 k 11 i � C)i � - .. .. .. .. .. .. .. .. . . . I-, " 1. i I i ,I 11 / .11 / I .. .. .. .. .. .. .. .. .. . . '__ ____ - __ ."-, .11 I 1 .. ". t I / I" , ',�rll , '_'_ .. .. .. .. .. .. .. .. . . 11%, \ - ______215 LOT 2 _ \ � / "III " L� - --!."- H .. .. .. . .. . L . \ \ / , � " ` �___ . - _7 di / / Illii-;' =: -rr " It", I 1 A " 110 __\s I .1 .� "', , , ADDITIONAL WAREHOUSE, ---- --"- "-' I 1 "I - '_ I ,_ __ __' _ �" ''I \ / � . ..... r � �� I L-1 1� ....... \ I i EX. USE: VACAN I � I �' 11 i � ........... .1.1 _. " '/�" \ 7 I qiz - - -, I I .. .. .. .. .. .. .. .. . . .- -"-- - �'_' 111L, 11 I � I , i 11 , / - . �j " g , it i ,I 11 I i x ........... I'v, ...... - _ /_ ", I I \ I I ...... ( .- / -, - Eli I 11 ._1_1 - ". ......... .'? "'� �� ...... . . .... .... . . .......... -.-. TIRE WAJREN -, _ ."- .. III 11 ; / " .1 //_ � =1.23 CFS � '. I \ , 'x,�_ II i i , ,� I , h --- - --- . .......... .......... ....... - - ------ BUILDING.. - (�('� " ��" ) i", I , . -AREA = 13�,'0`1,0 tIF `�,, If '�' _ " ; jy __' " - i -'J"'�] 1 (' � � , , \ \ -71-- , , � / "I ' 13 � '// - ... '_._ ' � 11 .. .. .. .. . .. . .I.-- -1 I I I I x 11, / 11 - ......... ,.-.- ",_ "I 111\10' I ! 1. "I Ill I I 11 11 I i 11 .1 1, P 1 ......... : 111 , %, .. .. .. . .. .. . ... �33 ACRES _._' ......... 't " ' , , I 1 i .1 4 I ' /"" li"'I i", " I 11 I I . . . ... "I ..... _ I K, I I... , \ If I .1 ....... ", NEW HOPE ..... DEVELOPMENT . .... -- -,,.-.- .., _\ 14 11, , I t % 77 _ I I _ _ f,. '.......... ,-._ 2 ___ I .. , I 11 "AU ......... ..... 4 " ........... � i ? I i / , � '_ I - --- '- 1 \ JJ 11% i 11 , .1 I .... "- X . ...... � 2,11 6 -'-' I 1. \ I ......... If - .. . . ..... - I '/ 1 i i ? �� !� \ - , I ........... _1__' "I� � i4 17 [ I ............ i I -1 I " I � '� I I i '_ I I I � ' , ,I '�_ _ ........... t, I \ I I .... I 11 ' ' ,-,-. ,-,,- "'I" '-,, - " I F . x ........ ' � I \,\ I... I . � � � 1 1 1 , � � [ \ 11 i 'r i 1' 1 i i f I .. .. .. .. .. .. .. . . ...- PIN 1723991-957- -""- "'- --"-.I'-- i I .......... V1 � ,I � _ .. .. .. .. .. .. .. .. .. . . ... I— -..,.-.- - 'ZI � , � 4 N' � I 11 ........ I � .. .. .. .. .. .. .. .. . . '1 I—- ", I i - . I $ T il " --- - .. ... .. .. . . -7 __"' -"- f , ........... I i I i � ! ,I .......... ... 1, ' ) I It i 11 ...... I � ? I I ; � t ....... '_ I , ..... I � /I 1 4 1 ' , nfli __ ....... . i 61 _I---- - 011 - - ---- --..-., "'-4205'_'G_LbBND AL ST. '' 'I I 11 � ....... i - \ I 11 9 7 . _ ............ "" '_ "'_11 __'. "_� "' I ' I 'i H� I ' L 176 ' fi- ..-" - F � .. .. .. .. .. . . . ... ...... - ,,,, I , to 65 � 10.9 7.22 IN HR " I-, -------- I .. .. .. .. .. .. .. .. .. . . 1 ; M I R7� '/i m � ; ....... f, "`-,-,, __ __' . ..... - "� - I If .1 Z i I I .............. --- -"- I __" "' I . .... I .. .. .. .. .. .. .. .. .. . . 11 11 I X .... "',' I ZONING: - ,'I i's - I .1 i _ ........ ____� '_'_ .- r-, _/ " , .... -rA j " .... ......... s " __ __"' __" it \ ..... � 1 ; i ......... - / 7,4 6 il r- . 7 ACRES ......... 11, ..... L I_-I D ,L-2 I x 0.2 .. .. .. .. .. .. . . `,, - /'� / / ii, , 1. 1 91 � � i I ................. - ' ""_ --- - ----- > T: t I I � - � ..... >� "_ �_" ' _...' .......... _" 'EX."" USE:-- VACANf_ "-' 1?/ I I.. ' . � 1 . - i � .. .. .. . .. 11.11, -'- -..I- I 1-1, '� �//i 1 11 i � i I I IN I .. .. .. .. . .. . - . '� 1,; ;�' � . . . . . . - -218 ", Y "..... f CH;.- 135.11 ' 7 11 2' "W I 11 I-,,,- 1 =1.85 CFS .. . .. . - _"- -"-- If I � .......... w t 0.35 X 7.22 P) , .. .... __ __ � � - i i at .. .. . .. .. .. . "I -11 . . ....... _. "' ,,, I � I � '_'_ . � � I . "..- - .. .. .. .. .. .. .. .. . . " . ... . .......... '_"' - -1. PROP. USE: WAREHOUSE "If I 'i " ti i 11 _- I 'If ....... i-0 % ''I I I I I ! I '! � i I,,. '' \ 4 .. .. .. .. .. .. .. . . " "-.- -..,..,.. -, "_ if � " /I ....... 'i., I t ; X 3.77 ACRES _ ........ , - -1- / if, ... I I'm $ . . ...... _ ..'p � I � I If 11.1. I 1 ,I I .1 I'll 11 f .. .............. _ . ..... -'-' _ _"""' "'_ - --l- . .... - '-1- � � I ii i I ".."..".."it, I i ' � 3u 1 ' , t 11 � It ......... -"- .... .. __ '/ I, \ - '... e I ! � "" It q - ......... ,ii, __" I .. .. .. .. .. .. . . J , ......... -, - I " / i f\1 'It I I .. .. .. .. .. .. .. .. . . - . .... 219- -"' � ... .,--. a . � i t It -i I .. .. .. .. .. .. .. .. . . -1- " ,-,- . .. . . ....... I \ __ 1;�� =9.53 CFS q . , , I I i , ......... I � . ' �C4 � ......... _ -,-- 11 P/ I ......... - "'.- 11 .1 .. .. .. .. .. .. . . . - � -"' � , ,,, N' . ..... --- - --- _Z.';:� It I/ � I I I I I � � I I / ' - f- '..' i I t i, I i . / I I I I k _ 111. 0 0 ....... - , __ I i � ....... . I ......... i / . / N I v \ " ... i I ' , I - � ii k ... t � 1, "I, . I ' I 1� I �,,' I � ' " / \ � r.. f .. .. .. .. .. .. .. .. . . "-" � _' , i , � ..... _. ii� i 0 �$ / 9" "" s -"' , il ......... -, "\ I " i ' ' ' ?, " ",f,"" 1," .,- 11 .. .. .. .. .. . . . . ` . .... . . .... . ......... � ...... . . ... ...... . . _ - "' _' __ ", _'_'_'. I 1) If I \� I .' A ......... -- .. .. .. .. . .. .. . -_ - '-"' --- � " /' -, I . ......... "_ '11, '_1 ", __� ';' . I 11 :'..' ".", J, ......... " I '\ ii x i t, � , '_' " i, 't I.., �'. ......... .,-' _-220 � ) I . / i 1.11 i ......... '_" 1 ?� . i , 11 . '... ......... � .1 I I 1 "f i i , " . . I , I/ .� ....... I . "'� , I i I t i � 11 A i � t I I , I / t i 0 ,I / f, I I .. .. .. .. .. .. .. . . �11 �m "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""�"I ........... 11,111,111,111,111,11'll""I'll""II 11111- .......................................................... .. I ......... �.... . / - .................................. .m%.A ................. ��...........................................................................................................,........................................................................................................................................................ ..... ........................................................... ................................................................ .............. �...............................................................- ................ -4. ' I i : i : i i . ........................ I ........................................................................................................................... IF ..... -1-11, ................................................. ................................................ ........ I 11 ................. 11111111111111momm .... � ...................... ............. ................................................................................................. 9 . � � I � I i \ *& ............................................................... 1� ...................................................................................- ................ 1. � "..'q / ........................................... � . ........ I i i U _ i . . . . . . . . . . ............... I // , 11 I 10 - � I / , � � , t $ . � I— A -g-2 � I , I g r , I . i . ..... � 0 -A - I I j ::-* I _L�' " I I ) � I I i I \ I � i " M a " L�14 . . % 11 / � � � �'�$ I I 1p _\ '-, AL f I 11 Ii. 11 i I E. 1. - -0 - - - " I I C , m / I I 11 / � I I 1A ca ... � .... " ... I I � � i I � 1114 $ 1 1 1 - - ' : / 11 11 1 4 it .. 11, q 11 If "'Co / ",.- ",_ � 11 / i i I i I ' I - - I i : / I , I I � / $ It %_% i il ... . . ...... . J I ! I I � I N iA.91, I . ...... . .......... . .... . '/ I- . '_'_' - Co C9 % I '� � 11 , I I i I k ", 1� 1 I .1 i 1. I .......... 1. I '_111 "-" 010 . . ....... __ I \ ii \� 11 / / , : 0.95 X 7.22 IN HR �'� I 1 1 1 i It I I 11 / - r- .. I � ) i j 1 ,I � I I 1. ff I-. - . 1, � z I ' I , 11 i ". I , 7� i N; _.__� � i i " , If It I � "I I-,-.&-.-. __" - - . , - ' _L -, � __ - II - - - '�_" - - ----- � ......... __ � Ifti I i I I 22 IN HR 1_�_LL t - - __// I ,\ X 0.37 ACRES t ,I If sli I I I I . . I I I I I I t 11 I I i I' I : _ .. . . ...... . .......... ......... � -...- . . .... st ,�h8""' i ,I - I �� - : 11 111� f) I " 1 I I 1. ""-, I 11 i I ,11 "' 11 I I I � 11 54 C � I ........ . .......... ......... � . ....... - � .... 11, q ,I it i _ _� - ii _ .... I .... . .... - I !"'. ,,,, I . X 0.35 ACRES - - :�� I I -1 ;;�'/ - - 1 =2. FS x " �"..' j � I . ..... - I' 0.95 X 7.22 IN � _"_ .....- _.- , '.111 1;f "N i $ , I 'srim"�� "' " i � I - � �' , " , I ,I , I I 11 I I I .- ' " " -..-- _ ® � I q I ,I R"i'Vii-Al"."'Pi I ,I .. 11 F � 0 wwwwwwwwoo/ - - - I .- �--- x .... - I ,I , sw I _�_ -1 F'oom � I - v , _ - .. ' i "i, ,I , � .1 I I I-E - UE - "" - f- --br- , , I I ,I " I ' ' " ' , = 2.40 CFS 1E , i ' I- -.-- , It,\ 4 i ,I i , -, $ � , = - "I , I I , , i14 ,I � . 11 Fi- _; �' � , 11 __1 k = I 11 ". r i , )_I -, '\ � �' I 1 I I 1�1__ � .. )l / /i 1 1 , I i., I I � � E � I ; , ; ' L ' .. ...... , �j-- "I ...... ........ ....... " 111111 � ........ "Ll,""," ... .... L , $ Ifmo- - 't � I ", \' I , "I 11 I i It i i� I � � I I "I'll- , � ,/` I 1� - -------------- 71 - 4 - _7 I •. I fi� . ..... � I—— I", , .".1111.1 .......... . . .......... . - I - .- .' , , "I "� - I _11`1� il '�� ...... -4 1.11.11: ................... 111111111111111111111111111". ............... 11111;;"� t� '� ...... I ... .. �-- � R., � .............................. "I'll, - F.- ........ ",',""__":: . . . ... �:: " .......................... �';'� %, �� I ' -"- - If '� � i 11 1$11111 -i I . 97 � I 11 - - --------- =:=:::::::::::::::::::::::::::::� , " ... -, i :' 1' 'I ... / r '/ I I 11 . ,I � I'll I I ......... .. � .............................. I'll, ........ . ...... i tt�:=' __ ... ......... ......... "I .... . .. __ "1% - � ......... .- " �' r , 11 I i 1-f, / I , I "" . . .................... - I— I . I ....... - _ji - - . .... - . ....... I . . ...... - - = ..... _- __1 1�1' "I I ' I/ I , it f , E.I. E. 1. i ............... , .V-111 ___________4 .... . ..... ..... . . ...... . . . ....... - _. ___� I "� ':"""'� f It I ; I 11" / / / � k ; 1 ' ,I � .......... %'Mll .. ............................................... I _ I __ .. ... -------- " . I .. . ... ,...-, "' i I / "� - " � I .- _� " .. I 1-1 I 1. i I I ,I- � , - - -1 t11_ = --- - --- -,::: .... �.' 4.111. . �" ....... � ..... ___. ..... _ __ - , - ®® - _...' __ _....'.. ."':::::�� .... : .... "' .7 , �" � , " I i , - -" i I i " . r 11 "' RRi ... 1- � 11 I .... . I'R,F! ............ . ... ......... ......... " = IOG8.39' "I 11 ./ v _ , W � $"! N", - - .1.. __ -- -" ,,�' , ��" 11 ,,, .'�'. "I - . : , I I I I I 1, 'Imm t � sit ; 31.90-,--, . . _m..... . .. . ....... . - -* �� , � " I "" I/ , ,I I I I " r 11 � t , ,I il � - ... ------------- - sog. 1 lw�-_w . . ....... ......... .-" , i I �' , . .. . ...... . .. . ....... � " lo/I " � /', , " I 1 , . LOT 202 '� i I il i N8 -05"! 9V ! ; i i&� � " ,I 1. 1 5' - _.' ..-.- _..'...' - - ��" "" I i I , I t ,I - W_ i 11 , I I I ' ' �_ - - ------ - _..'.. I—, _ � ' 11 '."' '." �11 ,,,, -- "I , , J, i , i / I I I ' � LOT 203 111- -1- ". _- ", � I 11 1 ,I I f " / , , I'll 1 " -1 , , j , � 11, � uw I.T.-A 1 "I. _� � c . . .... ....... - ..-... - .. . ...... . . ..... . - - "'_ , I '� ,,, il '� " , / i i I I - _ ...- - I i EAST PARK ,,, 11 � '� - � *1-0 " 1 - rn .1._' '.' . ....... I .. . .... _ ��_ I .111' -1 11 .", __" I . ", I I � 11 , I I I I � ; i J? I ,I � � 1 4 i EAST PARK _____7 . ..... - -.I--.. _-__ . . .... _ " 1 ,,,, __ - 1 ! " I ,,, � I i I , . ASS 64 BYB NORTH � i1w i i -i - 1 g . ....... I-— .-I.. -", .,-- > I ", I ,11 .�" '_ I � ! 1 1, " I 1 I I i � I / i ' -..-, .- "I "I , I � i � i It � .... I , "I " i I I I I i / It I I I " � m ..'�" � .... - itt '�' � t I � 11, � ------------ 7:1 _ "I i / I .'' it, $ ; __ i I I ' 4210 GLOBAL ST. I i" ' I 64 BYBASS NORTH - - - ------ ...... _._ . . 'It 1, i ,I ' ' ' i'w' i, � I I � /' � I 0", � I i 1 1 1 ' 1, - i 4211 GLOBAL ST. // i ., � 1 , . . I � " I it, ,q- il � i � I 11 ZONING: IND-1 .1 i it I I . � ! / I it t. i I I -, I ,,,,,,, ' I 11 i I I 11 "I A 4 i' i,i i -1 ,- -- , 1 s 11 u g" ,'� � ':' 1 1 � I �' n $ i , w , ZONING: IND I , I I i , ,I il � i -, ,_ "!�� i I 11 I 11 EX. USE: VACANT si= 0 , I m i 4 t, i 11 EX. USE: WAREHOUSE it � I .1 I i - I ^1,„ I ' i I � i I'_ It 21, 11, � 13i 11 il � 11 il i I 11. I i � Of 11 I i,1 1 I 11 , , 11 I � , � 1, 1, 1 i. � � CD ,I CD i , r4 it' NJ , I I .; 1, , I _ 4 mi I � � 1. i I . ;z I _ : i I . I 6, � $ " I I , i t I I - en CD 0 C�4 i 0 I , .1 I i Itco n I ma 1 11� q, i it, i I " , , $1 i ) 1 , 4 0 r- fl) L, =#= i Ito 1 i U 0 i i I i _ � I 0� ;7 I i 0 i I 1 � I , I -111, I . I i I t � it 013 ill ti i I t Ill , I it � I i (f) % P, LYL 5 N. rn _.' Lo _p1_ M U) MEL Q CD 2SC) 1 Pr) C-4 CL e4 �, M "t C-4 M P�i - ai I C) C'4 ." V) �r _ rr) .0 0 1� E; :,- a) 04 V) -�e M 0 0; C) �, , ;�, C U, D , &i .0 � M = 6 < ;z & - LLJ L;j Z I ,=n) ,2-S " 1-1.. '-,.,' -1 I -." - --- - I'll - - ---`zd,� , — 1-11 . . ...... .......... . ..... - - I ....... 1. -, . . .......... - ...- 11 � ..... . . .......... ..... . . .... . . . ....... .......... ...... 111111-1, I'll, I ... ... ......... I.- - -1-- - ----, - `�Z- —, — �11 .... �� --.- ---<-',-,',�-.�.:d- LOT 3 ...... � -� " ,�, -- �� I ......... - - ..... , - � '..- /" , , --1 -1.1 ,.----.---;1', `�Z- , ,,,, 1, .... I - , .-", - F, . .. . .. ..... :d� - . .... .......... '. -- - 17.257 ACRES -, " -- �� -1 - � , "I", 42 0 -GLOBAL ST. ��, Q / '11, � ...... I F. - . , 11 - - -... - --, ,-,,, Iff- - '�, �>,--11- 0 N ` -4 1- , / ,,,, -- .. 'F 111.11 - - � �-, ING: -- -", .... --"' .- , �-,F . BULK �- RIBUTI( F , III'f'-111- --", 11- ", --", � ... I ..... ", -./ '-, .......... .......... . . .... . .......... fF, , � W ---- ---- ---- �� ARE IJU li,� - ., ;H�-� .. I'll, ., I... - - � - 77t -Z::�i ` ". -,...--, -- / �-�--�� 1.1 . 11 "', -,-- I I-, ��- -.I,.-. ... . . ........ ", x , , - ... ,-- . �, - --- -"2,- _�, ......... I - � ... . .. .-,- . ..... - �- 7--- , 111 �. , -- _ I . �,�_, " - --_ - , ,', :i - " R 11, % ", �-,�-- 1� i 1� " - - 7;� -1 1��- �� /d, i 1� g� If, � .,�- - `�/ " 177-----11��- -;�r F�- I'll i 11 ---7 - - .- - �- /. - 1� 11 / , ,-`�- I`- �,-. , 'af iiii I " Ys -- 1�, -------L� "' �� " -, ,�fss�j 11 I/ - I III- -��-- - I'll, . I v 11 , 11 " 11 , , , I . ...... �� - -� lx - ,;�" � �'--- 11 " " IR .1 I I I I / I I I'S I . 11 FN / 11 F a 11 F a 11 F I 11 F . I 11 F . � 1 A I , � 11 F . I 10 I . 10 I . I I I . I I I . I I � I . I I I I I . I I I I I . I I I I I . I I I I I . I I - I I . / F t . F t a F t a F I . / I I 4 . I I 4 . I I I . I I I . / � 11 . I I . I I . I I I I I . I I I I ". I I I I I'S I I I I I'S I I I 4 1. I I I 4 I. I I I 4 I. I I I 1. I I 1 A I I 1 A I I 1A I I 1A I Iff I 11 / I Iff I 1 I I � I I il .1 / I I il I I I I I I . I I I I I . 1 I I I I . / 1 I I I I . 1 I I � I . I I I . I . I I I . I I I . I I F I . I I I I . I I I I I . I I I I I . I I I I I . I I I I I . I I I I I . I I 11 X I ,a F I 11 X 11 X / 11 X 1. ,,, / I I 1. I I I A I I I A '. / Iff I 19 � r "� .. -111 ." IF (4, i,cl . -L- .. " ........ �, K r ,a -- - 11 -11, , ,-?,I � it - J. -- - I - - �cv �� .-.- - .1 - -4 4-, I -'-'1-"Y a ff 0 ;\ ", - .Q') PF - �q a& " I W IF AV �, _ .t'u � - 111-1111.W %u -__ --l- cl�* � a J. !. - - f, �M, — / I,)- * - - - - - \ - ,I, ,I, 11 , - w1i L ..... -"- I - - - 11 ad I 10 .0 I 01 .. ) 11 - 11 - ,a I ,""Ad fLN 11 I - I I I J - I � I / / Type of Land Cover Site Area (acres) TN Export Coeff. TN Export by Land TN Export From Site (lbs/ac/yr) Use (I bs/yr) (lbs/ac/yr) Permanently preserved undisturbed open space 0.00 0.6 0.00 (forest, unrnown meadow) Permanently preserved managed open space (grass, 4.01 1.2 4.81 landscaping, etc. ) Permanently preserved managed open space draining 0.68 1.2*0.65=0.78 0.53 to proposed BIVIP Impervious surfaces (roads, parking lots, driveways, roofs, 0.00 21.2 0.00 paved stroage areas, etc.) Impervious surfaces draining to proposed BIVIP (13IMP credit = 4.74 21.2*0.65=13.78 65.32 35%) Total 1 9.43 1 1 70.66 1 Average for Site - I I I 1 7.49 I I F, f F, I 11 \ ", \ \ I 11 il � If I \ \1 I I I IF, \ I I I I , I 'i , I , IF 11, 11 I If \ I I � I 1� 11, I , I I I \ A 11 1� I \ , I I , I I �� I I , I I , If I I I I I I If 1, I 11, I \ I If I , I , I I I � I I I 1, I I , I If 1, I If \ I 4 I 11 1� , I I I 1, I � If \ , I \ � 11 I I 11 11 I I � 1, I I , I I I \ 11 \ , I I � If I I , I , I I I 1� 11 11, I �� 1, If ,� , I I Id I If I � I f I 11, 1. I I I I , I 11 1� 11 \ -P, 1, I 1� 0 1 ,� 11 I L)�, " IN If \ * �, ,,,'� 55`� FF, � V% < 11,5 ""', "I - "'It\ 11 If \ 3r. " ", < F " � 11 I f < - -- .--,, ,f 1� 1, \ - , `-:`-Zz� , I I I I I I I-, I 11 I I % Ir I i \ IF , C01-1, 1, \ I - I "I � , � . I I � I \ 11 " I I <C% 11 `� I i I I la"', 11 \ I . 1, a If � 11 It i ,a 11 I .... . .. "I %-? , s, 1 1 � � , I 1 ,If 11 11 If tl i I I I � i I 1, ,--_ -, �� I �� 11 -,__ i I i IQ -"-.. %, \ 11 . -.1 I , � � i i I I i 1, � I 11 i . �� If I ; � 3r. I I 1 ! F i "I 11 if I I . I I s \-1- 11 \ \ . I I IF 1� 1, d I \ � \ '% ! 1 s , ; f FF ", , I 1, \ 11 I \ \ 1 � I ; s i , ) If I I IF, \ \ k is " j 1 . k , �� "I If I I I'll I, , I F I- 11, 1� If \ III I is \ I � / I \ I \ IF \ ,,, , t � F 11 I I "I \ I k I " I i I \ \ I'll "I �� " ,,, If , \ X \ IF ,,, \ \/ 1, \ / 11 \ If I X I If I ; i "', "', 11\ I I 1� I i 1� 11 I F, \ 11 t � I t I 11 I 11 I I 11 1� / f,,` ,11 If is \ \ i � , \ 11 I 11 " , I , f, 11 I F , , \ \ I I \1 I 11 F, i 1% \ N , I \ ",� "N k I , s I 11 I "I \ 11 I 1 I is , S, F , \ f \ " �, I 11 / I 11, I I I, , \ IF I , /xf 11 11 k � I i I , � 1% � \ \ N 11, % s I . � I \\ -X I "" " , I / f I �� ,� 'I I I i i 1 \ , I \ \ if I 11 11 / F, 11, �1, 11, / -..- "I" . . � I I 11 - I - , , - IF \ i .1 I I ,,�iii , / - , FFa i F � 1 , , IF , , "/ � �� , , / �5:;L",---,�,, , I � //,,- -- ,,�', F� ; i , i I ( If _�f F, -� �1'1, I , 1 � 1 \ , 5�-�,--,��,'— CID � \ \ I j- " �f i� I � 1 � 1 , I 1 ,A� �-, 1.1111, I I �1111151;1��,-�O� , �,, 'I I I ss f, . . . . . . . . �, " , �, -1-fi�,,i� V" I" - , I ,1111 , 1 , I, si; \ �, % f&F 11 ..", / , A ,/ � , " I V, F/ - , � fI ,;,� -1 �� , I � � , r 'F, , I , k - 11 - - S, Zxf .11, I -�� I I , .-"� e I f I I I I .1 � f f I - 77/ 7F,ie '- , F � , - , I . I � � I .1 , /z/ I/ , "'I" , ", I 1 1 1 1 , F I 1�� / , / I I I I I , I I � ,FF 11 I , " , � ,,, If , 11 " I ,11, I� I / / I � I � 111� 1, .., �,l 1, . I IF f,00-i".. ... :,-If I / // f- I � I ,- - I \� � I 11 '. 11 IF 1,,400!!< 11 , I I I I / � ", , , I I \ I , \ \ % /� k I " , — , ; I' , /I 11 I ,11 is I 1,Fj 11 I ,F, \I ,d -1, 4- "I - — , 1 , I , I "� .fT F 11 � , ,/�� , , � I i 10 F, i 11 -, \' I V-1 I 1, I ,1 � O/ - I "'IN, � I I ,, � ','I- ,�,,, ,f f, , F / I' , - -�FI,,- ;�-,--"-�:-- s \ F` I I FF- \ k `F- -,.. 1---� / i IXF I ,---, I / IF ;i Y -.7z ... :- - slF,1 I � � -\ �0��-,- , � - .. -_-�,,, , / / � IF , . -�' 1�1 �11 i I � F -, �, , ,- , ',--:Z, , If i I �/-x , 11 I i I 1 "y' !�f- - -� ., is - , , ,f I-- " is I , � I . 'Ff, , I.- , I -:��", -11 � i 1-1 F, 11 , IF I I i - � - 100- I - --" —,�', f, '--,,, 101 , i PLO. // IF , -1.1 - 11- ` / , / � -�'\' , / / If , I i lt��If- I \ - INk , , . � L "I I - - , I N, , , LOT 4 I / / �_ I L". I I I I I---- -1.117 " -;��. , A � Nk I VF- , I - ,f i _ ,- � .... �7 1 i -F, i 1- < \ , -� � . �- F - � I- �- -i�, -.- 1 , X -- �` , I/ � 7�` � , I , - -"--, - . 1, z ,w �r � , ,IF i '. — -... 1-� --11 -,.- � 1, 0� / I 1�1 1�111 ; I i7 �� - -F -1 X I ,��,: ;F---� �- .... - .1 I X \ 4- 8.035 ACRES "" - If , ", i 119, 1 ..... lwl� --1 &I �2, . I I, - I 1-- I F 11 , ��,-.- �., If / '- 'I I �, - " ,5N f , \ 4201 GLOBAL ST. --- .. ... -` �Ff` I I '- .1 --�" i /,-,;� N ",-�- , \ I 11 I , - , d 7" . I ! ! uFf, f I �� 17, - � % \ t --1.1 Z I - I �k'6 r -, \ ,-'. I - I I / �10 . � , d I / Fx-,� i I '11� \ fa ,- -�� - � NA ii/ ,�� I F -, I LUNINU: I 1� "I , If IF . ir"�-W 11 --.- \ I " 11 -, I I , Al / / I UA--F-;)�' ", I ,,�� - - I I I C&� ---� I-- -.1 .WW � � ,'� / �,e I EX. U -'-'-'-_, , NN I , �, 1. -. �w ,,� I / IF /I ,,i 1 , - -.,, , I \1 --- -, I R I IF/ I "I IV,. 1 -1- ,-`,� - -di- / , 11 -�;,- -�� \ " 11 i I'll, --- ',-j � , f/ , i ...... o'.". I \ I .... . . -,-- 1-� , / / , / ,-t, , ", , ,-,� - / - I L.". 11 " -1 1-11 11 \ I -,- I /I "I-" I--,- F ----, "I � - I .. ,,, FIX �/ 7 - " I - I \ I - - ,�. �s4o 1 - -- -- - / 1-11 .11 - I ----Iil- "I 11 I 11 I \ % 11 - �� ; - F, - 11 . - I / � ...... I �� I , �- - I .1 F, 1:1f., j -4� -�,% \ I I "A i-4 -1 I , I , - I - - " ? I,\ I F, - --<1 I \ 1-1 il � _,�,!:�w, --, - "�, i - -- I -11 1-d I I, — � , 1U ) , � 1 , '011 'I,.- 1!:��, --- - I � - \ ----__ �-, I 11 -1. 11 - - , / / , \ - - . I , Is-. `X -�,S�1- I -, �, \ — - --`7 �- '�'i � I - - - :: / / / .00� -1 \ IF, — �-,�-, �,-k-'-� �-,;7-:-�':-7-77----, -1- i ,a " /12 / ----,�� s 11 , , - 11 -,jq " FlY.- IRWAIT", - , I n� / , "I \ I - 0, �,.-,- , --.- is .- � if ,/ \ \ \ � I , , � fi� -1- ,� , "I , I , 11-\ I/ �dll- � I I %, \ N, is 1� I , A �-- .I.P., � I,, 1\ '- , -,- --, I I F, -- I A-1. il L , L" -- 1- 0�< F - -- - "'N , - , -5- , I A I .1 ** -11, - � . . ..... a - - �, ----- s 11 , , . ... ... I I \ I, 1�, " ��<< ,--- I .... . -1 .at- dap w, I .1-11 .- ... ;- 00�0 , �,�, . \ I'll v , _-_ 4i Mri!F . 7 ff -.,.., , I �� - / — \ I 11 ,� , .. , �. - 00, "', � , \1 - 1. I I-- , , . , a , — - '1,5:11 � I � ,I �F� , -� i ai Ariv 11- , 1. .. 11 , - I I �- ,� " �� ', A� / , � , "I. 11 , — . —.1.1 ". . ", .... - --��- I'll " --".— "I - . �d 40 >-- � I �� \ - �,,�� lc- llzl- I .1 J. 1.11 , , , E�-LP- I /I �/ � - 11"� 'I, N�- ,;-III- "", "I a , .1 - ad 1.7 -- - �11 � - .-- I �111 �� \ - - . I I 1, did 1- �.,A� -, I 1�1' I - , " f " \ ". -.- - I `1�11 `1� ---, '1� 1,1�- 7<� "; 1��--11 W, - - -7---- 11� ,�, 1, I 1-11- �� IN -�. , � , - .... - -�' �� I .11.1111, ,� � ',� � - . . . ..... ,� "� z �, i -..,- -,,,,-, � ,�11 , .11::�>, ,� ", , � ..-- // , - I F -. - ", � , ) X� �. � ,", I" ,,- ;;, -.;,".�', 11 \ I I I F, I I i-� - , 1-1. -1 , "I I F, 11 I I '11� '14 , -,- W - � ......... -.- A-�� 11 -::�-- ----- -, -,, � - " '1� I- I /' I �� j,' Sol f 'If 00 '-- ��'11 �11 � ___*�Z- ll Is --1- ,F�01 - ", \ \\ ,-, I 1. -11 , \ 11 J, 'IF f, , I 111 - -0 - '- �r r-rl- , -"- - -1 . - .. 11 I , ,,, ... 11 All il 4, I. A 1AF X" 11 ..... , , I -L ... �-�- -- ----, :- - I ,, .1�7- 1 / i I 11 - I 1�nh, *4 11", I 1.11-- I , �\�'? ........ . " I - ---, �--- I i-,-, , - --1... I \ 11 - .-.. I 11� ..... 1117 .11, 1- - i . .... - - , - "\x ,,, 4�,, - �Ff' I . .... --.. . \ �� I I I e & A � - 'A "I ,� - I , I ^,/." I 11 - 7-7�- -� 'I,' t? 2.4, - ",_ - � -,,- ,--,. , --- " -114 .1 --, - 1i `/ I /L/ , " . i - -, I ,ff 1�ry -� ' ft �- --, ,IF, - - I "'� -.11- . .... - \ , .... � 11 , I " , I .11 .1 , -f`FF dd� "A .... �-, d, -�, 11 ��,- �11 77-----� �' - \ \ CID '-�'-, / , �� ,� "'. - � --:;�--' ---I - , - - FIF, \ \ - :� I "', , �: / AdF Cb / -I-,,- � - �,, .11 ... 17- - - - , 11 -d��- , ,,, / -z , , I �� "', , �, � I -, . ... 1. , I" 1'� I - - / ,- - zz " - -� '�'-1-1- ,N� � ... .... ` .... 1� ... ..... " , -11 T-.�..= . .1 -,�- -- -11 �� 7�--!, M I f 11 k4e, . -, -- . ...... . ..... - . - ,I I ", - , --,�\ ....... I I , , , / , I "/ ff" . " ,i;�- , "' I , - - .- - I .1 I-- - I", -.,..-.. -1,,, - \ \ �- 1\1 ,f / / " , / - .�, I',- � , -A7 I 'T, 1 .. �, " X '�-- - ',�,,, -, - 71/ .-- - I 106,& / .- .1� t "-, I � - ir - q-0 'i-1--11 I - - .,.-- -- -.I,- ivz I X, _ il I I , -, 1--- �� - I -� -�� - ,-... -.1.11 I - t f, 1, , -- - .. ... - i ,", --, - , . -1� - � � I'll 11-11 iY Fad' . I - � -- - . ..... 1 4-4X - -- 11 �� ---, ,1 - - - " � ... I _ / -------- N22-4,�, - . 11 ::1 I . f" Af. CbY ---- �776 \ " "' \ F\ -.. � I � - -, .......... ... F I 11.11 I I 1. K11 - / � ��- ::: �-:;;�, �5---W e_ . , ,,, \ --... --I -1- -,.�, / f f/ , , I A", t-4/4 (0 -4- -fu E " 11 -�:I� . ��-- If \ I. -,-- " , "'f,\ --., 11� .. 11 --111 \\ - .1 -- " //",/, /I I " z-,-,,-,s*,r - I -- I --- , - r --, ----- - � I 11 .-, -� , -.. -', N I I I -.. I .............. — L4j - --, -- , ;I- I 1", ---- I- 11- "I \1 If \ I � ,'I : �- �,, _.-- I // i'i I , , I 1-111 � " ye.e r - �.- "y -"- . . ...... . Ff, ,..- - , \ , \, I 0 " --,-7:�� .. ... - ) , I --/ - 11.111, . � �- -,` , I N. . ...... .......... . ...... .......... ........ . , I / /,77, IF III --11 ... �-- t J. If �, �-::, � ---� 1 �17 Ff \ I -1 F, - � 1� " I - - 11, �, "I 1.11-1 -aF"�, I I- -,-, 11-- \ 11 N 1 4'' F f / PIFW. 11 , ", � -1�1 --- �- - - ;-`�, , � .. I - , , I - , I , if A, / - ---------�-- - 1-11, -- I i , , , I "" is I , i `i� - :�, - "--" I 7/ , " 1. , , / // � - - - F --l'.- I , I I 1 i �,' I Y/, (, I 1-V. I -� � .1 1, \ � , I - ,- i i . / , \ ...... . 4 , i � " i I f" � /1111 -, .1 d- , � - , / I I .ad 0-�---,---,-,.- -- — -�'4 - X i 1, I I dit F, - - I / F P 1, / 0 .. , - �-ri` , ----.11-11 -.,.., 1-- ---� I i I I , - 11.F F, 11 --, - --,�� " ', ::.�IF-B---\ "Z�,--- - '�,- ". 1,� " � " , � , ", If /,� / �' ') I Y � " A, - -- , -s"! 1 1 1 , , i i i 117 " ", 7 11 I - > \ I , ) , � i , I 1 I-, - 1� ----,,7.1-11 I'll- " \ 11 �L 'I N K --�, I , I j I � " F11 -, §Wd ", '111&� ad 1.11 I 11 — �-,, -I- -1 1-11 1,71-1 �- \ I I I , -"- � * " / F, " - !11 kh- id � M., .�11 - ---.,F� I ".., I / "I'll' -1, .11 -.- � .... . .. i: ,F I � I ..... . . ,..-.- F i 11 '. / - - - - , 11 - 11 I-- �, -,.<."", -1 �--- ,,, 'I, I - ", 1�&F- --�= —,— wv_ I. % 9 � - .-��. _�_:_� 11 . � e - k., - Mi I .Ij � - 2.� — 11 i I I 1) -- -1- . L � — I I I I I , . , I I �., 11 , - - 11, T j,j, a, 1-11 -"- w- I F� )� � ... . . . . .... ..... / —." � 7', J. 01 I - -.11 ,� � I " IF / F F, , V7.1111- 1 -�-/ .0.0 .7, -, i // I - - "I - I \ 9 1, -:��, I.. 11 , -- I 11 I % I - �, ,,<�a ,�� . ? - 1 1 , I I -, 1, � � � � , , —� �-\N,--, . , , - , , F " -- I ... 7-- : ,-- "F,-� I F,, 11 I'll ,I � I i k J --.- -sF I � - -- . ,,, I I ir I 1 1 , I , , I )IF , I , O., � I M. 'I'7, , " , I \ 111- IF, . 1.11� - I- - - --- � Il- -11 I.- I Ff, " ., I � 4 ,-A, /I A , -22- 11 " — �-� i 1, I -,, � 11, , I : i " i -,-- -- , /I ,/ '/' , , , , - - - - ... " �11 - � A,f � - — ,Xi air, I I - . �, � � . 1 1 � , I / I I " /` / , FFIA ... '�A ,-,, -1< ii� � � , zt� � � tLt-) . . .... — -.,-, 1"� ��- �-- ... -11, 11 I 11 I ,Xn� . I -1 - - tES, �, I I I I I , il" 1 11,x7F1 , , I , � , - � , -0.09 A& 1, '\ I I i� \ ,� , , I I / I I , /1, , , V '11, -1 a .11-1 ff 11- - -, - - fas, t A FY-`,?-i", 11� - - , / I i I I I f I , , / , 11 V . � V T If \11 ,�, I I-' � - 1-1.11--li" N? I V , - 11 I - ///1 ��Qv I I -10 F1 Is . � I i I // li, I I - - 11 �� - I I � , " I I i I 1 ,I I, i , I , / I I I � : is I M �F% - �f I 11 I , s-�j I --I'll I / � � 7 � ,I , , - / -, � &11 ,7 I a- � — -". - I I I I I (' / - � . .......... - - 11 - I -I 11-- - I , 11 All 11 F7 1- i $ i I ... ��., - - -------------- � I I - - I - , I . �, ... ��- , � �-� - IV—_ - - I I " I , , ..... - - i /i/ // 11 .11 .1 11 .. I �,--, I V if : - 1 If ,. --' I 00 . ---�----�----_-_ - - ... I ---_I',- , ,a xlm,z "' I " - -11N, - - - Z 1,f I - — -1-i % 11 i i 1 1 I i . V -",- ..... :7:::�7 -1 . . ....... . - -,7- .. tn' F7 -4 1��-,-:�- �- --Zzz-----�-�E -� M I 'I � I LOT 1 ......... - " I 11 1'M%,C,.A,-`,s" , 'a, � r-1-..z - 11 11, - I .. - - 11 , - I -.F �E- - , " / / 'r 11 d", . i I i 1 1 s, f ,,, ,,, / � ---- - . .......... .... . . � -,, "' ", . I ,,, , , A I'll, - 11 Is - , �, / " I � , 117 ,,F'M1,11-F','Y-F,F a dy, I i --.,: - I .... . � .1 0 k I 1 ,.,, I / . . ...... I... - 11, ... - ", "I 7 .1 7 aa, . I V ii CITY OF RALEIGH WILDERS GOVE ", I" 11 j7% , Z 1, � .*� jy/ AV i , ,,- - 1� - I .0 . - -- "-- -11. . ....... -, � s I ss � 1 �I "' . ........ "I',"... - ,,�� ,,-, , IF 1, , V ffi / I 1, - 1. - . . -..- --., - � -- - - - -': "', -I,-- - - .., , - - - . .... Fs pv, �' --Z: - .-Z771 Z::: ---Z - --z -- . . ..... ... .... . ...... �:.:�,'.' - -,.:.. - :::: ... . . .... - -- ,....- - ,::::::�� , . ....... -, - "" . ..... ......... I - - - . - � , - �:,-�--z:::- - -..- -, -",- -...- .-- 11::::: - 7 ---- :-:, - -� ... :7, � I -,.,A � Y I - 3 I \ � I I I I , ,--., J-dini , / � i I 11 I S. - -... . -Z ...-- - . , - ::::: I'-' - .::::::... - /I / , - 1. - - .1 . .. ... - - .. ... = = . ....... � .... I 11 1� I - /,/�/� I - :� :,,�z -- ... Z, 1, I i : - "I X I I - ad 1. " -1- .1. -.. - - : .-.- ---- .. ---- .� , -Z -1 .... . - - := -",- . .... --Z-, Z= = ....... - - , "' , ----� 11' ", " - I : f 11 J. , 1.11.- - - .1.1 - , . I -- , -- -��, .. . ........ -.1 . . ....... -.- - .1. .� -1- -:� - � - a sF.�/ I -1- 1, lt.-i ,� , -- "� , ,,, I . . . ...... .... � , !", A , -a � , - - .-- .. . ....... = ... x� ,:L7 ::-:. I ... � - 1 i, I \ " If I � -,:�,� --- - - ------ ---- 7::: . , � � 1f, , mg, 1--. "-. - - - -..., ..., .... . -, I.- -:::::-7::::77= ..... ... - -,Z.-:. -.- - ---� - - ----- - — . - I ...... I =z :-= := :� \ I -'O ZONING: IND .. - ...... ,- , ...... � I ......... - I I 4, - '--- I'll " 9 a , 1- F. , ... -- .-.- I I-- -... -` z:- � . ..... - � ......... ... - - .11 . ....... ::: . . . ....... . . - - ----- - - =-'-:::::: ,.-:::�--= ... ... . .......... - � i % � If - ;Y 6 A, '%_1 I - ,.-- :-z - � F /-Fid, I ,ad ........ 1. - ) _::� I N, I I 11 — - .., , ... - I - - . ...... . . .......... -., --� I.- . ..... .......... .. . . ........ -- ----, 1. - I .. . . ... ..... .... . ,�, `e I ---I- / � 1 :7------ --"'..-- --" ::-,--::�:-..,::: ", I ... - i I , 11 I "I ..... = - =.. .... ::::: ..... .. . . ... ......... - -- ........ � - :::,-... - ..-..- ,-,., ...... .-.. - E I . � EX. USE: VACANT - -1 ...... ... - 6 � I .- I ... -- - - -7 . . ....... . . .......... - - - i I IN, - - , - -/-- I �,,, 4-, V I 1 I I .I.-.- - ,.: .... :: - -.1 --�:,7- :�.- --11 .. .... _ � — ,� I � , �T-1 I I Ni" 1-- 1.1:z--� I.; r- --:1 : — — ......... I � , " 1, ��dz -�., I -./ 11 t4 . .. ... -, - ... - -11 , - - . ....... : -, - -.... ..-Nw. ��Affat-- � ..- . .... . ...... -----' \1 i , ", ,'ff if I i I - -1- I . ....... .... . . I - - -----7- - . . ..... - ::::�-- -..... - - - - - - - .- ---- - - ---:-� - -`7 ---` ., --,��-;�� -,:, - 11 1-1,1," f- t -- � , , - - - Z-Z -,,..-- .... .... - -11 . . . .... .......... .......... .......... ........... ........... .......... , ---�-7 ...- I BASIN #1 - I -- �Y-_ S � �� x --,, -11, ,:,-�7- ---z- --.- --,. - -.Z- :- .... FILTER � " 11 , P"PaF I .0'.0 I - . -, . ........... --"' :.-.. --- ,.:::: ,.... � - / , I I - I - \ - - - - -- ---- - . . . . ....... . ....... . ....... . ....... .......... ........ ,. - - - ...- I � i .P. al !P - ,��--� ",.-- /'-:"-- --- (\-,,�, ,,, I J 11 � , - - , -, - � \ �X,� If- 1��-� - .-- / 4 '.. k - -11 -,.. - �_.- � , . .... - .... 1. - :::.-:z: - -" . -7 - "I'll . ......... � ......... � .......... I" /� . \ / `�- - - -.". - ........... ��- -.I,- , , F _1 �- 11 FWRI F I -- -1- =.::::::::, ,..:.- ----,-- ---- ... , " N .- -,.4� - . ,- I � "I I I I 1 T-3 -, i IF ss� ........ � / s1,---._-, 11,-, .11 -'-.' t.- / I , .I.,-- I."-- .,-�� f .... .. . ...... 7- - . ... . . .. --`.,.'; , - 1 - .- �---- -'� H _�' 77210- - % -, 7!Z 11 ----I -- 1- .00 L ..... . :�----_- ----- ..- (0.33 ACRES PERVIOUS, � � F I - ZVI IN 0 � �� . - ... .. - - -0,03-1 .... . .. - -z'' .I,-- -.1 \ I 11 \ 'tv 1,�, ,,�, � , - "I I Air-j -\�- -,z� .... . . � ..... . . . .... ---7--L - V � -_,,.,� F-1. � ----. ... - --., - - -1 I I �1�s � ",, ', \ I � $ , I/ I , � -Z - - , �: , - Aa IF J / I., F 0 \\ -. --� .. 11 � I -:: --Z�7 1".. 4.30 ACRES N � I I � - I 11 11 11 J . ..... 11 I F . `\, F,,,, ,-,- I ""', "', .1 I .. - 1-1 -1 - J, . ...... -- - IMPERVIOU \ I F! I 11 117 f I � a- . - -1 � I ...... � -- �, �..- '. - � � . .. -"-, i I I I I ". "' .., .... . :- - .. , , .: ,,, 1-.- ,-.-, . ..... . . :--,�- 7�71�� 91 , IF 3�3 100 Y11-1 ,. I - I - � .. I I I -', 1-/ , " "' , i zw - 11 � � - I � I I , " I IF q a,' 11 I -- k x� � - - 14 i , 11 .1 � I ad " 1. .. . . .... -, ,, -, I i 11 \ - ... - . Z- \ -, " I I IF / If, ,p /f ;f zt il .1 J., . � � . . i i .. .. . I I I 11 . : I I I I .. .. .. 1� 0. -I- � � ..... � ......... � .......... ....... 4 . .......... ----, ----, ----, 111111%F1 .. .. ,, - .,-." , , - ,I �, 11 I � I .. , 'I', I I , i�, v, 0"If � . � Is I-, i , � ......... .1 - 9-ik- I 11 , 11 / If : i ,I , 1. I \ 13- 1: : i V . , . , 1� \ IF ... 11 . � 1. I 11 . . � .. - .. V � N,� � - - 1�5-;- 1 1 . 1. . i i .. � I -- 11?� - ,I . . i i . . � .. .. .. -1-1 : 11 !, I % ,C) � I 1-1 .. .. ., -I- , I- — I 1. -.-- .. .. - X - 11" 11 I I � 1 IF, ', ��--D " I I .. - — .. S , I - ," I J- 7 .-d 1�� i i � , _ , , d. \ \ \ \ dal \ �\ S, F % In i I i 7 ... � .... �' ), I i/ IF � p If \k / -\ L � Asr::-� � .. .1 '/ 17�7,-- —.I.. I \ , I I Y a-1 F I , I N .. .. . . I 1, .., t , .., 1 , I � 11 -1 I IF ')o I 11 - I n, I i % 1. � - � . N .., i . , Y 11 . 1. . x . — � . . � 1. .. N . � I jl� '11, - - i � . . I i�l � �. . � .. .. .. ,Z� -""\ IF �-� 11 IF F 1. i i� � �. . � .. - .. N . i I " , " , .. / ,,�;� I . I I � .., �:--� -- -1 i � \ . % rn I i t I t 11 , llt� 1?� " - "' akw , : I � 1-1 : % -,,,'., -,Z�' .. � : :: :: 11 . I � i, 11 , ffi 11 .. 1. . i I.. IF 11 � ,�,- N . :: . I �,�D` � x i ii . . I , - 11 00 � - ii . .. , .. I I - is I "I I, '--, ii , � . i , , 11 ',-, I. H � I .. I !Fn : : i .. ii ? .... - -,,- I 11 I ,I, -..-- F, 211 "' ' -11- .. ii : 1 - I k -- - I I� I / / 1 �-3, � I ffill F, - :: 11 1 .., s -I- -, / , -�-- -�': �--,, I I / , I I , , � Z", H t I, , -- -, .2 �� / Ar, 1 I, f�-- is i � If - I - -:� > � . - — � 11 � ",-- 1, ii . .., - - f- - is, I \ 11 I 11, ' 1.1"' ii . .. j - � I N. :: - I .1 11 - IF I � 11 . � , .. , � .. \ \1 11 I / F, , .11 i ., .. i .. 1 "I, �j I , I I d' 11 --l- pewm� I I ..... I I -, if "I- -z I \ 0 AFO z \/ 11,� I.- .. ii . .. 1% - s - I F i I I' � ......... I .. ii . � IF is Z I s F / � 0 07 ACRES J ( , , I I/ I i I / , F a " ,fr I �", \ , \ - - ,...- ..-.., - 208 I., � I i L. I -z--_:- --, `,� �,�",- I � � � I � fl, "I IF, , : . I .. 10-U3 I --� ', i I . I � If, .. I i � . if I � :: N 11 \ � , - - I N �� `FF11 - � .: , 1 00- is � I ,. i If . 1\f -' i i I ) I I 11 I i / , / — .1, I 11 I f " \ 1, I',, I � Ff� :: .. I �, ,� IW?M- ,,, _ I "If ---2114---��-�� '.---' " -1 ' i it � \ \ , I � i / 11F.1 11 ", 11 / ad � � -----, T 11 11 J � I I I 11 A- \ 11, �'-,, � "I'll.-, I I i � I &e N . . i \ 1 . . I I I - . . . .... , 1 i I - I \ � � �� N . . i � : : i - i . . � ,, x : . 'I I �� - i . . � 1. .. � ,�, 11 V . . - � - - � .. IZ2,161, .... �' � I I , \ I � J I I � 11 I I " -1 , 1'1� �il \ \ , I I III Als' 11 - '11, I � ,i% � . i - i I 11 I 11 1i I I i - 1 1 1 .. 1, � - . I , 1.1- i . .. .. � , I . � i I � . �, �� - I � � , . . i i .. � � i , . . � � - .1. � i , I i .. , " I, I I /I � I F 11 I "iall " `,'� "--� . . � . i�� i . i . . � I I � I f , I , � \ \ � � \ , ,, I , I M- � � I 1. - � � .. f I I i i : s / / ( I , , I f .. .1- ii .. . I I I . \ ii . . � � I � I I . . � � .. i f-.�- � :- I I \ I i . "if � � ..-I � � � . . I � - i � : � � � .. i .. \ I F F � : 11, I I � - � � - I I I - -- � � � . i . I V, 11 - 'a 00 - -- . . i . . � 11,F. I I I M 1 " 11 9.1 il .., . . . . . \ 1-., /- -� �1 . ... I .. .. i , F, I I I t F I � I . I .1 ., . Z'? II ,--, i , 11 � . . i i .. 1 1 1 I 11 i �� - . . i i .. 11 11, ii � � . . i i .. .. � .. "I'll", .... ........ I ......... I .......... � .......... i .......... � ....... .... P � :: I, i i I I �111111111 11-1111 "I'll", "I'll", ......... I ......... I .......... .... i . 4��7 t X % I 1, 17 , , 1 1 ii i : : I F r, , " i I I S., 11 -., - � ....... .... � .... I'll .. ......... - .... .......... .... .......... .......... I ......... � ......... I.. I ... I ......... � :: � \ I i, Fs I 11 I i, I ,,,, j " "'sid - 4, 11f, 1 , z ", . . ..... .. i I . i 11 - 11 / --"- ..--- ) i I I .1 .1 . N, �`,. \ 11, . . I r'll- ) i i I I � , � a " , I I / " � , /(== I - - ti ./ f ,.1-1-0d C', ,� � I . - j � I - - - x I : . I , I F -- 1, � I � is I , .. "I 1, : ; � � � I � I . I 41 I 1� , I I - , I " I I - - . i . . - — — — - . ,-,,'I \ I � L, , I F i I I � J:- — --iF � , , , , . , ! ................................ "� - N ............................. ........................ q ...................... Ki . L a- 4 — r I , ............ . ...................... \ I I i -11 I 11 .................................................. ................................................. . . . . . . . . . . . . . . ........................ .... .................... � � . . . . . . . . . . . .. "......... ......... I....... � .................... , , I 11 ............... .... ..... .1 �at!, I 11 .- ................................................. ............................ .... ............................................................... . . . . . . . . . . . . . . . . i .I....... "......... ..... ...... � ......................... I i / I I 1, 1, X ............................................................................................................. .......................................................................................................................... I ............................ .... ................ "......... "....... 11 . . . . . . . . H ........................... I F �\ I ......... .... ......................... X ....................................................................... ........ ................................................................................................................................ .— ... . . . . . I ..................................................................... I \k : I i , � -."- 41-0,1 'If' - t, 7 il Aff ........... .............. ................ � ............................ I -.. � ......... ......................... . .... .............. ............................................................. V. � "Ill -Ill 1 1 1 1 "i.............. I i � I i I I I 1v �r a e - I .. E.I.P. I ............ ,�: �/U--� ,j "I""' I � ii , I ....... I -.-- I I i [ 11 .1 41 Ad fr, I 00 . . . . ..... I 11, - i I-.-.-.-.-.-.-.- MANHOLE . � � \ ....... I - -"--- f i FIF � Z """""""' ,I I I \ I .. .. .. .. .. .. .. .. .. . . 1'� .., 1. --, I-.-.-.-.-.-.-.- � k , , , " .. .. .. .. .. .. .. .. . . N, -..- F I I-.-.-.-.-.-.-.- % , , , - , ....... , .............. 11 1 , �, � V -I- I ......... ..I-- — \ 1-11 i ............... I ........... .-- -- I ' I � V 11 .. .. .. .. .. .. . . -, ' I-.-.-.-.-.-.-.- / , , t 3, I - I ......... -- is '\ \ � , - . i ....... I i ", \ OFFICE 1 -2' 1 11 - .. .. .. .. .. .. .. .. .. . . 11, - I-.-.-.-.-.-.-.- is, � 11 , I � F,�,'f ".. 7 1*1 ....... -21 Y IF I I \ \ i i i, � '211111A.' , � , fFj / . . . . . .... - \ IF I , I - I ...-�-�-�-� 1,,� F, 11 \ I . I I - � . N � ,�.�.�.�.�.�.�.� ,I .. .. .. .. .. .. .. .. .. . . -- ,, ,SPACE ,"' I 11 is i , � , _4 , 11 A �, ......... I - -,- �-� `,� I \ \\ i I 1 , i 1.0--/ V�l af-I / \ ......... FUT�k 1'� \ � " is ii \,I " si,`-�� ............... I I � \ ....... \ z I I , I 1 ,14,- F, .. .. .. .. .. .. . . OFFICE \ -- , \ ............... I 11 I I ........ I , `- '(Z,ZUU b�) """""""' ,-�Fsj -- - 1, I , --I .. ............... ............... , %. X . ,,�, I I I I I ; .�i--- "If 1, J " ",-. f-l". .1 \ . -1 . . . . ..... .......... .......... .... F, V, ,,,, , -,, 1, 7 "�, ,,,, -P F, .. .. .. .. .. .. .. .. .. . . . - I - s \ I I I 1 / I " J - - I .......... I ---\ , I \ 11 "i sf�`," 11 IF - :-t> � , ,a -- " 11 kf & J, -- ........... SPA �, -I :F-1, "- - ..'....'....'....'....'....'....'..'. I , I I ,I � A, . CE ', -I- \ 11 I - ........ F � i ........... ""', ".'-- - 'e; ....... I \ f \ 11, - ..... �,, ,;;d ........ ........ I . I Qd f ",-,I',- AP ....... I , ", ........ \ ,,, \ �.--,� \ \, I % LP I 11 , 11 . I � ,.A-. �, � 9& \ F 1, � ........... \ 11 . F - 11 �.� 0.79 ACRES TO SAND ...... -- ............... � 10� i Is 11 kf .� ... �, a. I ........... \ I I ... 1. I . ..... � . ..... ......... - \ IF I 11 F% " 01 1-1� Ln. .......... - 11 - , " .,-,, , "I'll -.-... - ........ I 11 -.-\ I, I 11 ... . . . . - \ f.� I ............... % I , IT ....... ',,-,. 11'� - --.- , / \ '� � ,�- ... -1,1"I"I", - I ... 4 \ t-3 N EW HOPE DEVELOPM94T F-/ F : � I "I i I \ IF .1 $ .. .. .. .. .. .. .. .. . . I "' ---...I..- -12.-I.- --I"- -I- --,_ 9 \ 11, ,,,� N'� /I .--i' :\ , "--,, . .... - \ � ,�& d-, \ I , �:r I ....... .., .......... F " - - ........ 0 I - A ,,, I - "T FILTER ......... - --- . ..... -.- . .... - 'I , - .... ...... . .......... ".-I I �' ,7 , `-- -, - , '. I s"- ............... --�, � \ ,,,, F�, � LOT 4 ) � , " -, , ill ad, / BASIN 12 -11. -.-- - - - -- 11 I I \ \ M , " I -11, I \ 1-1, -.-,.. -- , , " ,�, I - � I L /' / I , , , - F - 11, .. .. .. .. .. .. .. .. .. . . . . --.- .-.I..- -.1- ,-:�7,----,-,, -'I, \ 1\ F \ ,I 01. � Fi F1 I .11 ......... ,� - , f Fil.,FFFFFF, I I % I / " I .. .. .. .. .. .. .. .. .. . . \ ---1. \ N /1, �71/ ,, -FF, - , 11 \ ,�- � -�, (,> �EFI I .1 A I ........... I I..-- 1, I - I < IF 1��i I , 5 F . " If .............. i rn , / e i ; i a - I ... -- I i IF f I , _ ,ff,�, , '---::�, 1 -1 I I I fl� ` ......... , ZONING: IND-1" / "I (0.35 ACRES PERVIOUS, ....... --, I", \ If -- -I-, -- I..", F, , , IF � I \ �ss I % 1 ..... ? I ", i � . . . . .... 11� F,, --- I ;s / � I * --? , 1 , 3:i \ I I , , Us S ........ ,f I , n "'.1 I I I / - "I A / ........ , I-_ L , / \ i i, " 0- f LA -� ,'dQ ;, 'F� ........ 11,� ......... ......... ......... ......... ....... - -,- I", ��\\ ii \ .r., ... s I , �, ; I "aw, .,-, V r --1 " � 'i ........ ..... . ......... ",-- I � I � t � -1 Q/1 ........ �1, , i . .. . . ..... - -, ,--, -,,-- I", IV - . � ' MJ07' ...... . ...... . . ......... ..... - --, — /- I - � , ,� 1 EX. USE: VACANT /- I 41 " 0.44 ACRES IMPERVIOUS] , , \ �-- -,- --, -I- , 11; f1s, / If 'i �r / - / � 13- �., ........ ,-, "I'll , I / - `PQ .is,' I" 4 J, ........ ..... I.- i � i - , I - - � - if 0 11, 0 , - I , I / ( I � I ,. - � . .......... I -, , \\1 V. - I -- I 11 I � ......... '�?/,, `,,� ,` -HOUSE , - ", ... I /,v ,; � � � ! I �� 0 ".......... - "I / , -d' ,., , --, � A " I t ,X, -, 'Ir / 11 11 ......... TIRE WARE " I / 1, .. .. .. .. .. .. .. .. . . . - . ...... . — -, . 3 �, � ,,, �, ;"Y / - , 0.14 - --, I , , IF ,,/ ,- , I , / ", / fi, �, I 'I � i , � i 'O I 11 . .. .. .. .. .. . .. .. . -.-. - "' - .............. �-- I .. / Al ",F,X, F: d"IM-E, , ', ,'I", If, , - - ..... ,,, ... . .......... .......... ....... - --� ......... \ / FF?111f: i1i i'd f F , ,r. 1---1 ......... "',,, ADDITIONAL WAREHOUSE, ---- '-"- "-' . .I.- . ...... BUILINNG-AREA = 65,01,0 �F` IFIf ,"_ "L. ( ,, i I ] t i F I %,,�% sis / I , /A "' ' — . ......... ", ---_, "\ I I 11 '.'.'.'.'.'.'.' � I i : _ I ......... , \ ,/ 1, i ......... / / " �'�� ,�, 'Y"f I 1 Is 11 / N - 7 ........... - d� -,..- . ..... --1 ,,,, -1 ..... . :--= \ \ , cr. " , = s."'! pf 11 .. I I = -- , - Is 1 i // I � . ....... "";!�, \ " \ 2,5i 1 . I ................ I ................ I I ........... -- ::::::: ... . ....... ,\\ I I.,.,.,.,.,.,.,. � � I, W'Y'X,\`,,. I, I , I 11 , - I.; ......... I ......... , F", , - 11 - I . � .. .. .. .. .. .. .. .. .. . . . — - --" --- � I IF � 1 , , - --t .. .. .. .. .. .. .. .. . . z . ........... 1�1 '-,- �,�, --------"" / IF , , F, 14i- -,� ......... \1 AFF = 2,15.00 ----- ----� 11\ '-s' -- - ,�' ,� - - - - ------ - i'' If \ , � I -1 �9/ / I i, V-A, - 11. .. .. .. .. .. . .. . -1- -1, -'�;, " " - / j il F t , , , "I'll I... � ......... I-, , 1�j .. . . .... � -1- " � \",-\ IF \ I F LLJ' 11 I '11, " !-". a I " ........... I - I I 11 I , I I W N4 �! ......... I 1 1 � � I I - ......... - i' kt \ 1?� L� -j � , ......... ....... ' .. .. .. .. .. .. . .. . % ........... i I / / .11 i -, I- .. .. .. .. .. .. .. .. .. . . . � I ,I I ..... i " /,,,' 11, i 1, , " , -�:`� NEW HOPE .I.-- --� I ls� I I i PERYN�IJS Is � 1 1 1 1 / ,,, ,.-.- -- � � � I / , -F .11 4 11 ............. ,-._ . 11 I \ sj� , I %.,I I 11 11 ; � 0 , 11 "........ .I............ X .. � ........ i I i I -111 F - I , %, ....... ................ " " , b, i . I i .11 - ......... \ . ...... � 2,16 - ..... 4433 ACRES --, -.-, , , , 11, " ......... roo- .. .. .. .. .. .. .. .. . . .- 1----� I � ")I 1 , t s0.16 ACRES I F . I , il ,F I , 11 '�N Ff` .1 - -I- ......... ,-.- 11- `\�" \ / , ,,, i I - " -` ........... 1.11, -- ,,�, ------ \ . .... � -- -'-, �'- �- , I I , ".......... 11%, \ 215 -----� LOT 2 , ] 1 .4 / " ,-"''-"- . .. . .. . .. . .. . .. . .. L _ ........ � , , \ I I � - ....... I " ---.,,, 'I i��A� .1. I � `F / I III / "I'll, , ......... \ 'BUILDING AREA =,,35-14:6 SF ��, I-- - � ... ... -..- - � . . ..... -.-.. - ,z-, 41 ..... . . . ..... FF --. -215-.00, IF f " -- \ � ,'� I � I I � CID If I i- \ � \// H / ......... - — - - K i F - \ If .'I I L�� - --!." 7-7- / -,- -I- \ \ ", 1--� ... ,.DEVELOPMENT . .... -- -"---- ..,.-- "I 2i4 .- ..... . . � ..... . . --, -, "4, ) , � � I -- � 4 � . ; ". 215---_ -11, )) I — I , " / , . Fl,- 11.�� - - — — ........ i i , , , I - I I� ,111 I � 1- I ..... i , I - , .. .. .. .. .. .. .. .. .. . . ,,- --' I � \ ........ � I s � : � , " Is .- ......... - ..... - , 1,f t I ................ � i ........ � IF - -1 I .. .. .. .. .. .. .. .. .. .. . . . -1 "'I'l ..-- I I N I 1 I,i�� "/ [ I ................ , ....... - ........ I I "? I I ....... , F I ................ , , I 1 : ,I I I " A � I I ......... -,,- '-,, - \ �Hl -- � I 1 1 F � 11 I . � i 1. . . . . . . . . . . ...- " ,- 11 ... I.- - 11 ........ - ......... —, .-.- — - � """""""" I . i ........ 4 i,,r 1 01" I ........... , I I I I � � 1 i \ L=0 76 / I i 4 "........ --, PIN 1723991-957- -""- - '-"- -,,-- -- I..-- 11 I , -,...- �1\ ................ I I ... ........ ........ � i - ... -- . ,,, , ,,, 1 11 ................ I F I : � ! � ,I 9 ? .11 ,I 9 � . 11"76, 2Q . . .... --''-, ---4205'-`6-LbBAL ST. ,--,, ��HHH t 11-4 11 --"' I /11 -- 11, I ................ I � I I � ! F \1 \11 - Is 9 .2 ........... -,, ..... . . ... ...... . I 11,� 11 '-.'-.'-.'-.'-.'-.'-.'- LO , , , I . A F ......... ................ I i , IF R I 1i i I _I---- I", ........ I M , � - ' ` ` 11 - - ..- - ........... "'11111-1-1, - --11 -..I.. , --' 'a'Z<, "`� If , " ( 1i I 1 65' 1 ..... -------- Is . ... . ..... . . Is / is 1 'i is � I Ift , . ", . i - W -, --- -"- -,- -1 --"- I" - I -/ ................ � .;..� I 'I. 11 i ! I i FkJSF- 11 I i .11, i - Ir /[ I -I,-- I .. - � " I - 11 IF I " ......... I -- -` ................ i Lo 1 11 i I ,I \ I - ,I - i A ....... - - / ........ s 1 11 D ,,L-27/46' ii r- 7- M I", "I -11, -F N ........... 11`,, ----� I_---- ,-,- .--" ZONING: IND-1 -... - "-. ,'I, I'll, I ;� I I ( '.............. i i i � I I OFFER ......... - I IF, .."""', s - -.1 , " 1 11 " -I ............... I ;Z-. � i I ......... . . . . >1 I- - ,-,, - - ..... ME: is ! r7, !I/ � i ........ .1 ....... -,, " 11 I'll, � --- - ------ EX. - VACkWf -..,- 1?/ > : . I I % I , i s - - I 1-1, F ........ , I . I : � � I � -N?) � . I I , , ........ - 11 � 11 IF I f J -W , F'! i, -- i ....... - - . . . . ... . .......... -2 --.. ,,f, I I I i , IF1 I i iss i 7 -11, .. .. .. .. .. .. .. .. .. . . -", -- -1 - -,- , -..-- F / I ................ Ln IF I / R i . ......... - N, 11, " i F ........ - 1 ! I ! i I ( - � , I ................ I I CH;;1 7511 N7 11 2' . 11 11 I .. .. .. .. .. .. .. .. .. . . -.- I - 'If ........ , \� I ,� I" I ............ 1, ........ - -- - I . 9 1. � i/f i I /- I'll- '--,. .. .. .. .. .. .. .. .. . . 11 "I" -11 . . ...... . ... . .......... .. - I-- -,-. I-` -1- PROP. USE: WAREHOUSE "If I , , I - I I I I ,I - 1-1 I ............. .. . . . . ........ --, -- ,,,, I ........ I . 1 1 1 f i I ................ Iss, , I I / / � 9 1. t i � 11 ......... -1- -.-. -.- -....,.. I I, ,IF, /I ............... \ IF % .. ......... -- ,...- ....... - . .... - ', If, \ IF I I sis .. ...'.......... I ................ I i 11 \ q ,a ,---, - --, -- / / """""""" i I ,,- � i ; . j . 3U 11 -P, $ ....... - / i P I I 4,100000., $ 1 1 I I i \� q "i -", 11 ......... ,-- -.,- ... -, ... I .. . ..... — --"., -1- "--., "I, I \ ,...- " s' , , I t , I ,1 is � \ IFF I `:1'51 ......... . ....... . .... 219- - -- <1" I, --"- - - - ---- �C4 F 0 ......... N, , -� .1. s I U , LYL , 1 .4 10 ........... -- - - , ,,, f- -", 3 i If — - 0 10 .. .. .. .. .. .. .. . .. . 11- -,- --, - -I-- -?, \1 - ......... . ,,- - -,-- -_ I I i / I I i / I I I --� , i is -i , il , `1- ......... � ...... . . ... ...... . . — -1. I 1 3 1 � , "-. ��,, I / I ........... I-, 0 05 ACRES" I - � I " 0 i t I / / \ .. ,-,'---�' ... --.-.-;f� ;�� I \ I Is ,,,,� �,, ii� Is /9 , ....... . ..... . . .... - -"-, - "," \ I I It 11 I i , ."'is I Ff .. .. .. .. .. .. .. .. . . --- � 1) \ � "", i I / I . I I I I I I ,I V ,I ........... I- ,,-,,, I I / / t I 11, ........... ,,,-" / i I . . .. .. .. .. .. .. .. .. .. .. . . I I Fi I I % t i I ......... s ........... "I � r "....... '11, - - I i - ......... " , , " di Id' - � t1a. "I, I � .i i :.. , , A I .. .. .. .. .. .. .. .. . . . -I- , , I— PERWIMS -1- `\ , \ IF 11 I rn " , , , / '..., ......... --220 � --� I s / /' i � 1 " , I \.,i�, I If " ......... , , , /i � � 11 I, i Is i - 1.11 v..\ .................. " ,-' , 11 � 1 "', 1?� , ! � / I I I I ! ! 1 1 i4 i iis IF - ,� Z'S ........... �11 --- "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",,,'ll""I'll'll""I'll""I'll"�'ll""I'll""I'll"I --,""I'll", � ............................ I � I 0 1 . . I .......................... .............. .......................................... ............ � .......................................... ...................................................................................................................................... ..................... ........... .................................... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... , � � I � � I "I'll" i I 01 / / ...... ......... ................-MEEMEMEMS .......... .11,111,111,111,1111,'ll""I'll""I'llI ..-MMOMMOT . . . . . . . . . . . . . . , � ............................ ................. I . -1 " ----,-...-...-...-...-...-...-...-...-...-...-.....................................................................................-.jll-.....-.....-.....-.....-.....M......-.....-..... .............................................................. ............................... ..................................................................................... 2 ................................ .......... i ............................. ........................................................... ............... � ................................ ......... 7-- ....... ............ '.'.'.'.'.'.'.'.'."."'."'."'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'- "'.."'. If , � � .......... ........................................ ................................................................ .. .....................................................................................- ................ ........... ........... ............. -� I , i i � - I I � . - ........................................... ........ .................................................................... I � , I . � -11 I � 0 ............................................................................................................ I ......... ..-....-....-....-....-....-....-...- -..-....-....-....-....-....-....-....-....-....-....-....-.......'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'...'......'...'...'...'. .... .. ............................................ � ................................................................... / , I � : 1 � I � � i , , I , t $ 1 � I" 9 I I � — , I I I ; i 11 I --� A ------" " I i -1 -� �� I �- F) I . , , OD � , I � -0 I 1'� WN - -i4 I ,-- " � f I / / �,d $ \. " a N ..... f / � � � .11 - � t 02 e'a ,-, AL f 14 Z::�L �- - la I \ ---11� I . 11, IF I i .. -- I I 1i - / i �-f LLI i 11 4 U .. 11, q -.- I �77 :2 " I : - IF 1114 1. E. 1. , a- - C0 - ... I . ... -,X!� � C\0 I - Co : I's % i I i I '' LE � \ I � 11 , I 11 1, % I " I ID 11 I 1 - F ! I 11 � / $ U %_% i .. I - I I I I - I 1, , I � .... i , "'s , - � - I "'� , ) I I H � � i Is $ If ... - ,,, / -- F \ 11 I .1 .. I `\ I 209 , - IF 11 k ", 1� / �/ FA.91, i 1. I -- �,,. � -- ". - — ------ - . ...... . .......... -- I - /1' ,-- ;r . -,-, " I , I \� IF / I I �t2,� I/ 'I 1 is I I s -Pl- i , q Is I I 1. - -` -1, --.. - -....... -..- 11 llwm--L--� 7- � F j ; � 11 I I I / � I I �, ,,- "--. - --.. . I � I I % I I— -L , , '11 , , I I 11 i 11. 1-1- / - "f, I -L - ", -j , , - 000� k 0 , I I I -� s i - / - / r " -r. &- 'I-,,- - I — " , z � — 7-- 1 - I 1---1 I , I i — -------- Vq . — — z �, �/I --'�-11 - - ----- � ......... -- , s t i s - t 11111- 11 I'll I I � — -- I, / .... I .... . .... . ..... � - -=- — — — — — I/ , — t t— — , "I / X F f \ i N I 1, I I, - . . .... I � I I 1-,11 � I-- 11 `-, -----Mom - I I I / --7 1 � - ,;�� I , " Fs '� " 111� I .. . . ...... . .......... ... "I I " is 41111ii-IM i � "I i - � i I . . - -- ...... � -...- / - , I j , 11 � ........ . .......... ......... � . ....... - � .... . . I I - . - I J, - - I F - � , - , , � U i - V, -r. � - I I r .- _... - - I I- - 1-- , � - , i, �- - -71 iiZ�?T! I I — 4 s I ,ell*` — - - .1 I --- -,,- - .....- -.- -111 1/` 1\ I U i '� .. � 9 1 � . --- = I ) I ------- , -,:,-... 4 .... I 1 " s II " I 11 q I ,I r1il.161--l".'J"s � � , i ` F" 4�` �' -..-- --, - � I I i M/I a W � I I- -1, --,,, I , i U 1 �# - - 127 ---------- � -=I 1p� . I � /F IU ------7' I ; F F, ,:::L- I . ,I -.-- , �,\ i z 11 q i , - I'll... - ,`,� 1, Is -- ,1n_ I - � - I L 7 I *1 I I 11 I'll - I ... ....... L i ...... � � . .11,111111i'll,"""'ll""�..�� I , , -1 � —1=4 7 1±7 _---:�:- I I-- . 11 F I I I I / , 77�,Z '\ F F\ , 1i ... �, ..... ) ........ ) ....... .... �. . I ........................................... , \ , s � I is $ $ 1 P / I , � ... -�,�i i � J. iiiiiiiii� I 11 ................. I I I I , I —.I — �� - — ----- - Z7. . -"I.M01MIMIMIMM"O�W lw� � 11 — — Z ---- — - .--�-� -1 . .... I.' . — — — — — -------------- 7 — i — 4 . ..... — 11 I I 1-1 � -11`1� I - -,� 1-- _ ..... - ......... - - --------- - , Z:": ............... ..","",""""""'ll""I"�� ..... ;;F, .. I 11- -----,----!!!!!! . ................. ..... "I'll, I � - ",'"','"""I'll- 1-1 2,11 . ... . .................... ...... f, , , �" ... ... ... '. - -,, - , - I "' i s ,,� '� IF, , ,,7 /,7 -77 I 11 . fi� . .... I -- --- c� .. ..... ...... —.hi ,F �� --.- - - `7 If ,, . — --- ....... - ..... . . ...... - - ...... 7__�� — — — — — - — "' -= ..... - I , I -1 E-I.P I 0 1. I - - - - - -,,,-,,,-,::: .... �., I � -� � I ill � , ; I - ......... .. � ............................. .......... . ...... i 4� :=, -- ... = - .... . .. �111 — — --------- ===:::� '-"- FFIF` - � ......... - I / 11 � A�e IV i .. , -�- . . .................... - - , - - I P 4-111.r. �11111111, -, - , " I I f � .......... " .. ............... -.- JR .1 2.11 1-- I -M--it .... ::� -... - , - ,,,, - V- � � ............ . I 1,'Ll . ......... ......... " = . ..... - . .... - - �- . ....... ,- G8.ml- - - "I I I 11 I " I Ji , I I - 7111�1 . I : I E.I.P. -�- R Ri ... -1- � -11 ................................................ -, . ....... - .-.- -..., -..- .!, ".�!� - 1� I ,,,- f- J : I" F t I %AL11 " %d".. 11-1 � $,1! Y 11 � 1 $ 1 - , 1� 11 , I �11 I , I , - I --. "', � $1 N", -,- - . ........ . . .... -- -- "VV . . ....... ........ � .-I'.- -".- �, , , " �,,, I : I Iff/I I'll I Is i I s 1 -v- 31.90 --------- SO 1* I I - i , I 11 I I f 1-1 I "I I - - I I/ i I 1, I -,- . . . ..... . .. . ....... . - ...-.. . ...... -..- 9* 1 lzf�"-V- I "' � -�,- I t i ;,, i �-� � " 1�' ; ,,,, -W ,�, I " --� ,� i vi , � is, 1 - ------, ,��, '. 'I- ,� �', 11 I 11", I" ""111 I , -FF' ,,� , " - �., i 1, I � , 11 I , I I 1 , i � I .I..,..- - .. -.-, --", .1 "', - " 171F, / , -/ I IF s FF&,, � - ,I i. � -051 ON . . . . ....... '... - I �111' ��,, "', , i I I 11 I � 1, -�- " , N85' �, �, �11 , ,` "- � ! ; I i ; 1-- LOT 202 - - LA, �, i _I �- ...... - I.. - , �,, �,, � I , I 11 uw - � , . ..... .... . -- -.- .. - ". ,-- " ��, - -1 - ,,- ,.,,' ,.,, "', " I ! ! ", 11 I I ( 'i Is / ( " I � 1 I I f " / " 1 11 1-C ... ,'I i J.. , LOT 203 C -- ...... - ..-.. ...... . ... . . ..... . -1 - - - I ,, , � � I : F I I - --� ..... . .. . .... - .111' 11 I . ,11 " , !, " I ,,, I I I I EAST PARK , I ,- *1-0- 1 , -1 11 Ili ; i ? ,,, � I , F, -I.- --.11 ��- I -'- - -, -- - - ! - , -i - , rri - .. - " ,,, , � I / . t � UW i i 1 -.1. - >", I ,11 � I i I ; I I U i 4 i,i i EAST PARK -----7 ..... - -.- - . ...... - .-,.. I , I I I 1 1 " I I ! / I RTH , --.- ...-, -,", .,-- I .�11 I I I 1 1 1 iIs � I. 1. I -..- - "I - , F � , � i is , , W .,�,, � .... - 1,, t , , ,�, f i , I I I 1; I " � ...... I "I "I "I I'll, . I I i � , I , , i I i , 64 BYBASS NORTH ------------ 7:1 - - - I I � I 11 � i / , Y I I I - 1 - t I $ ; -..- , - - ------ -.---, �,,, "� I/ ! , ,� 1 1 s i- i , � , ...... I : , i / i , , , I I 1 4210 GLOBAL ST. - I � 11 I - � 1 1 _LLI--'�1' 1��. ,�, , � � I I . I � / I I , 0" �. 1 4211 GLOBAL ST. --.1. � I � i - ,:, il i I - - i i 1 � : I $ i ; 1 I I , � , ,q- il � i I / 11 - . i i : ZONING: IND-1 � 1 - og, - - � ( , I I . � ! / "', 4 - -- �. i I -1 I- `-, "I "I I- '--, I 11 i I I 11 I � " is $ � , � I � I ZONING: IND - �, I � , W � i I i , EX. USE: VACANT is , I i a F F - ,- � , , i I 11 1 I " I 11 a F a ��. � Is M i mi . 4 1i i V, i � - I I � Rz , - , � I , i ,,, j 3�', ri � I .11 1---� L0 4 " , : 0, 4 W, r.- " I I i . . i � � I . 1 $ i , " ( I � -)i, � - I � - i , i - 0 , .1 i An n " I � I M (L ",- � , " - I � I I i - 01 -1� 'f - � I o � a � -i , - I i lio � -;7 i I � --O� d� t I i ,I -111, $ 1 i $ 1 1 .1mi , '�'i i I � I I I i I I I t I I i � $ i I i i q s� 010 s� is � I i i i I � - ... 11-1---.-, , -,�-�Mk ....... - . ...... i i Is � i Is I � I - I I 40' 0. 40' 8P 1 i-MAIIIIIIIIIIIIIIIIII I SCALE: 1" = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES EX. USE: WAREHOUSL .1 - � -, I 11 i I s ! I 11, , 1 i I 9� , I- I, 1 I I i / / j L, CD I � C) ;z -q- �s C14 I- �-- en CD 0 C14 0 r- _j PI) L, =#= I I I I rn a v rn rn C) 0 a Z g a -I i 0 U W ° J I O M � j CL C) 0 CL m N m / m M N m M O Q I N F5M-0 _ o dNc -0 0 Omm w-. p j NI mao z W H Q � O � 210 190 180 175 n p" Ult n �r n AV 4t r. w n� rc r r IT / w ww Rl IT `11m') i r I n } AMY f rrvw If r z vrc / Fyn fff ' nv / n fgF x w n� �€ 1 q mm SECTION AmA ti 210 210 190 190 180 180 175 175 PONDING TOP OF EL. =198.6 2" INFLOW PIPE WALL= 201.00 INFLOW BYPASS TOP OF G TOP OF L= 198.63 WALL= 199. TOP OF WALL =19 .63 PONDI G 1 TOP OF WALL = 199.6 REINFORCED BAFFLE WALL 12" GRAVELSURFACE, 12" INFLOW EL. =1 8.63 FL 18" SAND MED , 6" CONC. BAFFLE FL= 198.6 = GRAVEL SECT10 X IV CONC. BAFFLE SEDIMENTATION EL= 202.68 AROUND UNDERDRAIN PROP. GRADE CONC. BAFFLE 12" GRAVEL SURFACE 9" GRAVELS RFACE, EL= 192.93 BASIN SAND FIL 18" GRAVEL SAND MEDIA, 6" SECTION . I "" s•:'.� ' EX. GRADE GRAVEL SECTION EX. GRADE AROUND UNDERDRAIN 4" L ;Y •' "� AROUND UNDERDRAIN FL= 189.93 4 " U AIN SAND I _ T GRADE PROP. GRADE F 189.93 GRADE \ EL= 189.93 EL= 189 3 Z\ EX. GRADE n p" Ult n �r n AV 4t r. w n� rc r r IT / w ww Rl IT `11m') i r I n } AMY f rrvw If r z vrc / Fyn fff ' nv / n fgF x w n� �€ 1 q mm SECTION AmA ti 210 210 190 190 180 180 175 175 SECTION BmB ✓ , , 210 210 ✓, %�'.�. 190 190 180 180 175 175 SAND FILTER BASIN ##1 zd v , N r. ..... ...nt PONDING TOP OF EL. =198.6 3 WALL= 201.00 INFLOW BYPASS TOP OF G TOP OF WALL= 199. 3 WALL =200. 0 1 12" INFLOW PIPE REINFORCED BAFFLE WALL 12" GRAVELSURFACE, 12" INFLOW PIPE PINNED AND GROUTED TO FL 18" SAND MED , 6" CONC. BAFFLE FL= 198.6 = GRAVEL SECT10 SLOPE CONC. BAFFLE BASIN EL= 202.68 AROUND UNDERDRAIN PROP. GRADE EL= 201.68 2:1 MAX. P 9" GRAVELS RFACE, SLOPE SAND FIL 18" SAND MEDIA, 6" PROP. GRADE BASIN GRADE EX. GRADE GRAVEL SECTION EX. GRADE REINFORCED CONCRETE 4" UNDERDRAIN 4" L ;Y •' "� AROUND UNDERDRAIN FL= 189.93 SAND FI R SAND FILTE L GRADE GRADE EL =199.3 3 EL= 189.93 FL= 199.93 SECTION BmB ✓ , , 210 210 ✓, %�'.�. 190 190 180 180 175 175 SAND FILTER BASIN ##1 zd v , N r. ..... ...nt SECTION CmC 130 220 220 210 210 200 200 190 190 180 175 180 PONDING EL. =198. 3 INFLOW BYPASS TOP OF OF G TOP OF WALL .63 WALL =200. 0 1 12" INFLOW PIPE REINFORCED BAFFLE WALL 12" INFLOW PIPE PINNED AND GROUTED TO FL FL= 208.41 SEDIMENTATION CONC. BAFFLE FL= 198.6 = - SLOPE CONC. BAFFLE BASIN EL= 202.68 11 SAND FILTER PROP. GRADE EL= 201.68 5'X5� RIP R P 9" GRAVELS RFACE, PAD SAND FIL 18" SAND MEDIA, 6" SAND FILTER BASIN GRADE EX. GRADE GRAVEL SECTION GRADE REINFORCED CONCRETE EL =199.3 4" L ;Y •' "� AROUND UNDERDRAIN SECTION CmC 130 220 220 210 210 200 200 190 190 180 175 180 SECTION DmD 130 130 210 210 200 200 190 190 180 180 All Z TT SAND FILTER BASIN #1 � A V EX. GRADE EX. GRADE PROP. GRADE INFLOW BYPASS PONDI G - EL =2 8.43 1 12" INFLOW PIPE REINFORCED BAFFLE WALL EL= 208.43 PINNED AND GROUTED TO FL FL= 208.41 SEDIMENTATION CONC. BAFFLE = - CONC. BAFFLE CONC. BAFFLE BASIN EL= 202.68 11 SAND FILTER EL= 201.68 N EL= 201.68 9" GRAVELS RFACE, SEDIMENTATION SAND FIL 18" SAND MEDIA, 6" SHAFT STEPS UNIFORMLY BASIN GRADE GRAVEL SECTION BASIN REINFORCED CONCRETE EL =199.3 4" L ;Y •' "� AROUND UNDERDRAIN ° SAND FI R 12" OUTFA L GRADE FL= 199.93 EL =199.3 3 4" UNDERDRAIN FL= 199.93 SECTION DmD 130 130 210 210 200 200 190 190 180 180 All Z TT SAND FILTER BASIN #1 � A V SECTION EmE 230 230 210 210 190 190 180 180 SAND FILTER BASIN ##2 PROP. GRADE EX. GRADE INFLOW BYPASS PONDING G EL. =2 8.43 1 INFLOW PIPE REINFORCED BAFFLE WALL " GRAVEL SURFACE, PINNED AND GROUTED TO FL =208.41 SEDIMENTATION MANHOLE (BOTH ENDS) - TO SURFACE CONC. BAFFLE BASIN EL= 202.05 11 SAND FILTER RAVEL SECTION ROUND UNDERDRA N EL= 201.68 FL= 199.93 SAND FIL SEDIMENTATION SHAFT STEPS UNIFORMLY GRADE SPACED AT 16" o.c. max. • BASIN REINFORCED CONCRETE EL =199.3 4" L NDERDRAIN WALL BAFFLE PINNED EVERY ° SAND FI R ° Q; v GRADE ° ° EL =199. 3 SECTION EmE 230 230 210 210 190 190 180 180 SAND FILTER BASIN ##2 SECTION FmF INFLOW 230 210 190 180 NOTE: 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES PROP. GRADE EX. GRADE INFLOW BYPASS PONDI G EL. =2 8.43 REINFORCED BAFFLE WALL " GRAVEL SURFACE, PINNED AND GROUTED TO SEDIMENTATION MANHOLE (BOTH ENDS) 8" SAND MEDIA, 6 TO SURFACE BASIN EL= 202.05 11 SAND FILTER RAVEL SECTION ROUND UNDERDRA N SPLITTER BASE PLAN FL= 199.93 SAND FIL TER SHAFT STEPS UNIFORMLY GRADE SPACED AT 16" o.c. max. • REINFORCED CONCRETE EL =199.3 4" L NDERDRAIN WALL BAFFLE PINNED EVERY ° FL= 99.93 ° Q; v ° ° SECTION FmF INFLOW 230 210 190 180 NOTE: 1. SEE COVER SHEET FOR LEGEND. 2. SEE SPECIFICATION SHEET FOR GRADING AND DRAINAGE NOTES SEE A.S.T.M. C -478 FOR MIN. STEEL REQUIREMENTS. FLOW SPUTTER MANHOLE BASIN ##1 SCALE: N.T. S. REF. DWG. INFLOW BYPASS REINFORCED BAFFLE WALL i PINNED AND GROUTED TO m I MANHOLE (BOTH ENDS) TO UNDERGROUND I SAND FILTER EL= 209.56 FLOW SPUTTER BASE PLAN � ° A "m 4" MIN. THICKNESS REINFORCED CONCRETE WALL BAFFLE PINNED EVERY ° 6" SEE A.S.T.M. C -478 FOR MIN. STEEL REQUIREMENTS. FLOW SPUTTER MANHOLE BASIN ##2 SCALE: N.T.S. REF. DWG. INFLOW BYPASS REINFORCED BAFFLE WALL PINNED AND GROUTED TO MANHOLE (BOTH ENDS) TO SURFACE EL= 202.05 11 SAND FILTER toe FLOW SPLITTER BASE PLAN e SHAFT STEPS UNIFORMLY 4" MIN. THICKNESS SPACED AT 16" o.c. max. • REINFORCED CONCRETE WALL BAFFLE PINNED EVERY ° 8" ° Q; v ° ° SEE A.S.T.M. C -478 FOR MIN. STEEL REQUIREMENTS. FLOW SPUTTER MANHOLE BASIN ##1 SCALE: N.T. S. REF. DWG. INFLOW BYPASS REINFORCED BAFFLE WALL i PINNED AND GROUTED TO m I MANHOLE (BOTH ENDS) TO UNDERGROUND I SAND FILTER EL= 209.56 FLOW SPUTTER BASE PLAN � ° A "m 4" MIN. THICKNESS REINFORCED CONCRETE WALL BAFFLE PINNED EVERY ° 6" SEE A.S.T.M. C -478 FOR MIN. STEEL REQUIREMENTS. FLOW SPUTTER MANHOLE BASIN ##2 SCALE: N.T.S. REF. DWG. 1. AV q-A A ,§-zz" If 11 F J IF loop A LOT 3 IR NEW HOPE DEVELOPMENT 17.257 ACRES 4200 GLOBAL ST. IF ONION NG: "IND-1- ............. ji B ULK DISTRIBUTION 77777-77» p -_--- REHOUSE - - -------- "A. N N F, AV N FA 'FIF IF Fir fIF ,F J IF JIF N, JIF A A 1IF 'IF !IF A FF AV for F A F IF FFf For �j AF 'Ay go j A. do 4 le A -4 le e V11.11-f -- Affs 6fT - , go jFPcv X le � oil 6 A, IF v poll " Fill .or .. ..... . (b A( I cl. i dir -gp .44 Ao I p LOT 4 NEW HOPE DEVELOPMENT 8.035 ACRES 4201 GLOBAL ST. ZONING: 1 EX. USE--,V A%NTX A AN A AV,, . ....... . EA. P. A A le eel? FF ggj� Foo. .......... V.} .. 77- A v fiF I A godF l , 9. jF 'll o. .... .... ....... Liu- ... _j j, di- Cb I'm .� 1-75 ...... �j e A? 01,6 Flo 47A6 t66 &j',' - - - p 9",Ad'I '43 JO '4 7 IF; li "N"i N2 j t Af� dp.......... IyAol Flip .so-'\ ^� �� A: N PF Kok ma J�U cv Add go, Aln;I led Vdir, ... "'INAF MH ol":,op" !A A f A do: 6 UT e Id, 4l j? Jf ijj�f r3 VA A, A-§ or o., A. e r A N L'InAtm pf / V A jIl j, lh, JJA gy A 5-1 j IF e A Ill 1. IF A. looIl A do or ,of I of do V '.1opool or a �j 0- V or 0, goy"', j, jil ... R oil 12 i 8" FIRE LINE WITH 375ABGVIC RPZ BACKFLOW PREVENTOR IN ABOVE 0-EX FIRE GROUND HOT BOX. 4"X5" STORZ if AIl f JAAoF i;� CONNECTION IN HOT BOX HYbRAN ld ll- A H o. REMOVE EXISTING WATER UANW0 e d 'or NEW WATER SERVICE CONNECT] AAA A J TO EXISTING 8" STUB j7 IR oe, � of 9 dF J. 4: X11 ji CONNECT TO EXISTING 8" STUB 0 f d BEGIN 2- WATER (DOMESTIC) A ## fj A' 12 MET ET`E E.I.P. 2' DOMESTIC LINE WITH FEBCO 825Y BACKFLOW PREVENTOR IN rlI Q 1# 4 FIBERGLASS HOT BOX e� A A Ar LOT 4 !111 NEW HOPE DEVELOPMENT I # Ae 00 Ij Ad!( 4204 GLOBAL ST. /IF jr Ill l 'di, 1 f ZONING: IND-1 If A al j, IF! A` 4' DIA. MANHOLE A VACANT IF TOP=216.47 EX. USE: INV. 8"=207.71 1 m) ottv j�o 1-FIAP3 ...I . I 39LF al PV REMOVE EX. 6" STUB -IIJ H INSTALL 8" STUB CONNECT TO EX. MANHOLE �roo INV. 8 "= 207.51 L 176 94: 1 1 1 I �SAWC?T OOLF 8"1 PVC 0.50� (PRI ATE) R=�65 I! w DE A=27*46'29" CH=175.21 0 ' N71'12' IF I I IF 99.93 9&43 G - 1DFUTURE 2 OFFICE SPACE cn °I I E.I.P- Al DIA. MANHOL low RE 8 TOP=215 A INV. 8"=20 20 21 U i VIA 'A . ................. .................... ........... ........... - 0 �F .. I . ... 'OF .... - ... ..... ..................... . .................... ... ........ .. . j E 9F .9 0 2"X2- I ,, 2- I N85*05'1 9"W 0 LOT 202 VERTICAL BEND '1� EAST PARK I FlAw F TEE, 8 8"X8" TEE, 8" CD 64 BYBASS NORTH flul 4210 GLOBAL ST. VERTICAL BEND ZONING: IND-1 !III 001i C-41 cn EX. USE: VACANT cn MID m C-3 CN -iM N M u') C14 0 noj ma C-4 cn I O ate,..., 0 C1 0 W3 V) Z ................. IF NEW GAS SERVICE ADDITIONAL WAREHOUSE BUILDING AREA = 35,145 SF FF = 215.00 �9 89LF - 8" PVC 0 /-0.50% (PRIVATE) 2' DOMESTIC SERVICE 1 OOLF - 8" PVC 0 8" FIRE SERVICE FO.60% (PRIVATE) ) T OP=21 i.1i I TO P= 217.40 INV. 8"=209.25 8 2 1 INV. 9.85 /F- FIRE HYD 1 OOLF - 8" VC 0 O.60% (PR1111I APPROX. LOCATION OF GAS CONNECTION TIRE WAREHOUSE BUILDING AREA = 65,010 SF FF = 215.00 LOT 2 NEW HOPE DEVELOPMENT 9.433 ACRES PIN 1723991957 4205 GLOBAL ST. . 00.0 000, 11"0" OFFICE SPACE (2,200 SF) FIRE HYDRA RESTRAINED TEE AND VALVE PER DETAIL W-15 CITY OF RALEIGH DEPARTMENT OF PUBLIC WORKS ZONING: IND-1 B" FIRE SERVICE EX. USE: VACANT 2" DOMESTIC LEANOUT G SERVICE PROP. USE: WAREHOUSE 'CLEANOUT F TOP=216.74 TOP=218.51 5 49LF - 8" PVC 0 INV. 8-=210.45, 0.60% (PRIVATE) 1 OOLF - 8' PVC 0 10OLF - 8" PVC 0 1 OOLF - 8" PVC 0 0.60% (PRIVATE) F0.60% (PRIVATE) 1-0.60% (PRIVATE -8"W - 8„ p-2 2 svo -8"W low 8"W- Ott 2"W SEE MEP FOR COORDINA110 A k Algol U UE-UE imv R"=,)lg nn F: mom 11MMMMMMMMMMAEMMMW-E TOP- 214.97 TOP=214.11 8 "- 211.65 INV. 8"=211.94 2" 90* BEND FOR DOMESTIC SERVICE 8"X8" TEE FOR- FIRE SERVICE 6'X8" REDUCER . ....... .. ......... ........... 77 ...... 777 ..... -------- . ........... . ....... �� le -1-1111111 ............. ................. ................ CLEANOUT C U %, 1008.39 TOP=214.87 8" X 6" TEE S09*1 1'36"W INV. 8-=208.65 LOT 203 INV. 8"=208.65 EAST PARK m 64 BYBASS NORTH 4211 GLOBAL ST. ZONING: IND-1 EX. USE: WAREHOUSE 3LEANOUT H DIA. MANHOLE I TOP- 214.97 TOP=214.11 8 "- 211.65 INV. 8"=211.94 2" 90* BEND FOR DOMESTIC SERVICE 8"X8" TEE FOR- FIRE SERVICE 6'X8" REDUCER or F� % _A. A Ln '03 0 LLJ LLJ 0 L'i 40' 01 40' 80, SCALE: 1 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR UTILITY NOTES 3. MAINTAIN A MINIMUM OF 10FT HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER LOT 1 10 CITY OF RALEIGH WILDERS GOVE LANDFILL ZONING: IND-1 EX. USE: VACANT ,rn rn rn OD C)D 01 U4 rn C) cp ELISE € co 00 .................. E.I.P. E-P. NEW ELECTRIC SERVICE SEE MEP FOR COORDINATION] AND CONTINUATION C71 01 O 0 S. I 0 U U 01 ELQ EL o Q _j I d M N 0 M Q C) I N o 04 N C U, p N M a' z W H Q = O \`A \ \\ BACKFILL 6' OF #67 STONE/ WHEN ROCK OR WATER IS ENCOUNTERED L I I I I I I I I I I I I, UNDISTURBED S ❑IL /MINIMUM SIDE 6' O.D. OF PIP 6' CLEARANCE NOTES, 1. Trenches requiring shoring and bracing, dimensions shall be taken from the inside face of the shoring and bracing. 2. No rocks or boulders 4' or Larger to be used in backfill. 3. ALL backfill material shall be suitable native material. 4. Backfill shall be tamped in 6' CITY OF RALEIGH lifts. DEPARTMENT OF PUBLIC UTILITIES 5. Achieve 95% compaction in backfill. TRENCH BOTTOM DIMENSI ❑NS & BACKFILLING REQUIREMENTS FOR DUCTILE IR ❑N SIG, N❑. REVISI ❑NS IDATE IREVISIONS I DATE �_,_•� 3 -1 -87 RRH 3 -31 -00 W �IfW. — — ARR —1 S -ns PROPERTY MINIMUM 36' HORIZONTAL CLEARANCE LINE /FROM ANY OBJECT, FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED TOWARDS FIRE TRUCK ACCESS, TRAFFIC FLANGE BETWEEN 2' - 6' ABOVE GRADE 5' 3' -6" CURB AND GUTTER SIDEWALK L / PAVEMENT VALVE B❑X___� 6' GATE VALVE `0 COMPACTED BACKFILL CONC. THRUST N (TAMPED IN 6' LIFTS) BLOCK r 6' MIN. BRANCH ,PIPE' *;k MAIN . .../ ^ 11 \ \/ '1111...! C ONC. SETTING SLAB 3/4' HOT DIPPED 1' -3'x 1' -3'x 4' THICK ALVANIZED BRIDLE 1'- 0' ROD MAY BE COUPLED 3000 P.S.I. CONCRETE ONCE. THRUST BLOCKING 7 CU, FT. CRUSHED NOTES: STONE MIN. NDISTURBED EARTH. 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150 -96. 3. 6" GATE VALVE SHALL BE AWWA C500 -86 OPEN LEFT. 4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN 1OFT FROM HYDRANT AND POURED IN CONCRETE. 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FOR ADJUSTING THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. W -4 CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD EIRE HYDRANT INSTALLATI ❑N DETAIL - VISI ❑NS IDATE IREVISIONS TbF ABB 1 4-6 -04 I.D. PIPE 'A' H 'C- 6'-16', 20' -24', 30' -36', 48' THRUST COLLAR 1' -4' 1' -7' e' 3' 4' 48' 6 greater 1' -8' 1'-9' 6' ° Checked By: JTR Y Q 4'e oo U X: .° 11108 1 o N Z o • °.e• '•1111' 1 1 J 1111 1 PU 2,207 1 2 2 1 1 1 v� LL • ' p 1 450 4,328 1 2 3 3 Q :D 1 2 1 5 P 90° 7,996 I C'S H W 4 5 1 1 2 8 A z 1z Q� o 5,655 2 ~ W U 4 1 1 W z �owo Q 1 ,.o a..•• J Q 4° .a .V 10 J J LLJ Pal L7 P4 / 11 1/40 > o l!7 PEI 1 2 a.o Q. 1111• O 1 2 4 a' ° 1 "X" BAR UNDISTURBED SOIL 3,922 'a � (�° °o0 °O° o 0o 1 LLJ 1 •': g > 45° ap 2 4 5 1 1 2 8 1 ° > 14,215 .: ,.: °,� 1111 ,1111. ••� 8 9 2 2 4 15 2 PLUG 10,053 3 5 6 2 2 0000 0114 10 1 12" LD :1111 11 a O/a('�),`•'� et��e•�. •VO *Vv •�'••i� O 11 1/40 e•, •'�:.v ert�'S'••i , •iO•N ::M 2 3 3 1 1 2 5 00° °O° oG fn 1 22 1/2P 8,826 3" MIN. 3" MIN. "Y" 5 PCI `p 2 BAR 3 9 CLEARANCE "B" CLEARANCE 450 17,312 5 9 11 3 3 REINFORCING REQUIREMENTS 18 o V p 2 I.D. PIPE REHAR SIZE 'X' BAR LENGTH 'X' BAR WEIGHT 'Y' BAR LENGTH 'Y' BAR HEIGHT ND. REQUIRED 8 6' - 36' •3 2' -2'+ O.D. PIPE 1.043 LBS /FT 1' -1' LI LBS. EACH X -24, Y -12 14 48.6 greater i6 3' -0'+ O.D. PIPE 1 1.302 LBS /FT 1' -3' 1.9 LBS. EACH X -24, Y -12 THRINT rn I AR. ANn THRl1ST SCHFn[11 F I I I.D. PIPE 'A' B. 'C- 6'-16', 20' -24', 30' -36', 48' 6' - 36' 1' -4' 1' -7' e' 3' 4' 48' 6 greater 1' -8' 1'-9' 6' NOTESs 1. SEE STANDARD DETAIL W -9 FOR THRUST BLOCK LOCATIONS. 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W -3. 5. BACKFILL TAMPED IN 6' LIFTS PER CITY OF RALEIGH STANDARD DETAIL W -3. DEPARTMENT OF PUBLIC UTILITIES 6. WELDED COLLAR M FACTORY DED ONBOHSI ES ALONGBOTH THRUST BLOCKING DESIGN DATA EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS DWG. N❑. REVISI ❑NS IDATE IREVISIONS I DATE W-7 RRH 1 -21 -00 CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD THRUST BLOCK INSTALLATI ❑N FOR VALVES AND DEAD END MAINS WG, N❑. REVISI ❑NS IDATE IREVISIONS I DATE W_8 Y.C.A. 4 -12 -90 D.W.C. 9 -7 —' c_00 I PPW z O H I- U LLJ 0 ly- LLJ z H LLJ LLJ LE '_LE W/ RALEIGH SEE DETAIL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD EIRE HYDRANT WITH 50 ST❑RZ PUMPER NOZZLE WG. N❑, REVISI ❑NS I DATE REVISI ❑NS I DATE W-5 2-1-87 ABB 7 -21 -( ooU _nn - a • 'd d M \- $ W Y U 0 J M F- Of W 2 Q✓- D LL_ Q LLJ Pq LLJ O 1J7 L3 � z Q o (LJ M F- ¢ W Ld V) �••� U C1 Y Q Z d F Q C F U F Z U Z ,J 0 U M H= Z y ::: Q~ U La as zf =3Lj ELI J J p -J 3~ M p Q U vii yaLj v)�a U W W Wo-Zr V) P, Z�F FlW w wW_ �=Q�3Nwa Lj U UAL` Z< 0;Z H Ld O F~ Q' Z Ld Ld J U J J U F U L) _j FQyR1 <<C3 °z.: cv °° aW oiV C30 w W PQ CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD THRUST BLOCKING VIEWS REVISI ❑NS IDATE IREVISIONS IDATE 13-1-871 RRH 3 -31- 1 \.i r a -7 -aa W -9 1 9/16" OPERATION NUT 2 1/2" OUTLET THREADS /16" IS REACTI ❑N BEARING AREAS BASED ON FOR TEST HORIZONTAL WATER PIPE BENDS PRESSURE OF 200 P.S.I. o 'd ?1111 -. ALL AREAS GIVEN IN SQUARE FEET. e ?q Air 00 00 ti= C' SOU O�J� \�� Q �q q '� �O 5 \ Q 5 O 5 � 2 °o Q �P V �v V / 5P ,\Q J� q�" o° �'` C2 C5 6" ° Checked By: JTR 4'e oo .A 11108 1 O 1 1 1 � 2 W Y U 0 J M F- Of W 2 Q✓- D LL_ Q LLJ Pq LLJ O 1J7 L3 � z Q o (LJ M F- ¢ W Ld V) �••� U C1 Y Q Z d F Q C F U F Z U Z ,J 0 U M H= Z y ::: Q~ U La as zf =3Lj ELI J J p -J 3~ M p Q U vii yaLj v)�a U W W Wo-Zr V) P, Z�F FlW w wW_ �=Q�3Nwa Lj U UAL` Z< 0;Z H Ld O F~ Q' Z Ld Ld J U J J U F U L) _j FQyR1 <<C3 °z.: cv °° aW oiV C30 w W PQ CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD THRUST BLOCKING VIEWS REVISI ❑NS IDATE IREVISIONS IDATE 13-1-871 RRH 3 -31- 1 \.i r a -7 -aa W -9 1 9/16" OPERATION NUT 2 1/2" OUTLET THREADS /16" IS REACTI ❑N BEARING AREAS BASED ON FOR TEST HORIZONTAL WATER PIPE BENDS PRESSURE OF 200 P.S.I. Job Number: 12 -0099 ALL AREAS GIVEN IN SQUARE FEET. ?q Air 00 00 ti= C' SOU O�J� \�� Q �q q '� �O 5 \ Q 5 O 5 � 2 °o Q �P V �v V / 5P ,\Q J� q�" o° �'` C2 C5 6" Checked By: JTR 11 1/4° 11108 1 1 1 1 1 1 2 1 22 1/2P 2,207 1 2 2 1 1 1 3 1 450 4,328 1 2 3 3 1 1 1 2 1 5 1 90° 7,996 2 4 5 1 1 2 8 1 PLUG 5,655 2 3 4 1 1 2 6 1 8" 11 1/40 1,970 1 1 2 1 1 1 2 1 22 1/� 3,922 1 2 3 1 1 1 4 1 45° 7,694 2 4 5 1 1 2 8 1 90° 14,215 4 8 9 2 2 4 15 2 PLUG 10,053 3 5 6 2 2 3 10 1 12" 11 1/40 4,433 2 3 3 1 1 2 5 1 22 1/2P 8,826 3 5 6 2 2 3 9 1 450 17,312 5 9 11 3 3 5 18 2 90° 31,983 8 16 19 4 4 8 32 4 PLUG 22,619 6 12 14 3 3 6 23 3 16" 11 1/40 7,881 2 4 5 1 1 2 8 1 22 11L9 15,691 4 8 10 2 2 4 16 2 450 30,779 8 16 1 19 1 4 1 4 1 8 1 31 4 90° 1 56,861 15 29 35 8 8 15 57 6 PLUG 40,213 10 21 1 25 1 5 1 5 1 10 1 41 5 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 9CP TO THE THRUST VECTOR. USE 6' - 90o BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. DWG. N❑, W -10 CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES THRUST BLOCKING DESIGN QUANTITY TABLE REVISI ❑NS DATE IREVISIONS DATE D.W.C. -23 -9 ecwr... 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com COLE Design Ghoul, Inc. 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS & ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax 6� 0 U LU LU z N 0 H J W Z W Z CU O O N 2 (n U � C7 O z O .� � CU PROFESSIONAL ENGINEERING CORP #C -3736 �Nll III d��'r /'r ��` °tea ®'FE5S1 • • a 9 �'�,r S ® 0381 ` a � a 1111 ., ®® ®1'44, ES Bf1114Ro`��`� 08/09/2013 1 2 Drawing Title: DETAIL SHEET C7.0 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: DETAIL SHEET C7.0 3 rn C) O 0 a. I 0 M U CD va O Q Ln CNI 0 17 N M m¢ I O w ~ p`� O N N CF O CU- o�� M C3 z w O Pa � U g Z W J N co DD O U W U O ¢ X W V) W Q Q �> V) W Pq ¢ Lq W V) =Q 16" 6 W W �WO= p Z ~ U W z ¢ WV) o3LL \ � � o A o EL G Pa v=ioi+) °' 4: ° Pq o� Pa W W P) p a`4' a- •.d r •a w F wp .a•o Z •a• v � Q-' �., H z ~ pQ 2 H J .•' o • a � Q Hw 3 W U • W ,Z-, f �w z Q U W °V) Q Pq W o ¢v~i W J Pq Q W N_ 0� I— M u7 pp � M Li d � CE N � Q M t0 N o' 0� QW (� U UH =o v o G H _ ° W H z D W f (n N ¢ M 3 2 Pa W � I—WU •p - z W D V) p A z ~ M W p J NOQJ 4•; ..� 3 z w Pq W Pq — Q L� e v H Aq ¢z�� V) N WU �} .6.'s ¢ z Pq� ¢ o _jW W° W z p N J z W Q W p �ZJ0 z W Q Q' NNHm I— p'�' w � s N � p N V) W l7 z Pq J L` W° g A Q w� w ~z o¢ Pa (n of ¢_ QWA / z >�Pq Q o of Pq N " J Q (� L7 ¢Pa a >W AILZ N w J w J= q° W Li1 W 2 U Z W p W H Ln ,,d '• W 0H ¢¢ LL- Q > " Z " I— 4 vj .6 � J Q ¢ U LL. L7 � J } \ V) Z w w¢ V) QZ z ° W F- 0 W Pa U a U Z z �° o Z W P-1 (Wn w °o w z Z = ° W ° Q C2 W " p w M = 3 LL. Ne M W p p 0 Q J ~ IL p z m Pq ,� O 0 Pq Pq W J p ('0) •� w J H Pa Pq fn z 3 JN U W J = U¢ Q W a Z QQ W Pq q U V) Z J 0 >- W W HO Q Q J Z ND W h o U� J U W Ld j w C� W J 3 �p o Pq p z z Q W / U ¢ O Z W � Pa 2 U J � �a ° H W QH U ¢ V) Q Q Z U 2 U • V) V) Q M o w Z w COO) ° Z w Q D a, J w z V) � a W H° W U ,v..., S Z N U W f W I Lo • 4 N M D, Q. Q a v J = o ~ U ° v CITY OF RALEIGH I 3 = a °z DEPARTMENT OF PUBLIC UTILITIES Uj STANDARD VERTICAL BEND DWG, N❑, REVISI ❑NS DATE REVISI ❑NS DATE ABB 4 -6 -04 W-12 w O N � U g Z W J N co DD O U W U O ¢ X W V) W Q Q �> V) W Pq ¢ Lq W V) =Q 16" 6 Pq o�L3 W �WO= p Z ~ U W z ¢ WV) o3LL \ � � o A o EL G Pa v=ioi+) °' 4: ° Pq o� Pa W � v•. a. w F wp .a•o Z •a• v A W c� W Pa p L� p 0 z N � � 00 co DD 2 s a Q Q �> 12" 4 s, 16" 6 A 0• ' ' •° p X Z 8 z z 4'.: A 3 G Pa o °' p ° Pq o� Pa W � w wp Z •a• v H z ~ pQ Q Hw 3 W U ¢� �w z Q U W °V) Q Pq H o ¢v~i W J Pq Q W N_ 0� N ¢ > pp � M Li d � N N � Q M t0 N o' 0� QW (� U z O H p H _ ° W H z D W f (n N ¢ M 3 2 Pa W � Q a - z W D V) p rZi Q'' ~ M W IL W o 3 z w Pq L0 v w Aq ¢z�� V) _ L� ¢ z Pq� ¢ o _jW W° W z p N J 0 W Q W p �ZJ0 z W Q Q' C4 m w � s N � ` � N V) W l7 z Pq J L` W° g A Q w� w ~z o¢ ¢zV (n \ 4 :• Y W 4" 2 4. U i 2 s a Q Q �> 12" 4 s, 16" 6 W 0• ' ' •° p X Z 8 z < 4'.: A 3 G Pa o °' p — ID Pq o� Pa W � w wp •a• v WATER MAIN 4 :• Y W 4" 2 d U i 2 s a Q Q �> 12" 4 4 16" 6 W 0• ' ' •° 0 0 30" 8 8 36" 8 8 L.� 0 oZ 3 D D Pq o� Pa W � w WATER MAIN TEE GATE VALV 3/4" ALL - THREAD STEEL ROD (CUT TO LENGTH) 1' -0' M.J. NIPPLE J WITH GLANDS (MIN.) VALVE MAY BE BOLTED DIRECTLY TO TEE. • W SEE W -10 AND W -11 FOR REACTI ❑N BL ❑CKING CONCRETE L7 z 4" 2 2 6" 2 2 Z Q 4 12" 4 4 16" 6 W A 6 30" 8 8 36" 8 8 J 3 D Pq Pa W w wp ¢ z ~ pQ Q Hw 3 W U ¢� �w z Q U W °V) Q Pq �Z o ¢v~i W J Pq Q W H Z V) 0 ¢ > ~ V) M Li d Pq L,,•I O W J f D QW (� U z O H p H _ ° W H z D W f (n N ¢ M 3 2 r W � Q a - f Pq W D V) p rZi Q'' ~ M C" w IL W o 3 z w °a- w Aq ¢z�� V) _ w W ¢ z Pq� ¢ o _jW W° W z p N J _ Z W Q W p �ZJ0 z W Q Q' C4 m 5u- p° Q'w �W Z W > 3W W 4T IL Z p LLD W V) W l7 z Pq J L` W° g A Q w� w ~z o¢ ¢zV (n of ¢_ QWA uW z >�Pq Q o of Pq > ¢Pa >� >W AILZ N w J w J= q° W Li1 W 2 U m ¢ W W° H WHV)¢ W p W H Ln ¢ W 0H ¢¢ LL- '-' (Xj M 4 vj .6 � TEE GATE VALV 3/4" ALL - THREAD STEEL ROD (CUT TO LENGTH) 1' -0' M.J. NIPPLE J WITH GLANDS (MIN.) VALVE MAY BE BOLTED DIRECTLY TO TEE. • W SEE W -10 AND W -11 FOR REACTI ❑N BL ❑CKING CONCRETE NOTES: 1, STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED. 2. SEE STANDARD THRUST BLOCK. TABLES W -10 AND W -11 FOR CONCRETE. 3, CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. 4. THIS R ❑DDING REQUIREMENT DOES NOT APPLY TO AREA. ROD REQUIREMENTS BRANCH SIZE N ❑. OF RODS_ FIRE HYDRANTS. #3 TEST C OCKS #4 TEST COCK-\ FLOW FLOW #1 TEST COCK #2 TEST COCK 1, SHUT-OFF VALVES, CHECK VALVES, AND TEST COCKS SHALL BE STANDARD TO THE APPROVED BACKFL ❑W ASSEMBLY. 2. ALL ASSEMBLIES TO BE SUPPORTED BY A CRADLE, 3. ENCLOSURE F ❑UNDATI ❑NS SHALL BE CONSTRUCTED OF 4" OF CONCRETE OR 6' OF STONE. 4. ASSEMBLIES MUST BE ON CURRENT APPROVAL LIST. 5. 2 1/2" AND LARGER ASSEMBLIES SHALL BE FUSI ❑N BONDED EPDXY COATED INCLUDING SHUTOFF VALVES. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD DOUBLE CHECK VALVE ASSEMBLY DWG. N ❑, REVISI ❑NS DATE REVISI ❑NS DATE W -38 3 -1 -87 RRH 3 -31 -00 D.W.C. 12 -29 -99 A.B.B. 4 -13 -04 Pq X: W M Z � L` J Q W Q Q PqJ TWO �NJ Q, Zr J A � W l0 � W �Qw W�� w � 3 °N� � °~ ¢w ii � 3 w _ J Pa Q Pq M (� Q � f I� z \ z � o0 Q ° ' z 0N w � H w � � w J ~ W W LL' g � J J � o Q Q M W � W W o F- CL F- Pa �. 0 z � W F- N W o� Q � J ° Z p �a w N° z X Q r� = W pq J ~ z W Z � W W W � J J J � � A o� w j �a � z � w z= J W U, W F- W = N fA z LL. fn A 14 Q w W ° o � V) cq ° �� c4j Z 2 f Z w � M: oC) w ir ao w N a=j zZ o �7- W L0 w GO (n J W Ld N Q L7 ° F- z J W Z E N Y W A p U � � � M A CITY OF RALEIGH °o > ¢ o DEPARTMENT OF PUBLIC UTILITIES Z TYPICAL 6 "- 10" EIRE SERVICE � > AND D ❑MESTIC METER W/ BYPASS I rz DWG. N ❑, REVISI ❑NS DATE REVISI ❑NS DATE Q� W-30 A.B.B. 8 -31 -04 D.W.C. 11-18-99 I Y. C. A. 12 -31 -91 MINIMUM VAULT SIZE (INSIDE DIMENSI ❑NS) 4' 4' 9" x 7' 2" 6' S' 0" x 8' 2" 8' S' 2' x 9' 7' 10" 5' S' x 11' 6' METER ASSEMBLY MAIN METER ASSEMBLY 0 IRRIGATI ❑N LINE APPR ❑PRIATE BACKFL ❑W PREVENTI ❑N ASSEMBLY (ABOVE GROUND ONLY) APPR ❑PRIATE FIRE LINE BACKFL ❑W PRE. ASSEM. (ABOVE GROUND ONLY) 2, D ❑MESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6' OR LARGER FIRE LINES BEFORE FIRE DEPARTMENT C ❑N- NECTI ❑N IF APPLICABLE REDUCED PRESURE ASSEMBLY (ABOVE GROUND ONLY) THE BACKFL ❑W ASSEMBLY. 3. ONE D ❑MESTIC TAP PER FIRE LINE ON STREET SIDE OF FACILITATE FLUSHING WHEN NEEDED. BACKFL ❑W. 4, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO 1. SERVICE TAPS FOR 2' AND SMALLER D ❑MESTIC SERVICES MAY BE BY C ❑RP ❑RATI ❑N C ❑CKS, LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND VALVE ASSEMBLY AND 900 BEND, 10" 27„ ES OF COPPER SETTER WITH HIGH RISE BYPASS TH. IS MANUFACTURED BY FORD, MUELLER, OR A' McDONALD. (NO EXCEPTIONS) \ T " • BRASS CURB STOP , 6 NOTES 1. METER AS MANUFACTURED BY SENSUS OR NEPTUNE. 2. BACKFILL TAMPED IN 6" LIFTS. 3. REINFORCEMENT: #4 ®6" OCEW 4. CONCRETE: 4,000 PSI ®28 DAYS 5. ALL RPZ BACKFLOW PREVENTION DEVICES MUST BE INSTALLED PRIOR TO METER BEING SET. 6) ALL COPPER SETTERS ARE TO HAVE A BA TYPE SHUT OFF VALVE ON BOTH SID DIMENSION °A" Ili: METER 13 jK " 2 METER 17 COLE Design Group, Inc. 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS &ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax LU 0 LL U 0 z N H J W Z W CU Z O O N L (n U � O Z V7 -C-- O .� PROFESSIONAL ENGINEERING CORP #C -3736 N,CARdZ/'ro'r ��` °tea •'FE5S1 • •. 9 �'�,r • • • S ® 038 1 4®' ®ES Lu OW" 08/09/2013 1 2 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: DETAIL SHEET C7.1 4" 2 2 6" 2 2 8" 4 4 12" 4 4 16" 6 6 24 6 6 30" 8 8 36" 8 8 AREA. ROD REQUIREMENTS BRANCH SIZE N ❑. OF RODS_ FIRE HYDRANTS. #3 TEST C OCKS #4 TEST COCK-\ FLOW FLOW #1 TEST COCK #2 TEST COCK 1, SHUT-OFF VALVES, CHECK VALVES, AND TEST COCKS SHALL BE STANDARD TO THE APPROVED BACKFL ❑W ASSEMBLY. 2. ALL ASSEMBLIES TO BE SUPPORTED BY A CRADLE, 3. ENCLOSURE F ❑UNDATI ❑NS SHALL BE CONSTRUCTED OF 4" OF CONCRETE OR 6' OF STONE. 4. ASSEMBLIES MUST BE ON CURRENT APPROVAL LIST. 5. 2 1/2" AND LARGER ASSEMBLIES SHALL BE FUSI ❑N BONDED EPDXY COATED INCLUDING SHUTOFF VALVES. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD DOUBLE CHECK VALVE ASSEMBLY DWG. N ❑, REVISI ❑NS DATE REVISI ❑NS DATE W -38 3 -1 -87 RRH 3 -31 -00 D.W.C. 12 -29 -99 A.B.B. 4 -13 -04 Pq X: W M Z � L` J Q W Q Q PqJ TWO �NJ Q, Zr J A � W l0 � W �Qw W�� w � 3 °N� � °~ ¢w ii � 3 w _ J Pa Q Pq M (� Q � f I� z \ z � o0 Q ° ' z 0N w � H w � � w J ~ W W LL' g � J J � o Q Q M W � W W o F- CL F- Pa �. 0 z � W F- N W o� Q � J ° Z p �a w N° z X Q r� = W pq J ~ z W Z � W W W � J J J � � A o� w j �a � z � w z= J W U, W F- W = N fA z LL. fn A 14 Q w W ° o � V) cq ° �� c4j Z 2 f Z w � M: oC) w ir ao w N a=j zZ o �7- W L0 w GO (n J W Ld N Q L7 ° F- z J W Z E N Y W A p U � � � M A CITY OF RALEIGH °o > ¢ o DEPARTMENT OF PUBLIC UTILITIES Z TYPICAL 6 "- 10" EIRE SERVICE � > AND D ❑MESTIC METER W/ BYPASS I rz DWG. N ❑, REVISI ❑NS DATE REVISI ❑NS DATE Q� W-30 A.B.B. 8 -31 -04 D.W.C. 11-18-99 I Y. C. A. 12 -31 -91 MINIMUM VAULT SIZE (INSIDE DIMENSI ❑NS) 4' 4' 9" x 7' 2" 6' S' 0" x 8' 2" 8' S' 2' x 9' 7' 10" 5' S' x 11' 6' METER ASSEMBLY MAIN METER ASSEMBLY 0 IRRIGATI ❑N LINE APPR ❑PRIATE BACKFL ❑W PREVENTI ❑N ASSEMBLY (ABOVE GROUND ONLY) APPR ❑PRIATE FIRE LINE BACKFL ❑W PRE. ASSEM. (ABOVE GROUND ONLY) 2, D ❑MESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6' OR LARGER FIRE LINES BEFORE FIRE DEPARTMENT C ❑N- NECTI ❑N IF APPLICABLE REDUCED PRESURE ASSEMBLY (ABOVE GROUND ONLY) THE BACKFL ❑W ASSEMBLY. 3. ONE D ❑MESTIC TAP PER FIRE LINE ON STREET SIDE OF FACILITATE FLUSHING WHEN NEEDED. BACKFL ❑W. 4, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO 1. SERVICE TAPS FOR 2' AND SMALLER D ❑MESTIC SERVICES MAY BE BY C ❑RP ❑RATI ❑N C ❑CKS, LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND VALVE ASSEMBLY AND 900 BEND, 10" 27„ ES OF COPPER SETTER WITH HIGH RISE BYPASS TH. IS MANUFACTURED BY FORD, MUELLER, OR A' McDONALD. (NO EXCEPTIONS) \ T " • BRASS CURB STOP , 6 NOTES 1. METER AS MANUFACTURED BY SENSUS OR NEPTUNE. 2. BACKFILL TAMPED IN 6" LIFTS. 3. REINFORCEMENT: #4 ®6" OCEW 4. CONCRETE: 4,000 PSI ®28 DAYS 5. ALL RPZ BACKFLOW PREVENTION DEVICES MUST BE INSTALLED PRIOR TO METER BEING SET. 6) ALL COPPER SETTERS ARE TO HAVE A BA TYPE SHUT OFF VALVE ON BOTH SID DIMENSION °A" Ili: METER 13 jK " 2 METER 17 COLE Design Group, Inc. 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS &ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax LU 0 LL U 0 z N H J W Z W CU Z O O N L (n U � O Z V7 -C-- O .� PROFESSIONAL ENGINEERING CORP #C -3736 N,CARdZ/'ro'r ��` °tea •'FE5S1 • •. 9 �'�,r • • • S ® 038 1 4®' ®ES Lu OW" 08/09/2013 1 2 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: DETAIL SHEET C7.1 MINIMUM VAULT SIZE (INSIDE DIMENSI ❑NS) 4' 4' 9" x 7' 2" 6' S' 0" x 8' 2" 8' S' 2' x 9' 7' 10" 5' S' x 11' 6' METER ASSEMBLY MAIN METER ASSEMBLY 0 IRRIGATI ❑N LINE APPR ❑PRIATE BACKFL ❑W PREVENTI ❑N ASSEMBLY (ABOVE GROUND ONLY) APPR ❑PRIATE FIRE LINE BACKFL ❑W PRE. ASSEM. (ABOVE GROUND ONLY) 2, D ❑MESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6' OR LARGER FIRE LINES BEFORE FIRE DEPARTMENT C ❑N- NECTI ❑N IF APPLICABLE REDUCED PRESURE ASSEMBLY (ABOVE GROUND ONLY) THE BACKFL ❑W ASSEMBLY. 3. ONE D ❑MESTIC TAP PER FIRE LINE ON STREET SIDE OF FACILITATE FLUSHING WHEN NEEDED. BACKFL ❑W. 4, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO 1. SERVICE TAPS FOR 2' AND SMALLER D ❑MESTIC SERVICES MAY BE BY C ❑RP ❑RATI ❑N C ❑CKS, LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND VALVE ASSEMBLY AND 900 BEND, 10" 27„ ES OF COPPER SETTER WITH HIGH RISE BYPASS TH. IS MANUFACTURED BY FORD, MUELLER, OR A' McDONALD. (NO EXCEPTIONS) \ T " • BRASS CURB STOP , 6 NOTES 1. METER AS MANUFACTURED BY SENSUS OR NEPTUNE. 2. BACKFILL TAMPED IN 6" LIFTS. 3. REINFORCEMENT: #4 ®6" OCEW 4. CONCRETE: 4,000 PSI ®28 DAYS 5. ALL RPZ BACKFLOW PREVENTION DEVICES MUST BE INSTALLED PRIOR TO METER BEING SET. 6) ALL COPPER SETTERS ARE TO HAVE A BA TYPE SHUT OFF VALVE ON BOTH SID DIMENSION °A" Ili: METER 13 jK " 2 METER 17 COLE Design Group, Inc. 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS &ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax LU 0 LL U 0 z N H J W Z W CU Z O O N L (n U � O Z V7 -C-- O .� PROFESSIONAL ENGINEERING CORP #C -3736 N,CARdZ/'ro'r ��` °tea •'FE5S1 • •. 9 �'�,r • • • S ® 038 1 4®' ®ES Lu OW" 08/09/2013 1 2 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: DETAIL SHEET C7.1 METER ASSEMBLY MAIN METER ASSEMBLY 0 IRRIGATI ❑N LINE APPR ❑PRIATE BACKFL ❑W PREVENTI ❑N ASSEMBLY (ABOVE GROUND ONLY) APPR ❑PRIATE FIRE LINE BACKFL ❑W PRE. ASSEM. (ABOVE GROUND ONLY) 2, D ❑MESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6' OR LARGER FIRE LINES BEFORE FIRE DEPARTMENT C ❑N- NECTI ❑N IF APPLICABLE REDUCED PRESURE ASSEMBLY (ABOVE GROUND ONLY) THE BACKFL ❑W ASSEMBLY. 3. ONE D ❑MESTIC TAP PER FIRE LINE ON STREET SIDE OF FACILITATE FLUSHING WHEN NEEDED. BACKFL ❑W. 4, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO 1. SERVICE TAPS FOR 2' AND SMALLER D ❑MESTIC SERVICES MAY BE BY C ❑RP ❑RATI ❑N C ❑CKS, LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND VALVE ASSEMBLY AND 900 BEND, 10" 27„ ES OF COPPER SETTER WITH HIGH RISE BYPASS TH. IS MANUFACTURED BY FORD, MUELLER, OR A' McDONALD. (NO EXCEPTIONS) \ T " • BRASS CURB STOP , 6 NOTES 1. METER AS MANUFACTURED BY SENSUS OR NEPTUNE. 2. BACKFILL TAMPED IN 6" LIFTS. 3. REINFORCEMENT: #4 ®6" OCEW 4. CONCRETE: 4,000 PSI ®28 DAYS 5. ALL RPZ BACKFLOW PREVENTION DEVICES MUST BE INSTALLED PRIOR TO METER BEING SET. 6) ALL COPPER SETTERS ARE TO HAVE A BA TYPE SHUT OFF VALVE ON BOTH SID DIMENSION °A" Ili: METER 13 jK " 2 METER 17 COLE Design Group, Inc. 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS &ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax LU 0 LL U 0 z N H J W Z W CU Z O O N L (n U � O Z V7 -C-- O .� PROFESSIONAL ENGINEERING CORP #C -3736 N,CARdZ/'ro'r ��` °tea •'FE5S1 • •. 9 �'�,r • • • S ® 038 1 4®' ®ES Lu OW" 08/09/2013 1 2 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: DETAIL SHEET C7.1 COLE Design Group, Inc. 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS &ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax LU 0 LL U 0 z N H J W Z W CU Z O O N L (n U � O Z V7 -C-- O .� PROFESSIONAL ENGINEERING CORP #C -3736 N,CARdZ/'ro'r ��` °tea •'FE5S1 • •. 9 �'�,r • • • S ® 038 1 4®' ®ES Lu OW" 08/09/2013 1 2 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: DETAIL SHEET C7.1 Drawing Title: DETAIL SHEET C7.1 0$ 3 rn O 0 a. I 0 M U CD Q va O N00 1 Q 'n 0 17 N M O m¢ I w ~ p`� O N N pj O C m V Gi M Q Z �D o I FINISHED \\\ FINAL BACKFILL GRADE \\XA\ UNDISTURBED S ❑IL -a" INITIAL _:.;•. BACKFILL r" SPRING LINE `. - 'y.,: ' '"' #67 STONE O OO O�O O Q £ O HAUNCHING 0 00 0 0 0 PIPE GRADE 000 ° °p oOppOs ;�; ° �� b °°°°°8�, o a8o° 4" BEDDING ° ° ° °° °B °° TAMP WELL UNDER / MINIMUM SIDE BOTTOM HALF 6' O.D. ❑F PIPE 6' CLEARANCE OF PIPE TYPICAL TRENCH BOTTOM DIMENSI ❑NS FOR SDR 35 PVC GRAVITY PIPE NOTES: 1. For trenches requiring shoring and bracing, dimensions shall be taken froth the inside face of the shoring and bracing, 2. No rocks or boulders 4' or larger to be used in initial backfill, 3. All backfill material shall be suitable native material, 4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in non - traffic areas, NOTES. 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T -99 AS MODIFIED BY NCDOT. 3. THE FINAL V OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T -80 AS MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. 4. THE ENTIRE THICKNESS /VERTICAL EDGE OF THE CUT SHALL BE TACKED. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 2" THICK. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH LEVEL PATCH. 4.00" STANDARD 4" BRONZE CLEANOUT PLUG CLEANOUT FERRULE WITH PLUG STYLES ACCEPTED: INVERTED NUT RAISED NUT 'O'N ' HD13"1V8 N tV SAVMHDIH 30 NOISIAIO 3dId „179 11UH1 r,Z l o 9 NOIIVIUOdSNVUl 3D 'id30 VNI"1OHV0 HIUON NISV8 H31VO 313;HON00 r o HO 31VIS BOA 9NIMVUO OUVONVIS HSIlON3 = OD a bx m o F ¢ o� @H 4 a F 0 ax @ CF N K � F qm O 'v,� H W LLz U _• m ¢U J U Q O OV Z U µ1 adso ¢ of a pw>1 C¢5 U W QmW OU U �O 4 x,.,52 W 6 z SN 6F.},m. W aZ u -e m w@ U E w F rrmrr� ¢ w IW- g tai. a N F 6 F j �O+ww o N Y �' ~r~-� W z z U }U 4U LL �Sm F @� zVF LLg � � q 4 J @ 62 2N @ N N O. aZ Z ¢ ¢ � 64 O.- Z) G � LL @a W Q a O a O 2 i @ 1- 6' -0" @ m _ z 6 m 4 � F Z O O O o r N O a p 7 Z o P y � w J z o M z tt! Dm-N m om� M i a � t9 'd wW J T} P 1D w ,8 > c7 ti Q 4„ Wyr � LN A Z S W LL 0 0 0 Z T LU m Q Z O N (G r e m coa 3 F"@ X a > 000cio Ti O J •�-- N m 5 ez z O Ow � Q a F Z � m U c4 z z o a H a w W a a N Q W D 12" THICK OVER 12' DEEP m m[+!N OJ . Z o~s a E ° � w m n @ 4 m Z O c °; o m i? D a d W s n 6' o o° -0„ qH G � ¢ W 3000 PSI N m m S A w GROUT a a W a V STATE OF " ENGLISH STANDARD DRAWING FOR N NORTH CAROLINA CONCRETE CATCH BASIN ¢ °. DEPT. OF TRANSPORTATION 12" THRU 54" PIPE,d DIVISION OF HIGHWAYS RALEIGH, N.C. 00 GRATE PER CITY STANDARDS USE STD. NO. 30.13 OR 30.14 1/2" PLASTE 2 0 w w 8" MINIMUM; OVER 8' DEEP, Q 12" MINIMUM UP TO 6' w FROM TOP OF CURB. ° b a 3000 PSI CONCRETE fig" 3' -0" - - 8 " ---E 4' -4" - CD �Ln rl-)� 4'- 4" - DRAWING NOT TO SCALE - NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12 ", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" SOLID CONCRETE BLOCK. CAST IN PLACE OR PRECAST CONCRETE TO MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD NO. 30.01. 'O'N 'H!I N N SAVMHDIH d0 NOISIAIO 3dld ,tg nUH1 ,ZL NOIIVIUOdSNVUI 3O 'Id30 NISd� HOlt/0 BII HONQO N ° VNIIOUVO HIUON W d 30 3IV1S BOA JNIMVUO OUVONVIS HSIIDN3 tl1 O a O 2 i a 1- 6' -0" @ m _ O W N 6 m 4 � F Z O O O o r N O a p 7 Z o P y � w J z o M z tt! Dm-N m om� M i a � t9 'd wW J „9 , ,8 > c7 ti Q 4„ � a W a V STATE OF " ENGLISH STANDARD DRAWING FOR N NORTH CAROLINA CONCRETE CATCH BASIN ¢ °. DEPT. OF TRANSPORTATION 12" THRU 54" PIPE,d DIVISION OF HIGHWAYS RALEIGH, N.C. 00 GRATE PER CITY STANDARDS USE STD. NO. 30.13 OR 30.14 1/2" PLASTE 2 0 w w 8" MINIMUM; OVER 8' DEEP, Q 12" MINIMUM UP TO 6' w FROM TOP OF CURB. ° b a 3000 PSI CONCRETE fig" 3' -0" - - 8 " ---E 4' -4" - CD �Ln rl-)� 4'- 4" - DRAWING NOT TO SCALE - NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12 ", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" SOLID CONCRETE BLOCK. CAST IN PLACE OR PRECAST CONCRETE TO MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD NO. 30.01. 'O'N 'H!I N N SAVMHDIH d0 NOISIAIO 3dld ,tg nUH1 ,ZL NOIIVIUOdSNVUI 3O 'Id30 NISd� HOlt/0 BII HONQO N ° VNIIOUVO HIUON W d 30 3IV1S BOA JNIMVUO OUVONVIS HSIIDN3 tl1 z w � g2 Q W R. w W W N z o N w dF J z W < K z O z O 2 s33vds wno3 a sane a #N 5' -0" 1- 6' -0" ° Uj m _ O W N 4 � F Z O O O o QQ G C7 s N O a p 7 Z o Z4 _ t9 lJ.I w J z o z tt! Dm-N m om� a H m a � S30VdS '17n03 0 k,.% SkitlB '6 #, w F M J „9 , ,8 > c7 ti Q 4„ � LN A Z S W LL 0 0 0 Z T LU m Q Z O N (G r e m coa 3 F"@ X a > 000cio Ti O J •�-- N t-1 5 ez z O Ow � Q g m F Z � m U c4 z a N Q W D z w � g2 Q W R. w W W N z o N w dF J z W < K z As db O m O 2 s33vds wno3 a sane a #N 5' -0" ca 6' -0" ° Uj m _ ,n„ La1 O O O O O o 1} T_ � a Z4 t9 lJ.I om tt! Dm-N m om� m uNim N m � S30VdS '17n03 0 k,.% SkitlB '6 #, @o.rnnom J „9 , [V o 2 D' Q 4„ � m 0 0 0 0 LL 0 0 0 Z T aa7 Q Z O N (G r e m coa 3 F"@ X a > 000cio Ti O J •�-- o t-1 5 , 4@ tt9 g m N m � C c4 D 12" THICK OVER 12' DEEP m m[+!N OJ . Z @ J m ° � w m n @ 4 m m m m m m � As db O O O 2 30 -42" 5' -0" 48" 6' -0" 54" 8' -0" A La1 O O O O O o r m N N a �'tioocioociori om g Dm-N m om� m uNim � n @ @o.rnnom [V o 2 D' Q 4„ � m 0 0 0 0 0 0 0 0 0 Z T aa7 Q N (G r e m coa 3 F"@ X a > 000cio -0•' o J 45` o OR 5 , 4@ g m N m s C 6" THICK UP TO 12' DEEP D 12" THICK OVER 12' DEEP m m[+!N �- N Z @ J LOPE o m z m m m m m W 6" � o° o° 6' o o° -0„ qH G � ¢ 3000 PSI N m m S A GROUT SECTION tF9 AA @ *^ TT a ,y 4 J @ iY o 0 ¢ `p Z W O LL O `v a N N N :r ex in M d W 4 mom (ry OtM lAM y Nmm-1, loll a xa a •- moo W � @ in O m S N N N N N N N N N m F z it N N N N N N N N N z� Q m 000000000 eo is eo in in in M in eo ° O 61 it, G7 �t Q z 2 STATE OF '� " ENGLISH STANDARD DRAWING FOR N NORTH CAROLINA CONCRETE CATCH BASIN DEPT. OF TRANSPORTATION N DIVISION OF HIGHWAYS 12" THRU 54" PIPE � dam' RALEIGH, N.C. s CO E TYPICAL MP FOR STORM SEWER PIPE SIZE MIT DIAMETER 12 -24" 4' -0" 30 -42" 5' -0" 48" 6' -0" 54" 8' -0" TYPE A SECTION CC NOTES: 1.DEPTH MEASURED FROM TOP OF CASTING TO INVERT OF MANHOLE. 2. PRECAST MANHOLE COMPONENTS SHALE MEET ASTMC -478 REQUIREMENTS. 3, SEE STD. # 30.15 FOR MANHOLE COVER DETAIL. 4. DOMESTIC CASTINGS REQUIRED WITHIN STREET RIGHT—OF—WAY. - DRAWING NOT TO SCALE - STANDARD MANHOLE B A RING AND COVER D � [V o 2 D' Q 4„ � # > O Q ° OR 5' -0" X a > 4• -0•' o SLOPE 45` o OR 5' -0 "> C C 6" THICK UP TO 12' DEEP D 12" THICK OVER 12' DEEP LOPE 6" 6" � o° o° 6' o o° -0„ 3000 PSI B 3000 PSI CONCRETE A GROUT SECTION AA SECTION BB TYPE A SECTION CC NOTES: 1.DEPTH MEASURED FROM TOP OF CASTING TO INVERT OF MANHOLE. 2. PRECAST MANHOLE COMPONENTS SHALE MEET ASTMC -478 REQUIREMENTS. 3, SEE STD. # 30.15 FOR MANHOLE COVER DETAIL. 4. DOMESTIC CASTINGS REQUIRED WITHIN STREET RIGHT—OF—WAY. - DRAWING NOT TO SCALE - 3 a; rn 0 0 a. 0 M vaCD o N O Q M N 0 In N M O Q U, ~ p`� O 4, N N o o; o cU! o�� Z moo i� "O'N 'H0131VU N M SAVMHDIH 30 NOISIAIO NISV8 HO1V0 OUVONV1S NO 3sn d03 o O NOIIVl8OdSNVlIl 30 'ld30 ® ® ®H ®NM $31t%il� '3Wtia� N VNIIOHVO HlUON W �O 30 31'd1S HOd DNIMVIIO OUVONV1S HSIl9N3 N co co N 04 �� a m a W w T°'.. N N ! OW. O ' J � F LL I I ¢0 3 c7 LL I I ow w a I I !}- ° 1/0 i. N I I z z I o� ' I o co , 1 w :3 !` o w I W , 3 � f� STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. a _j n n\ Q I LL i I Q Lwu J_ a� W 3 T fn j LL I d N T W I I I ' b I I _ I J < LL W 4 w E}' a LL I l� M r I H W = cn\ W N r b ENGLISH STANDARD DRAWING FOR N M FRAME, GRATES, AND HOOD 0° FOR USE ON STANDARD CATCH BASIN O W � d' w � \ �o o= T a cn \ � l � O 1.1 T 0 P N " %4 w a _j n n\ Q I LL i I Q Lwu J_ a� W 3 T fn j LL I d N T W I I I ' b I I _ I J < LL W 4 w E}' a LL I l� M r I H W = cn\ b ENGLISH STANDARD DRAWING FOR N M FRAME, GRATES, AND HOOD 0° FOR USE ON STANDARD CATCH BASIN O W � d' co Lu NOTE: ABC TO BE COMPACTED TO A MINIMUM AVERAGE OF 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH NO SINGLE TEST RESULT LESS THAN 95% GRAVEL FIRE LANE DETAIL SCALE: N.T.S. REF. DWG. C4.0 CONTRACTION JOINTS EQUAL TO WIDTH (SEE NOTE #2) A A 4" CONCRETE SIDEWALK SEE PLAN 1 2" 1/2- EXPANSION�� EXPANSION JOINT 40' MAXIMUM JOINT LENGTH PLAN OF SIDEWALK ADJACENT TO CONCRETE CONTRACTION JOINT 3/4" i r 1/4" 1/ 1/2" 4" . JOINT SEALER PRE - MOLDED 4 ROCK BASE (TYP) JOINT FILLER PREPARED SUBGRADE (TYP) SECTION A -A 1. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL SITE PLANS FOR DETAILS OF ALL INTERIOR WALKS AND HARDSCAPE AREAS. 2. DETAIL IS INTENDED FOR SIDEWALK WIDTHS OF 4 TO 6 FEET. CONTRACTOR SHALL COORDINATE WITH ARCHITECT OR ENGINEER FOR ANY SIDEWALK WIDTHS THAT EXCEED 6 FEET. CONCRETE SIDEWALK DETAIL SCALE: N.T.S. REF. DWG. C4.0 1.5" S9.5A ASPHALT CONCRETE (SURFACE) - 2.5" 1 -19B ASPHALT CONCRETE (BASE) a J 0 ; o o° 0 ' ` ABC BASE COURSE PREPARED SUBGRADE ASPHALT PAVEMENT N�IE: PAVEMENT DETAILS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY FINAL PAVEMENT REQUIREMENTS WITH GEOTECH REPORT AND /OR OWNER. HEAVY DUTY ASPHALT PAVEMENT DETAIL / SCALE: N.T.S. REF. DWG. C4.0 6" GRADE SEE PAVEMENT SECTIONS 6" min. GRADE AT CUR ALONG RETAINING WALL 7" P.C. CONCRETE (NON - REINFORCED) V-6- PREPARED SUBGRADE NOTES: 1.) ALL CONCRETE SHALL BE MIN. FC. =4,000 P.S.I. (UNLESS OTHERWISE NOTED) 2.) ANY UNSUITABLE SOIL (AS DETERMINED BY SOILS ENGINEER) BELOW STRUCTURE SHALL BE REMOVED AND REPLACED WITH SELECT EARTHEN MATERIAL COMPACTED IN PLACE WITH VIBRATORY TAMPER. 3.) ALL EXPOSED CONCRETE EDGES TO HAVE 3/4" CHAMFER. 4.) DIMENSIONS SHOWN ARE TO FACE OF CURB. rA CONCRETE CURB AND GUTTER DETAIL J SCALE: N.T.S. 2" RAD. ASPHALTIC SURFACE d REF. DWG. C4.0 6" 3/4 RAID. r-- BACKFILL IM s D vb #5 REBAR TOP z & BOTTOM ° AGGREGATE BASE a ° °a'. p ► J • U PREPARED SUBGRADE CONCRETE CURB DETAIL SCALE: N.T.S. REF. DWG. C4.0 CONCRETE (4,000 PSI) 00 e. .d e. .Q ....o a.. -4 �• - A ^ a Ri o° 0,0.0 ° o o ° 0 ° .0 x.0'0 °0�' op' o D D D p D D "7��7 / \ NCDOT AGGREGATE BASE SCARIFIED 6" SUBGRADE AND RECOMPACT 97% STANDARD PROCTOR CONCRETE PAVEMENT NOTE: PAVEMENT DETAILS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY FINAL PAVEMENT REQUIREMENTS WITH GEOTECH REPORT AND /OR OWNER. CONTRACTOR TO INSTALL CONCRETE PAVEMENT JOINTS PER THE AMERICAN CONCRETE INSTITUTES "GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS" CONCRETE PAVEMENT DETAIL SCALE: N.T.S. 7" P.C. CONCRETE- i. 0 GRADE NOTES: 1.) ALL CONCRETE SHALL BE MIN. FC. =4,000 P.S.I. (UNLESS OTHERWISE NOTED) 2.) ANY UNSUITABLE SOIL (AS DETERMINED BY SOILS ENGINEER) BELOW STRUCTURE SHALL BE REMOVED AND REPLACED WITH SELECT EARTHEN MATERIAL COMPACTED IN PLACE WITH VIBRATORY TAMPER. 3.) ALL EXPOSED CONCRETE EDGES TO HAVE 3/4" CHAMFER. 4.) DIMENSIONS SHOWN ARE TO FACE OF CURB. CONCRETE CURB WALL SCALE: N.T.S. REF. DWG. C4.0 SEE PAVEMENT SECTIONS PREPARED SUBGRADE REF. DWG. C4.0 2" S9.5A ASPHALT CONCRETE (SURFACE) N 0 ! �8 0o �� N° dO i L--ABC BASE COURSE PREPARED SUBGRADE ASPHALT PAVEMENT rL4IE: PAVEMENT DETAILS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY FINAL PAVEMENT REQUIREMENTS WITH GEOTECH REPORT AND /OR OWNER. LIGHT DUTY ASPHALT PAVEMENT DETAIL SCALE: N.T.S. 9" 3" 6" 3/4 "R. SI. 0.02' /ft. w _ I , L? a� II o -III d dd C( -III 111 ,11 �= III = III -III, ; I, ,III, I I I_, I I -= 1' -6" NOTES: 1.) ALL CONCRETE SHALL BE MIN. FC. =4,000 P.S.I. (UNLESS OTHERWISE NOTED) 2.) ANY UNSUITABLE SOIL (AS DETERMINED BY SOILS ENGINEER) BELOW STRUCTURE SHALL BE REMOVED AND REPLACED WITH SELECT EARTHEN MATERIAL COMPACTED IN PLACE WITH VIBRATORY TAMPER. 3.) DIMENSIONS SHOWN ARE TO FACE OF CURB. MOUNTABLE CURB DETAIL SCALE: N.T.S. 6' 31' SLOPING 6„ CURB 6" CURB AT BACK OF WALK T SIDEWALK FLUSH WITH ELEVATION PAVEMENT GRADE REF. DWG. C4.0 REF. DWG. C4.0 6' SLOPING CURB _TOP OF CUR GUTTER LINE 6' 31' 6' ACCESSIBLE SIGN AT EACH ACCESSIBLE DETECTABLE WARNING SURFACE STALL (TYP.) (SEE PLAN FOR LOCATION) „ PARALLEL ACCESSIBLE RAMP SLOPING SLOPING 6 CURB 6„ CURB CURB OP OF CUR!,, I =V-= 6 „ CURB AT BACK OF WALK I a Q ° 6' o o SLOPE SIDEWALK V) N O SIDEWALK FLUSH WITH GUTTER LINE ELEVATION " `V 6" CURB PAVEMENT GRADE 6 CURB ACCESSIBLE SIGN AT EACH ACCESSIBLE PRECAST CONC. CURB w SIDEWALK STALL (TYP.) (SEE PLAN FOR LOCATION) WHEELSTOP TYP. U FLUSH WITH 4" WIDE BLUE - L- DETECTABLE WARNING SURFACE OF WALK PAVEMENT PRECAST CONC. WHEELSTOP TYP. STRIPING (PER ADA) I PARALLEL ACCESSIBLE RAMP GRADE -00 w DETECTABLE WARNING SURFACE 2% MAX. SLOPE ALL FACE OF BUILDING 6" CURB PARALLEL ACCESSIBLE RAMP DIRECTIONS IN ACCESSIBLE PARKING AREA o o � 6 ui x 0 6, 6" CURB SLOPE o ui N o SLOPE SIDEWALK N 90° 8.5' 8.5' N 6 „ CURB 6 CURB END END m 8.5 FOR VAN ACCESSIBLE STANDARD ol CURB CURB 4" WIDE BLUE ACCESSIBLE STRIPING 16" 0. C. SYMBOL (BLUE) 4" WIDE BLUE REGULAR o o (PER ADA) PLAN STRIPING (PER ADA) STALL I „ co ui NOTE: MAINTAIN 4 SIDEWALK THICKNESS IN DEPRESSED AREA. 2% MAX. SLOPE ALL Q DIRECTIONS IN ACCESSIBLE PARKING AREA ♦ 0 ACC ES I B LE PARKING DETAIL o 1 SCALE: N.T.S. REF. DWG. C4.0 5' 8.5' 8.5' 8.5' 59 -09 8.5' \-4" WIDE NG WHITE STRIPING STR PALL „ 8.5' FOR VAN ACCESSIBLE STANDARD NEW STALLS EXCEPT 4 WIDE BLUE ACCESSIBLE FOR HC STALLS d. a 3 STRIPING 16 0. C. SYMBOL (BLUE) a a : 6 (PER ADA) PLAN .4 NOTE: MAINTAIN 4" SIDEWALK THICKNESS IN DEPRESSED AREA. PREPARED SUBGRADE 900 ACCESSIBLE PARKING DETAIL CONCRETE SWALE DETAIL g 11 SCALE: N.T.S. REF. DWG. SCALE: N.T.S. REF. DWG. C4.0 v+ a of rn 0 0 a. I 0 M i rn Lo M rn va o U) r- I Q 'n 0 17 N M 0 IU, ~ p`� O N N 0; o o�� Z CAP UNIT TW EL. --N FENCE OR HANDRAIL PER ARCHITECTURAL PLANS 6' CURB ' UNIT CORE FILL (w /in Unit only) 10' STANDARD MASONRY GRID LENGTH R.C. FLARED UNIT END SECTION 1 30" MIN. OR TO ROCK] 8r (❑R AS DESIGNED) ZREINFORCED BACKFILL RETAINED BW EL. BACKFILL FINISHED GRADE LEVELING PADS L APPROXIMATE 6 3' EXCAVATI ❑N LINE 1. RETAINING WALL, TIE BACK, AND DRAINAGE BEHIND WALL SHALL BE DESIGNED BY THE MASONRY BLOCK SUPPLIER OR INSTALLER. THIS DESIGN MUST BE SIGNED AND SEALED BY A MISSOURI REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TO THE GENERAL CONTRACTOR AS PART OF THE WALL PERMIT PACKAGE. CIVIL ENGINEER IS NOT RESPONSIBLE FOR WALL DESIGN. 2. TW= ELEVATION AT TOP OF WALL ARE REQUIRED TO CATCH BACKFILL SLOPES. 3. BW= ELEVATION OF FINISHED GRADE OR PAVEMENT AT THE FRONT SIDE AND TOP OFF WALL. THE DEPTH OF FOOTING SHALL BE DETERMINED BY THE RETAINING WALL DESIGN ENGINEER. WALL BATTER TO BE COORDINATED WITH PROPERTY LINE LOCATION. 4. KEYSTONE SYSTEMS ARE AN ACCEPTABLE ALTERATIVE TO VERSA —LOK SYSTEMS. 5. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS TO COLE & ASSOCIATES FOR REVIEW OF GRADES PRIOR TO CONSTRUCTION. TYPICAL RETAINING WALL WITH FENCE DETAIL SCALE: N.T.S. COMPACTED CRUSHED LIME- STONE AND SCREENINGS (OR SEE NOTE 1). OUTSIDE OF PIPE BELL OUTSIDE OF PIPE BARRI NOTES: REF. DWG. CLASS "A" CONCRETE. FOR PLASTIC PIPE 8" THRU 15", USE CONCRETE COLLARS TWO FEET LONG AND SIX INCHES THICK EVERY TWELVE FEET ADJACENT TO AND DOWNSTREAM OF BELLS, WITH CLASS "C" BEDDING PLACED BETWEEN COLLARS. (IN LIEU OF CONCRETE CRADLE). ' min. 1) ALSO FOR PIPE SEWERS ON GRADES 20% TO 50% INCLUSIVE, BED WITH CAREFULLY PLACED AND COMPACTED SELECT EARTH BEDDING IN 6" LAYERS (90% MODIFIED PROCTOR). CONCRETE CRADLE DETAIL SCALE: N.T.S. REF. DWG. 1' MIN. 2' MAX. 2' 1 DEPTH........._. . � ....... PLAN VIEW 10' R.C. FLARED END SECTION 30" MIN. OR TO ROCK] FORMED HEADWALL REQUIRED CLASS "A" IF ROCK BLANKET NOT GROUTED CONCRETE SECTION A -A TOP OF BANK TOP OF ROCK 'ROCK BLAN Min. DEPTH FILTER FABRIC (TYPE 1) (TYPE 1) I0111I11KylIIITiTl NOTES: 1. TO BE USED AT INTAKE AND DISCHARGE END OF PIPE, GRADE OF ROCK BLANKET TO BE ADJUSTED ACCORDINGLY. 2. GROUTED ROCK BLANKET OR CONCRETE HEADWALL REQUIRED. FLARED END SECTION DETAIL SCALE: N.T.S. REF. DWG. I1 24" MIN. DEPTH PROPOSED CURB INLET GRATED INLET FLARED END SECTION ........... ... .................... ... ................... ... .................... ... ................... ................ STORM SEWER GRATED MANHOLE DOWNSPOUT DRAINAGE PIPE SWALE/SLOPE INDICATOR SANITARY MANHOLE i-I V SANITARY SEWER _Ss CLEAN OUT UTILITY POLE .................. GUIDE WIRE ru e'u 8 _OE OVERHEAD UTILITY UNDERGROUND ELECTRIC —UE ELECTRIC MARKER . ... .......... ..... . . .......... . ........... ......... .......... . ......... LOT 3 NEW HOPE DEVELOPMENT NI . ... . . .......... 17.257 ACRES 420.0 GLOBAL ST. .. . . . ....... ZONING: "1N... ww. . . ... . . . . BULK RIBUTI( I . .... . .......... ... AREHOU .. . .......... . _: .. .... . ......... N qJ1 N 'N, NN IN 6 ........... "I �7 N, w. N 0 O _SS_ CID M.) _OE _UE Itz Q V EXISTING LEGEND EXISTING ELECTRIC BOX A' . ......... .......... CONTOURS STORM MANHOLE F ............... i AREA INLET PROPOSED CURB INLET GRATED INLET FLARED END SECTION ........... ... .................... ... ................... ... .................... ... ................... ................ STORM SEWER GRATED MANHOLE DOWNSPOUT DRAINAGE PIPE SWALE/SLOPE INDICATOR SANITARY MANHOLE i-I V SANITARY SEWER _Ss CLEAN OUT UTILITY POLE .................. GUIDE WIRE ru e'u 8 _OE OVERHEAD UTILITY UNDERGROUND ELECTRIC —UE ELECTRIC MARKER . ... .......... ..... . . .......... . ........... ......... .......... . ......... LOT 3 NEW HOPE DEVELOPMENT NI . ... . . .......... 17.257 ACRES 420.0 GLOBAL ST. .. . . . ....... ZONING: "1N... ww. . . ... . . . . BULK RIBUTI( I . .... . .......... ... AREHOU .. . .......... . _: .. .... . ......... N qJ1 N 'N, NN IN 6 ........... "I �7 N, w. N 0 O _SS_ CID M.) _OE _UE Itz Q V EXISTING PROPOSED W UT GAS — H GV MGM -W WV e_M 0 0 0 0 EXISTING AIR CONDITIONER FLAG POLE MONITORING WELL PARKING METER PLANTER SPRINKLER CONTROL BOX SPRINKLER SPRINKLER VALVE TRAFFIC CONTROL BOX TRAFFIC POLE YARD LIGHT GUARD RAIL PROPERTY LINE EASEMENT SETBACK TYPICAL NOT TO SCALE HIGH POINT IN GRADE LOW POINT IN GRADE TOP OF WALL BOTTOM OF WALL DUCTILE IRON PIPE PROPOSED --------------- (TYP) N.T.S. HIP LIP TW BW DIP # i \ LOT 4 x r t NEW HOPE DEVELOPMENT 7 8.035 ACRES ZF 4201 GLOBAL ST. � ..�., w,.. �.. M " � \�\\ ..,��...,• : , , . �< < � ZONING: IN 27 o0o..'. EX. . ..... NI /47 IX L V, c DU RCp - r�5 C\\/w. w. .......... .......... Cb N, ... .. . ..... j f Cb �l J J v RCP / / ' MH ITV 3.85 08.85 N 08.80 jy :00 N -'L.P. 'N, . . . . . . . ....... I—— NI NN-7 . ....... 60" INV 194.85 .... . ... . ....... . .... . . . . N22. ... . ..... . N NN, 7- .... ......... ................... m. rR 48b Nj . ..... .. . - -4 r_r . .... ... 'N' PRESERVAT!0-N w. N K NNrr �N LIMIITS OF `�9? DISTURBANCE E 0 x l<', E&S LEGEND SILT / TREE PROTECTION FENCE SILTATION FENCE w/J HOOK CHECK DAM PERMANENT SEEDING WITH PROTECTIVE PS MATTING TEMPORARY SEEDING TS TEMPORARY DIVERSION TD TEMPORARY SLOPE DRAIN =Z)TSD RIPRAP @ 3 ilj , V'0,11 w. ry \ _—Z ri A 4- % s. PE TREE X PRESERVATION AREA \\\ \` --LIMIITS OF' 40' of 40' 80' SCALE: 1 = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. SEE C8.3, C8.4, AND C8.5 FOR EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS DISTURBANCE LOT 1 CITY OF RALEIGH WILDERS GOVE to LANDFILL ZONING: IND-1 EX. USE: VACANT Z, C\4 DEEP (MIN.) SLOPE WITH 6i�NT 210- i�LC P CONSTRUCTION J-HOOKS PR t OTECTIVE MATTING AT BOTTOM �,N ENTRANCE z N - OF— WALL�FTEMPORARY SEEDING AT > 211 TOP OF WALL 'N, 0 NN 24 111 ORARY S�OPE DRAIN �2112- 1 �_ \°n rn if N, • -210 213- r 210 1 CONTRACTOR TO 212— 21— EN t N, I 'N j STREET ANNr .......... . .... .. 2 314 7. GLOBAL/ST .,NE6,-H �E --m 77 �7_ KEPT IF . ,210 11' N PLEAROAD ARE KEPT F�EE E.I. OF DIRT A�p, DEB S, IN IP 1 0115 , IN, N IN, 21 1, if (;§7 N 11, I.N f rrin= 00 IN, 1, � , I %--. P N CN NI E41G*\C�10' LOT 4 N BUILDING PAD IN N EW HOPE DEVELOPM 212 ......... ......... NN -N I'v ry 4204 GLOBAL ST tl / / I / N , \ � , ZONING: IND BUILDING PAD TO BE STABILIZED WITH 0 I SKIMMER SEDIMENT NG FOR "N' -N STONE AS SOON AS GRADING le, EX. USE: VAC /S Aj j, \ �... I a . ........... JWSEL=184.00 BASIN WITH 3 BAFFLES 0 — — — — — -- if FREEBOARD EL=186.25 r NN 1-1 - -.1 . RIM 0.07 04 IN a...._..__.......... . ... . . .. ........ . BUILDING PAD IS COMPLETED j IN z , / , I -- f I at N) V I V"A E) �2 ................ ..... . .......... 3g, Q M 4 . ..... cl, CN mf CP 21,3 LOT 2 C,4 5 "N so N WPORARY OVE�R J� NEW HOPE _DEVELOPMENT 215 (T�H r TEMPORARY 33 ACRES SPREADER ENTRANCE W11 f ENTRANCE WI -05-OLbBAL ST. v I , - - ---- 42 2' 7 r f TEMPO 1 DEPTH=05 N, L R74 176 4' .. . . . ..... PIN 1723991257 m. I ZONING: IND-1 -N, ED IN -3' -1-,, -USE 'N. G f 3: 1) A, 27,746 ' ufvt-.R '9 END WPTH cn 25'X60' 6" USE. LENGTH=10' - ' I "W . ..... . ...... 21B� ---- - ...... . . . ..... VACANT tl IP-RAP C =-1 7511 N 111 Z I", t M ....... . .... HOUSE "N C) DEEP (MIN). PROP. USE: WARE '-N D50 NN CONSTRUCTION 3 �.14 / 1 j' I i ! . . .... .......... -219 . .... . .. . . ........ ENTRANCE 'N . .. ......... N MMER W6 iN 220 i s rn Q TREE 1� 5 LET EE — — — — — — T5_ 4- t`7 V) . .......... — — — — -- . ... ... -221 ... . .......... f I i, PRESERVATION NI OkIFIC E EMERGE NCY o' AREA a 14 I` 9�q —217 'to N'� ...... .......... . ... . . .......... .... . . 5 N N- '7 N - ------ .... .. ...... . ............... - ASPHALT J 219 20' BUILDIN S PAVE ENT 'N F -L-Li L PF �lr/l j I MM. 0 -------- a—, ii . ..... . ..... N CP .......... .......... ...... UL., ... . ...... b E I N, N, i,N . ...... bE 1.11 — 7==_ 7 • 77 ` E.I.P. E.I.P. . .......... E_ . ... .... _., /I I I i� UL UT, .... . .......... ........... .......... .......... ......... ----------- - juuts ......... .... . . .... N 1� I � 11.90�__ .39! U LIMIITS OF-// . ........ . . ..... . . . .... . . . ......... N" IN N 'N' NI LOT 202 "0.5'19"W DISTURBANCE " �N, , . ...... . . . ....... . . �N, J f f NN N, APPROX. "IF • EAST • PARK LOT 203 . ....... , N, ,", . ..... Ni, rn EAST PARK . .. .... L06ATION 0 �RE U 64 BYBASS NORTH Lu . .... U 1-1 WA 'ME PE DIN WITH 0) 64 BY . .. ..... M' 0) BASS NORTH FE�,MATTI G I AT BOTTOM 4210 GLOBAL ST. 4211 GLOBAL ST. -100kT T M �1( C) EL EL ZONING: IND OFWAL TEMPORARY SEEDING AT CL rn c 1 041 ZONING: IND-1 EL CN C14 EX. USE: VACANT TOP OF WALL Mn,� m C-3 EX. USE: WAREHOUSE (n.q. C) A4 C4 rn ELECTRIC METER ELECTRIC BOX ELECTRIC PULL BOX ELECTRIC TRANSFORMER Lo ELECTRIC MANHOLE ............................ UNDERGROUND TELEPHONE -CAUTION, LOOK OUT FOR FIBER OPTIC MARKER CABLE MARKER ......................... ................................................................ Vln�_l GAS LIN E GAS VALVE o 0; 0 GAS METER AT ENTRANCE TO GLOBAL GAS MARKER _j ro WATER LINE X I WATER VALVE D WATER METER M < FIRE HYDRANT SIGN MAIL BOX TEST HOLE LIGHT STANDARD A FENCE BOLLARD PROPOSED W UT GAS — H GV MGM -W WV e_M 0 0 0 0 EXISTING AIR CONDITIONER FLAG POLE MONITORING WELL PARKING METER PLANTER SPRINKLER CONTROL BOX SPRINKLER SPRINKLER VALVE TRAFFIC CONTROL BOX TRAFFIC POLE YARD LIGHT GUARD RAIL PROPERTY LINE EASEMENT SETBACK TYPICAL NOT TO SCALE HIGH POINT IN GRADE LOW POINT IN GRADE TOP OF WALL BOTTOM OF WALL DUCTILE IRON PIPE PROPOSED --------------- (TYP) N.T.S. HIP LIP TW BW DIP # i \ LOT 4 x r t NEW HOPE DEVELOPMENT 7 8.035 ACRES ZF 4201 GLOBAL ST. � ..�., w,.. �.. M " � \�\\ ..,��...,• : , , . �< < � ZONING: IN 27 o0o..'. EX. . ..... NI /47 IX L V, c DU RCp - r�5 C\\/w. w. .......... .......... Cb N, ... .. . ..... j f Cb �l J J v RCP / / ' MH ITV 3.85 08.85 N 08.80 jy :00 N -'L.P. 'N, . . . . . . . ....... I—— NI NN-7 . ....... 60" INV 194.85 .... . ... . ....... . .... . . . . N22. ... . ..... . N NN, 7- .... ......... ................... m. rR 48b Nj . ..... .. . - -4 r_r . .... ... 'N' PRESERVAT!0-N w. N K NNrr �N LIMIITS OF `�9? DISTURBANCE E 0 x l<', E&S LEGEND SILT / TREE PROTECTION FENCE SILTATION FENCE w/J HOOK CHECK DAM PERMANENT SEEDING WITH PROTECTIVE PS MATTING TEMPORARY SEEDING TS TEMPORARY DIVERSION TD TEMPORARY SLOPE DRAIN =Z)TSD RIPRAP @ 3 ilj , V'0,11 w. ry \ _—Z ri A 4- % s. PE TREE X PRESERVATION AREA \\\ \` --LIMIITS OF' 40' of 40' 80' SCALE: 1 = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. SEE C8.3, C8.4, AND C8.5 FOR EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS DISTURBANCE LOT 1 CITY OF RALEIGH WILDERS GOVE to LANDFILL ZONING: IND-1 EX. USE: VACANT Z, C\4 DEEP (MIN.) SLOPE WITH 6i�NT 210- i�LC P CONSTRUCTION J-HOOKS PR t OTECTIVE MATTING AT BOTTOM �,N ENTRANCE z N - OF— WALL�FTEMPORARY SEEDING AT > 211 TOP OF WALL 'N, 0 NN 24 111 ORARY S�OPE DRAIN �2112- 1 �_ \°n rn if N, • -210 213- r 210 1 CONTRACTOR TO 212— 21— EN t N, I 'N j STREET ANNr .......... . .... .. 2 314 7. GLOBAL/ST .,NE6,-H �E --m 77 �7_ KEPT IF . ,210 11' N PLEAROAD ARE KEPT F�EE E.I. OF DIRT A�p, DEB S, IN IP 1 0115 , IN, N IN, 21 1, if (;§7 N 11, I.N f rrin= 00 IN, 1, � , I %--. P N CN NI E41G*\C�10' LOT 4 N BUILDING PAD IN N EW HOPE DEVELOPM 212 ......... ......... NN -N I'v ry 4204 GLOBAL ST tl / / I / N , \ � , ZONING: IND BUILDING PAD TO BE STABILIZED WITH 0 I SKIMMER SEDIMENT NG FOR "N' -N STONE AS SOON AS GRADING le, EX. USE: VAC /S Aj j, \ �... I a . ........... JWSEL=184.00 BASIN WITH 3 BAFFLES 0 — — — — — -- if FREEBOARD EL=186.25 r NN 1-1 - -.1 . RIM 0.07 04 IN a...._..__.......... . ... . . .. ........ . BUILDING PAD IS COMPLETED j IN z , / , I -- f I at N) V I V"A E) �2 ................ ..... . .......... 3g, Q M 4 . ..... cl, CN mf CP 21,3 LOT 2 C,4 5 "N so N WPORARY OVE�R J� NEW HOPE _DEVELOPMENT 215 (T�H r TEMPORARY 33 ACRES SPREADER ENTRANCE W11 f ENTRANCE WI -05-OLbBAL ST. v I , - - ---- 42 2' 7 r f TEMPO 1 DEPTH=05 N, L R74 176 4' .. . . . ..... PIN 1723991257 m. I ZONING: IND-1 -N, ED IN -3' -1-,, -USE 'N. G f 3: 1) A, 27,746 ' ufvt-.R '9 END WPTH cn 25'X60' 6" USE. LENGTH=10' - ' I "W . ..... . ...... 21B� ---- - ...... . . . ..... VACANT tl IP-RAP C =-1 7511 N 111 Z I", t M ....... . .... HOUSE "N C) DEEP (MIN). PROP. USE: WARE '-N D50 NN CONSTRUCTION 3 �.14 / 1 j' I i ! . . .... .......... -219 . .... . .. . . ........ ENTRANCE 'N . .. ......... N MMER W6 iN 220 i s rn Q TREE 1� 5 LET EE — — — — — — T5_ 4- t`7 V) . .......... — — — — -- . ... ... -221 ... . .......... f I i, PRESERVATION NI OkIFIC E EMERGE NCY o' AREA a 14 I` 9�q —217 'to N'� ...... .......... . ... . . .......... .... . . 5 N N- '7 N - ------ .... .. ...... . ............... - ASPHALT J 219 20' BUILDIN S PAVE ENT 'N F -L-Li L PF �lr/l j I MM. 0 -------- a—, ii . ..... . ..... N CP .......... .......... ...... UL., ... . ...... b E I N, N, i,N . ...... bE 1.11 — 7==_ 7 • 77 ` E.I.P. E.I.P. . .......... E_ . ... .... _., /I I I i� UL UT, .... . .......... ........... .......... .......... ......... ----------- - juuts ......... .... . . .... N 1� I � 11.90�__ .39! U LIMIITS OF-// . ........ . . ..... . . . .... . . . ......... N" IN N 'N' NI LOT 202 "0.5'19"W DISTURBANCE " �N, , . ...... . . . ....... . . �N, J f f NN N, APPROX. "IF • EAST • PARK LOT 203 . ....... , N, ,", . ..... Ni, rn EAST PARK . .. .... L06ATION 0 �RE U 64 BYBASS NORTH Lu . .... U 1-1 WA 'ME PE DIN WITH 0) 64 BY . .. ..... M' 0) BASS NORTH FE�,MATTI G I AT BOTTOM 4210 GLOBAL ST. 4211 GLOBAL ST. -100kT T M �1( C) EL EL ZONING: IND OFWAL TEMPORARY SEEDING AT CL rn c 1 041 ZONING: IND-1 EL CN C14 EX. USE: VACANT TOP OF WALL Mn,� m C-3 EX. USE: WAREHOUSE (n.q. C) A4 C4 rn po .0 0 CONTRACTOR TO INSTALL Lo :• -CAUTION, LOOK OUT FOR 0 04 cn _e m CONSTRUCTION TRAFFIC" SIGN 0 04 0 r- o 0; 0 AT ENTRANCE TO GLOBAL M _j ro c U, STREET FROM NEW HOPE ROAD D M < & uj L;j moo LEGEND EXISTING PROPOSED EXISTING ELECTRIC METER ELECTRIC BOX ELECTRIC PULL BOX ELECTRIC TRANSFORMER ELECTRIC MANHOLE UNDERGROUND TELEPHONE FIBER OPTIC MARKER CABLE MARKER GAS LIN E GAS VALVE GAS METER GAS MARKER WATER LINE WATER VALVE WATER METER FIRE HYDRANT SIGN MAIL BOX TEST HOLE LIGHT STANDARD FENCE BOLLARD PROPOSED W LIT — GAS — H GV MGM -W WV 0_M 0 0 0 0 EXISTING AIR CONDITIONER FLAG POLE MONITORING WELL PARKING METER PLANTER SPRINKLER CONTROL BOX SPRINKLER SPRINKLER VALVE TRAFFIC CONTROL BOX TRAFFIC POLE YARD LIGHT GUARD RAIL PROPERTY LINE EASEMENT SETBACK TYPICAL NOT TO SCALE HIGH POINT IN GRADE LOW POINT IN GRADE TOP OF WALL BOTTOM OF WALL DUCTILE IRON PIPE PROPOSED --------------- (TYP) N.T.S. HIP LIP TW BW DIP . . .......... ... .......... ..... . ........... ......... .......... — — — --------- - — — LOT 3 IR . . ..... . ....... NEW HOPE D EVELOPMENT fi 17.257 ACRES . ... . . .......... 4200 GLOBAL ST. N, ......... . . . ....... LOT 4 ZONING- IN T16W . . .... . .......... ... BULK RIBU NEW HOPE DEVELOPMENT 44j L AREHOU 8.035 ACRES RIF 4201 GLOBAL ST. - — — --------- - — - -- ... . ... A V Up / I/ _ - , 'V 7 .... . ......... ZONING: IN m. NN EX.- ........... w. r ^7 �, � p 3 h w..µ.r�. \ rc,N w•rc , `j g' � ,J" � IN O �\ S • . .. . ........ 'UP -/ . . . ....... ... /5" N, IN N, 8" D50 I P N 194.85 ............... N, 17 t -"WITH- FI ~ TAB 60" INV 06.5,y :7 T . .... ... 3ERVAT!0_N 7N! N22 ur/4il t PT .04' _B,�_,NK LIMIITS OF ?cp c\ DISTURBANCE t I f 85 am 08.85 E&S LEGEND SILT / TREE PROTECTION FENCE SILTATION FENCE w/J HOOK CHECK DAM PERMANENT SEEDING WITH PROTECTIVE PS MATTING TEMPORARY SEEDING TS TEMPORARY DIVERSION TD TEMPORARY SLOPE DRAIN =Z)TSD RIPRAP @ P NN/ IN A rc rc es O rcrr L IN, N, IN \ TREE PRESERVATION } APFA 24=0�04 bB6 �_6 ■ m I �W I atzle AS, FIA ENT or# ,P'j KA LT 0-0110 N DISTURBANCE it 40' of 40' 80 SCALE: 1 = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. SEE C8.3, C8.4, AND C8.5 FOR EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS I LOT 1 CITY OF RALEIGH WILDERS GOVE LANDFILL ZONING: IND-1 EX. USE: VACANT \ I \ I � Irn DEEP (MIN.) 210 SLOPE WITH Its I CONSTRUCTION J-HOOKS N/ NN f ii t ENTRANCE I ,s Id . .. ....... —211- �41! Q -212- MPORA 24" TE !— { cV �, S�OPE DRAIN rn N, f -213-1 ;EN' N CONTRA40R TO NrRE VIEW 210 T7 214 u 2101 GLOBAL/ STREET 'o -H E ROAD ARE KEPT FKE AND. op '210 E.I. PLEA OF DIRT Ar., DEB 0, 00 (;§7 IN, . . . ....... .......... .......... . ...... IN t Li Au.0 CO. rN* 'P IN, 05( P LOT 4 I 'I) I I ( U, N E* HOPE DEVELOPM �—TEMPORARY LTL C%4 _3 I/ / "I i - 2, . . .......... .......... .......... 4204 GLOBAL ST �v N, EXCAVATED DROP 21 r IN o � �i \ m PROTECTION SKIMMER SEDIMENT 0 INLET PROTEC ZONING: IND N, rn Ni .... . . - — ---------- EX. USE: VAC . ...... BASIN WITH 3 BAFFLES 0 RIM , 0.07 --- - - ----- - 213 m. N BUILDING SLAB C) WSEL= 184. K 00 FF=215.00 FREEBOARD b 7 1 . .. .......... EL= 186.25 i -C C 1 F� Nil I VAE) v . .......... > < C7 C P 4 . ..... 04 RARY OM N I LOT 2 2,3 IN EM 0 SI IN Ni \Ax/ i ITCH NEW HOPE.-DEVELOPMENT ....... Nil IN IN '21 6 ACRES 215 N\N TEMPORARY 'N SPREADER 1,Z ZTEVPORARY- z6 IN, /f AL 4205 GLOB ST. DEPTH=0.5 W. 35' IN 2,17 . ..... IN, R74 kN IN PIN 1723991-957- ." __ ii , \,N, \SEEDING ENTRANCE �I L 176 �(4' ZONING: IND 7TH�=3' D 6' EU 25'X60' 6" . . . ..... OF , i " L, I .LEN W .. . ..... . ........ 21 B . ...... J f -R LENG 10 la- IP AP C =_1175'2_1�` USE:7VACANf _7 N/,12 "W ZY C) DEEP (MIN). PROP. USE: WAREHOUSE Jl� 1,71 ,�, / � " N, CD . ..... . ...... N? D50 CONSTRUCTION i -36 DEPTH�=\1.0�1 .. . ..... .. . .... ENTRANCE \ i u eP 11 . .... .......... -219 IN MMER WITH 13- _220 q cal V rn 1� 5 LET EE V) IN I TR -cMuor,514;, . . .. ....... . . .......... . .. . . ..... .......... FIC PRESERVATION ... . .......... C IN Oki 1-1 -4 , : J 7.01, EMERGENCY i 1,,AREA 00 IN —217 SPI 1.0 SPI ID I u I -pl. www I u I L I I------ — —7N T NCB I I PAVE ENT . .. ... 0- . . • .. .... .. ...... .......... .. ---- - . . ..... ASPHALT 219 20' BUILDING S . ....... ..... - - ------ ;II-PPE 51) ... ............. WITH - man Al :3 `N IN V 7 0 E' Ifi�. . . ..... . ..... 7 77 1- . . . . ... .......... ......... — . ...... ...... tLE — �UE - - — - - ---------------- --- UE" . ..... u.E ...... .......... ........ .......... ...... -UE - . ..... . .......... .... ...... E.I.P. E.FP* U 1AW E .... ...... . ... .... . ......................... —.1-008.39! ......... .... ......... . .......... ........... .......... .......... ......... . . .... 1 90___ LIMIITS OF . .... .. . ... I" -Ij IN m. U T El o LOT 202 14850.1519"W DISTURBANCE f . ...... . . . ....... . . f LOT 203 EAST PARK ... . . ...... rtr 64 BYBASS NORTH Lu EAST PARK Mrs 64 BYBASS NORTH -------------- . ..... - 4210 GLOBAL ST. 4211 GLOBAL ST. Ni C) ZONING: IND-1 ZONING: IND-1 041 EX. USE: VACANT f 0- 66 m C-3 EX. USE: WAREHOUSE pj C) C) A4 cq 7 C) U) CONTOURS you 459 't ,ZZ STORM MANHOLE CONTRACTOR TO INSTALL Lo AREA INLET -CAUTION, LOOK OUT FOR F ............... i CURB INLET a) 04 V) _�e m CONSTRUCTION TRAFFIC" SIGN GRATED INLET ........... o 0; 0 FLARED END SECTION ............. ........... ... .................... ... ................... ... .................... ... ................... ................ STORM SEWER STREET FROM NEW HOPE ROAD D GRATED MANHOLE DOWNSPOUT DRAINAGE PIPE moo SWALE/SLOPE INDICATOR SANITARY MANHOLE l_1 V SANITARY SEWER _SS —Ss CLEAN OUT Co UTILITY POLE .................. GUIDE WIRE ru e'u 8 OVERHEAD UTILITY — _OE OE UNDERGROUND ELECTRIC —UE —UE ELECTRIC MARKER EXISTING ELECTRIC METER ELECTRIC BOX ELECTRIC PULL BOX ELECTRIC TRANSFORMER ELECTRIC MANHOLE UNDERGROUND TELEPHONE FIBER OPTIC MARKER CABLE MARKER GAS LIN E GAS VALVE GAS METER GAS MARKER WATER LINE WATER VALVE WATER METER FIRE HYDRANT SIGN MAIL BOX TEST HOLE LIGHT STANDARD FENCE BOLLARD PROPOSED W LIT — GAS — H GV MGM -W WV 0_M 0 0 0 0 EXISTING AIR CONDITIONER FLAG POLE MONITORING WELL PARKING METER PLANTER SPRINKLER CONTROL BOX SPRINKLER SPRINKLER VALVE TRAFFIC CONTROL BOX TRAFFIC POLE YARD LIGHT GUARD RAIL PROPERTY LINE EASEMENT SETBACK TYPICAL NOT TO SCALE HIGH POINT IN GRADE LOW POINT IN GRADE TOP OF WALL BOTTOM OF WALL DUCTILE IRON PIPE PROPOSED --------------- (TYP) N.T.S. HIP LIP TW BW DIP . . .......... ... .......... ..... . ........... ......... .......... — — — --------- - — — LOT 3 IR . . ..... . ....... NEW HOPE D EVELOPMENT fi 17.257 ACRES . ... . . .......... 4200 GLOBAL ST. N, ......... . . . ....... LOT 4 ZONING- IN T16W . . .... . .......... ... BULK RIBU NEW HOPE DEVELOPMENT 44j L AREHOU 8.035 ACRES RIF 4201 GLOBAL ST. - — — --------- - — - -- ... . ... A V Up / I/ _ - , 'V 7 .... . ......... ZONING: IN m. NN EX.- ........... w. r ^7 �, � p 3 h w..µ.r�. \ rc,N w•rc , `j g' � ,J" � IN O �\ S • . .. . ........ 'UP -/ . . . ....... ... /5" N, IN N, 8" D50 I P N 194.85 ............... N, 17 t -"WITH- FI ~ TAB 60" INV 06.5,y :7 T . .... ... 3ERVAT!0_N 7N! N22 ur/4il t PT .04' _B,�_,NK LIMIITS OF ?cp c\ DISTURBANCE t I f 85 am 08.85 E&S LEGEND SILT / TREE PROTECTION FENCE SILTATION FENCE w/J HOOK CHECK DAM PERMANENT SEEDING WITH PROTECTIVE PS MATTING TEMPORARY SEEDING TS TEMPORARY DIVERSION TD TEMPORARY SLOPE DRAIN =Z)TSD RIPRAP @ P NN/ IN A rc rc es O rcrr L IN, N, IN \ TREE PRESERVATION } APFA 24=0�04 bB6 �_6 ■ m I �W I atzle AS, FIA ENT or# ,P'j KA LT 0-0110 N DISTURBANCE it 40' of 40' 80 SCALE: 1 = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. SEE C8.3, C8.4, AND C8.5 FOR EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS I LOT 1 CITY OF RALEIGH WILDERS GOVE LANDFILL ZONING: IND-1 EX. USE: VACANT \ I \ I � Irn DEEP (MIN.) 210 SLOPE WITH Its I CONSTRUCTION J-HOOKS N/ NN f ii t ENTRANCE I ,s Id . .. ....... —211- �41! Q -212- MPORA 24" TE !— { cV �, S�OPE DRAIN rn N, f -213-1 ;EN' N CONTRA40R TO NrRE VIEW 210 T7 214 u 2101 GLOBAL/ STREET 'o -H E ROAD ARE KEPT FKE AND. op '210 E.I. PLEA OF DIRT Ar., DEB 0, 00 (;§7 IN, . . . ....... .......... .......... . ...... IN t Li Au.0 CO. rN* 'P IN, 05( P LOT 4 I 'I) I I ( U, N E* HOPE DEVELOPM �—TEMPORARY LTL C%4 _3 I/ / "I i - 2, . . .......... .......... .......... 4204 GLOBAL ST �v N, EXCAVATED DROP 21 r IN o � �i \ m PROTECTION SKIMMER SEDIMENT 0 INLET PROTEC ZONING: IND N, rn Ni .... . . - — ---------- EX. USE: VAC . ...... BASIN WITH 3 BAFFLES 0 RIM , 0.07 --- - - ----- - 213 m. N BUILDING SLAB C) WSEL= 184. K 00 FF=215.00 FREEBOARD b 7 1 . .. .......... EL= 186.25 i -C C 1 F� Nil I VAE) v . .......... > < C7 C P 4 . ..... 04 RARY OM N I LOT 2 2,3 IN EM 0 SI IN Ni \Ax/ i ITCH NEW HOPE.-DEVELOPMENT ....... Nil IN IN '21 6 ACRES 215 N\N TEMPORARY 'N SPREADER 1,Z ZTEVPORARY- z6 IN, /f AL 4205 GLOB ST. DEPTH=0.5 W. 35' IN 2,17 . ..... IN, R74 kN IN PIN 1723991-957- ." __ ii , \,N, \SEEDING ENTRANCE �I L 176 �(4' ZONING: IND 7TH�=3' D 6' EU 25'X60' 6" . . . ..... OF , i " L, I .LEN W .. . ..... . ........ 21 B . ...... J f -R LENG 10 la- IP AP C =_1175'2_1�` USE:7VACANf _7 N/,12 "W ZY C) DEEP (MIN). PROP. USE: WAREHOUSE Jl� 1,71 ,�, / � " N, CD . ..... . ...... N? D50 CONSTRUCTION i -36 DEPTH�=\1.0�1 .. . ..... .. . .... ENTRANCE \ i u eP 11 . .... .......... -219 IN MMER WITH 13- _220 q cal V rn 1� 5 LET EE V) IN I TR -cMuor,514;, . . .. ....... . . .......... . .. . . ..... .......... FIC PRESERVATION ... . .......... C IN Oki 1-1 -4 , : J 7.01, EMERGENCY i 1,,AREA 00 IN —217 SPI 1.0 SPI ID I u I -pl. www I u I L I I------ — —7N T NCB I I PAVE ENT . .. ... 0- . . • .. .... .. ...... .......... .. ---- - . . ..... ASPHALT 219 20' BUILDING S . ....... ..... - - ------ ;II-PPE 51) ... ............. WITH - man Al :3 `N IN V 7 0 E' Ifi�. . . ..... . ..... 7 77 1- . . . . ... .......... ......... — . ...... ...... tLE — �UE - - — - - ---------------- --- UE" . ..... u.E ...... .......... ........ .......... ...... -UE - . ..... . .......... .... ...... E.I.P. E.FP* U 1AW E .... ...... . ... .... . ......................... —.1-008.39! ......... .... ......... . .......... ........... .......... .......... ......... . . .... 1 90___ LIMIITS OF . .... .. . ... I" -Ij IN m. U T El o LOT 202 14850.1519"W DISTURBANCE f . ...... . . . ....... . . f LOT 203 EAST PARK ... . . ...... rtr 64 BYBASS NORTH Lu EAST PARK Mrs 64 BYBASS NORTH -------------- . ..... - 4210 GLOBAL ST. 4211 GLOBAL ST. Ni C) ZONING: IND-1 ZONING: IND-1 041 EX. USE: VACANT f 0- 66 m C-3 EX. USE: WAREHOUSE pj C) C) A4 cq 7 C) U) we 't 0 CONTRACTOR TO INSTALL Lo :, -CAUTION, LOOK OUT FOR C) a) 04 V) _�e m CONSTRUCTION TRAFFIC" SIGN 0 04 0 r- o 0; 0 AT ENTRANCE TO GLOBAL M c U, , C;• STREET FROM NEW HOPE ROAD D M < moo C) al V) M O 0 UI CD M C3 po C-) (L Q c� CL co c� (L 3 17 CL C-4 V) po — C) C*4 U) 0 04 V) M o c U, C;i M < LLJ L;j =v), EXISTING ........... LEGEND CONTOURS STORM MANHOLE AREA INLET CURB INLET GRATED INLET FLARED END SECTION STORM SEWER GRATED MANHOLE DOWNSPOUT DRAINAGE PIPE SWALE/SLOPE INDICATOR SANITARY MANHOLE SANITARY SEWER CLEAN OUT UTILITY POLE GUIDE WIRE OVERHEAD UTILITY UNDERGROUND ELECTRIC ELECTRIC MARKER . .. . .. .. .... . .... .......... . . ...... . . A .......... .......... . . .... . .......... \ ..•N „.. ;z Z/ ...... ..... ..... . .......... .......... . . . ...... ... . . ...... .......... if y V a" I z Imm i.X A n- AN pon . ... ... ... - - - -- — --------- .. . . . ...... ....... . I IV, - - ---------- - - ------ . . ....... riA%X . . . ........ .......... A ff" u, 7vn0C f .... .... . . on- it Af q h, f, 77 , t 1" J, "J'/1 V zvy ff w, jf 1111 a AF J rIl ff —Z n' e_l if 4 124 A M.' i fl 1- hi 'It K, ".7 i PQ 4 ry z,� I p V, i V —N i ifoo nr i a h' U, H Al, I "RE ZYA i z a 9 7" " r 65 nW A4 4 w N .vrc 4 M., n y 9 W jAl C i U i Et. REZ.i, PROPOSED —460— 0 0 offi@0 -01.0 O SS —Ss CO M.) OE —OE UE —UE EXISTING ELECTRIC METER ELECTRIC BOX ELECTRIC PULL BOX ELECTRIC TRANSFORMER ELECTRIC MANHOLE ..................••• UNDERGROUND TELEPHONE FIBER OPTIC MARKER CABLE MARKER ..................... GAS LIN E GAS VALVE GAS METER GAS MARKER WATER LINE WATER VALVE WATER METER FIRE HYDRANT SIGN MAIL BOX TEST HOLE LIGHT STANDARD FENCE BOLLARD PROPOSED w UT — GAS — N GV MGM -w WV 0-11111 0 0 0 0 EXISTING AIR CONDITIONER FLAG POLE MONITORING WELL PARKING METER PLANTER SPRINKLER CONTROL BOX SPRINKLER SPRINKLER VALVE TRAFFIC CONTROL BOX TRAFFIC POLE YARD LIGHT GUARD RAIL PROPERTY LINE EASEMENT SETBACK TYPICAL NOT TO SCALE HIGH POINT IN GRADE LOW POINT IN GRADE TOP OF WALL BOTTOM OF WALL DUCTILE IRON PIPE PROPOSED --------------- (TYP) N.T.S. HIP LIP TW BW DIP E&S LEGEND SILT / TREE PROTECTION FENCE SILTATION FENCE w/J HOOK CHECK DAM PERMANENT SEEDING WITH PROTECTIVE PS MATTING TEMPORARY SEEDING TS TEMPORARY DIVERSION TD TEMPORARY SLOPE DRAIN =Z)TSD RIPRAP @ r. zx/ 0 Nrc rc .000 ry X tAi X rc X X rvs nn rrc Al- IN141 TREE PRESERVATION V IMIITS 017`� DISTURBANCE 4 l" M 40' of 40' 80 SCALE: 1 = 40' NOTE: 1. SEE COVER SHEET FOR LEGEND 2. SEE SPECIFICATION SHEET FOR GENERAL NOTES 3. SEE C8.3, C8.4, AND C8.5 FOR EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS .0116� q irl -AM 4 -1 Vi, i 1 i-E t a.... ..... 4: i a a W-0-MV. Ziff, a-wim a-- a U.2 MOW a a-- -a Ix w5l, ur; .... . ........ 41 7 ............................................. 4 ................. _7 i ij i "Rpm/ "'77 7 7 7 lo . ..... . ..... ................ ........ . . ... . ......... .......... .... ...... 7 rt . . ....... ......... . ..... . . .... . ....... . .. . .... .... . ... .. .... 7:1 rn 3 0 0 I N �I a a o_ 3 N M x a M g o_ -I i 0 1 U I i CD M 0 0 PO J U C0 0 d O I CL LqN 3�� N pj N 0 Q I N o N N N o; o C rn p N M a' 0 z W m Q oo SWPPP NOTES SITE OWNER: NEW HOPE DEVELOPMENT PARTNERS, LLC 1. SITE ADDRESS: 4205 GLOBAL STREET RALEIGH, NC 27601 2. REFER TO IMPROVEMENT PLANS FOR PERTINENT SITE MAP INFO. 3. REFER TO IMPROVEMENT PLANS FOR PERTINENT TOPOGRAPHICAL INFO. 4. RUNOFF COEFFICIENTS: UNDEVELOPED - 0.35 DEVELOPED - 0.95 5. TOTAL LAND ESTIMATED TO BE DISTURBED - APPROXIMATELY 6.45 ACRES 6. REFER TO EROSION AND SEDIMENTATION CONTROL PLAN FOR LOCATION OF ACCESS TO CONSTRUCTION SITE. SITE DATA PIN # 1723991957 ZONING - 11 TOTAL AREA - 9.43 ACRES FEMA FLOODPLAIN - YES NEUSE RIVER BASIN - YES LATITUDE: 35.78099 LONGITUDE: - 78.564861 SITE MAINTENANCE CONTACT: DAVID SMITH, BCCG PH: 810- 772 -1691 FLOOD FRINGE IMPACT TOTAL FLOOD FRINGE ON SITE = 1.66 ACRES TOTAL AREA OF IMPACT = 0.68 ACRES PERCENTAGE OF IMPACT = 41% EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE EXISTING SITE 9.43 ACRE SITE LOCATED AT 4205 GLOBAL STREET, WHICH IS AT THE NORTHWEST CORNER OF INTERSTATE 64 AND NEW HOPE ROAD, IS UNDEVELOPED. THE SITE IS LOCATED IN THE CITY OF RALEIGH IN WAKE COUNTY NORTH CAROLINA (SEE VICINITY MAP) THIS PROJECT CONSISTS OF THE 7. DESCRIPTION OF B.M.P.'S TO CONTROL EROSION AND SEDIMENTATION (INTERIM AND PERMANENT STABILIZATION PRACTICES) CONSTRUCTION OF A 100,155 SF WAREHOUSE, 65,010 SF OF WHICH WILL BE USED FOR TIRE DISTRIBUTION. THE ADDITIONAL 35,145 SF WILL BE FOR FUTURE Soils EXPANSION. THE PROPOSED PROJECT FRONTS GLOBAL STREET, WHICH IS CLASSIFIED AS COMMERCIAL THERE IS A NEUSE RIVER BUFFER ALONG THE WEST AND A. CONTRACTOR SHALL ESTABLISH PERIMETER SILTATION CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. AREAS REQUIRING MINOR CLEARING & /OR GRADING PRIOR TO NORTH SIDES OF THE SITE. THERE IS ALSO A FLOODPLAIN AND GREENWAY EASEMENT ALONG THE NORTHERN PROPERTY LINE. APPROXIMATELY 6.5 ACRES WILL BE INSTALLATION OF SILTATION CONTROL SHALL BE COMPLETED IN A TIMELY MANNER AND SILTATION CONTROL ESTABLISHED IMMEDIATELY FOLLOWING. DISTURBED DURING THE CONSTRUCTION PERIOD. B. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE THE ACCESS AREAS INTERSECT WITH PUBLIC ACCESS WAYS. DURING MUDDY CONDITIONS, DRIVERS OF SITE DESCRIPTION 0 VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE ROADWAY. WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ACCESS WAYS, THE ROAD SHALL THE SITE GENERALLY DRAINS FROM THE EASTERN PROPERTY LINE TO THE WEST AND NORTH AT APPROXIMATELY 5% FROM AN ELEVATION OF TO 209 WHERE THERE C BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING. STREET WASHING SHALL BE ALLOWED IS A STEEP DROP AT 50% TOWARDS THE NEUSE RIVER AT AN ELEVATION OF 194. A PORTION OF THE SITE IS IN THE NEUSE BUFFER, WHICH IS NOW COVERED WITH 0 ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. WOODY VEGETATION. THE REST OF THE SITE IS PREDOMINATELY COVERED WITH GRASS. C. UPON COMMENCEMENT OF INITIAL CLEARING AND GRUBBING OPERATIONS, AS WELL AS FUTURE GRADING OPERATIONS, TOPSOIL MUST BE STRIPPED FROM GRADED AREAS AND STOCKPILED FOR USE IN FINAL GRADING AND / OR EXCESS REMOVAL. THE STOCKPILES WILL BE KEPT ON SITE BUT MUST STAY CLEAR OF ALL CONSTRUCTION ACTIVITY. ADJACENT PROPERTIES THE STOCKPILE MUST BE STABILIZED WITH TEMPORARY VEGETATION, OR COVERED AT THE END OF EACH WORKDAY, OR PERIMETER CONTROLS MUST BE IN PLACE TO LAND USE IN THE VICINITY IS INDUSTRIAL. THE LAND IMMEDIATELY TO THE WEST AND SOUTH ARE UNDEVELOPED AND COVERED WITH GRASS. THE LAND TO THE EAST PREVENT SOIL LOSS AND SEDIMENT TRANSPORT FROM THE STOCKPILE ITSELF. HAS BEEN DEVELOPED FOR INDUSTRIAL USE. THE LAND TO THE NORTH IS A GREENWAY EASEMENT FOR CRABTREE CREEK. NO OFFSITE DRAINAGE CONTRIBUTES TO Interstate Highways -f RUNOFF ONTO THE CONSTRUCTION SITE. SEDIMENT CONTROL MEASURES WILL BE TAKEN TO PREVENT DAMAGE TO THE NEUSE BUFFER AND CRABTREE CREEK. D. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHALL NOT EXCEED 10 PERCENT SLOPE. SOILS E. CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS OF THE SITE SCHEDULED FOR CONSTRUCTION. AREAS NOT SCHEDULED FOR IMMEDIATE CONSTRUCTION SHALL NOT BE THE SOIL IN THE PROJECT AREA IS MAPPED AS APPLING SANDY LOAM AND CHEWACLA SANDY LOAM, GROUPS B AND D SOIL CLASSES. GROUP CLEARED OF ESTABLISHED VEGETATION UNTIL REQUIRED. REMAINDER OF SITE SHALL BE GRADED, AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND B SOILS ARE CONSIDERED TO HAVE A MODERATE INFILTRATION RATE WHEN THOROUGHLY WET. GROUP D SOILS ARE CONSIDERED TO HAVE A VERY SLOW INFILTRATION RATE HIGH MAINTENANCE OF SILTATION CONTROL THROUGHOUT THE DURATION OF THE PROJECT. RUNOFF POTENTIAL) WHEN THOROUGHLY WET. F. INLET PROTECTION SHALL BE PLACED AROUND EACH INLET, IMMEDIATELY, UPON COMPLETION OF CONSTRUCTION OF EACH INLET. INLETS MAY BE UTILIZED FOR STORM WATER CONTROL DURING CONSTRUCTION, WITH THE EROSION CONTROL MEASURES IN PLACE. PLANNED EROSION AND SEDIMENTATION_ G. IF SEEDING OR ANOTHER VEGETATIVE EROSION CONTROL METHOD IS USED, IT SHALL BECOME ESTABLISHED IN AREAS WHERE ACTIVE CONSTRUCTION WILL NOT TAKE PLACE FOR 14 DAYS. CONTROL PRACTICES_ H. TECHNIQUES SHALL BE EMPLOYED TO ENSURE STABILIZATION ON STEEP SLOPES AND IN DRAINAGE WAYS. 1. STANDARD TEMPORARY (SEDIMENT /SILT) / TREE PROTECTION FENCE 2. EXCAVATED DROP INLET PROTECTION I. TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE. 3. CHECK DAM 4. CONSTRUCTION ENTRANCE J. TECHNIQUES SHALL BE EMPLOYED TO DIVERT UPLAND RUNOFF PAST DISTURBED SLOPES 5. DIVERSION DITCH 6. BLOCK AND GRAVEL DROP INLET PROTECTION K. ANY DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR 14 DAYS OR MORE SHALL BE STABILIZED WITH SEEDING AND MULCHING PER SPECIFICATIONS INCLUDED IN 7. SKIMMER SEDIMENT BASIN NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. IF SEASONAL CONDITIONS PROHIBIT SEEDING, MULCHING OR MATTING SHALL BE USED. 8. BLOCK & GRAVEL CURB INLET SEDIMENT FILTER 9. TEMPORARY AND PERMANENT SEEDING WITH MAT PROTECTION L. SEDIMENTATION CONTROLS SHALL ONLY BE REMOVED AFTER THE SITE IS COMPLETELY STABILIZED, VEGETATION IS WELL ESTABLISHED, ALL PAVEMENT AREAS ARE INSTALLED 10. TEMPORARY SLOPE DRAIN AND AS THE CITY OF RALEIGH APPROVES. 9. DESCRIPTION 'S TO PREVENT POTENTIAL POLLUTANTS (CONSTRUCTION WASTES, TOXIC OR HAZARDOUS SUBSTANCES, PETROLEUM PRODUCTS, PESTICIDES, HERBICIDES, SITE LITTER, SANITARY WASTES, ETC.) CONSTRUCTION SEQUENCE_ A. SOLID NON - HAZARDOUS CONSTRUCTION WASTE - DISPOSE OF IN TRASH DUMPSTERS OR APPROVED EQUIVALENT IN A LOCATION APPROVED BY THE OWNER. POTENTIALLY SOLUBLE OR LEACHABLE SOLID WASTE SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK -PROOF CONTAINERS. SOLID WASTE SHALL BE STORED OFF THE GROUND INITIAL PREPARATION AND IN COVERED LEAK -PROOF CONTAINERS. SOLID WASTE SHALL BE PROPERLY DISPOSED OF OFF -SITE ON A REGULAR BASIS. 1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. B. HAZARDOUS WASTE - HAZARDOUS WASTE SHALL BE SEGREGATED FROM NON - HAZARDOUS CONSTRUCTION SITE DEBRIS. LIQUID OR SEMI - LIQUID HAZARDOUS WASTE SHALL BE 2. OBTAIN A LAND DISTURBANCE PERMIT. STORED IN APPROPRIATE CONTAINERS (CLOSED DRUMS OR SIMILAR) AND SHALL BE KEPT UNDER COVER. GRANULAR, SOLUBLE, OR LEACHABLE HAZARDOUS WASTE MATERIALS 3. PRIOR TO CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR CHRIS BRIDGERS AT 919 - 996 -3508 TO SCHEDULE AN SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK -PROOF CONTAINERS, THE OWNER SHALL PROPERLY APPROVE ANY HAZARDOUS WASTE STORAGE AREA ON -SITE PRE - CONSTRUCTION MEETING. LOCATIONS. 4. CONTRACTOR MOBILIZATION. PHASE 1 C. HAZARDOUS WASTE SHALL BE PROPERLY DISPOSED OF OFF -SITE ON A REGULAR BASIS BY A REPUTABLE, LICENSED HAZARDOUS WASTE HAULER. 5. INSTALL ALL PHASE 1 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES. INSTALL OR INSPECT AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCE PADS, SILT FENCE WITH D. IT IS NOT THE INTENT OF THIS SWPPP TO SUPERSEDE OR REPLACE NORMAL SITE ASSESSMENT AND REMEDIATION PROCEDURES CONCERNING HAZARDOUS MATERIALS. J- HOOKS, TEMPORARY DIVERSION DITCHES, TEMPORARY SLOPE DRAIN, AND SKIMMER SEDIMENT BASIN AS SHOWN ON THE PHASE 1 PLAN. SILT SIGNIFICANT SPILLS AND /OR CONTAMINATION WARRANT AN IMMEDIATE RESPONSE BY TRAINED PROFESSIONALS. SUSPECTED JOB SITE CONTAMINATION SHOULD IMMEDIATELY BE FENCE WITH J HOOKS TO BE SPACED AS SHOWN ON PLAN. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. REPORTED TO REGULATORY AUTHORITIES AND PROTECTIVE MEASURES TAKEN. 6. CALL THE RAPID RESPONSE NUMBER 919 - 857 -4412 TO SCHEDULE A SITE STORMWATER INSPECTION. 7. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY FOR PHASE 1. E. ON -SITE FUELING FACILITIES ARE REQUIRED TO ADHERE TO ALL APPLICABLE FEDERAL AND STATE REGULATIONS CONCERNING STORAGE AND DISPENSERS. 8. COMMENCE PHASE 1 INSTALLATION OF BUILDING SLAB AND ASSOCIATED FOUNDATION WALLS, EAST RETAINING WALL, AND INITIAL DOWNSTREAM PORTIONS OF STORM SEWER SYSTEM AS INDICATED ON THE PLANS. F. PROVISIONS SHALL BE MADE SO THAT A SUFFICIENT NUMBER OF TEMPORARY TOILET FACILITIES ARE AVAILABLE TO SERVE THE NUMBER OF WORKERS ON -SITE. PHASE 2 9. INSTALL TEMPORARY EXCAVATED DROP INLET PROTECTION AS SHOWN ON THE PHASE 2 PLAN. INSTALL TEMPORARY DIVERSION DITCH ALONG THE G. PROVISIONS SHALL BE MADE FOR LITTER CONTROL. WEST EDGE OF THE SITE AS SHOWN ON THE PHASE 2 PLAN. DRAIN TO TEMPORARY EXCAVATED DROP INLET PROTECTION AREAS. 10. INSTALL TEMPORARY DIVERSION DITCH ABOVE NEW SURFACE SAND FILTER LOCATION ON WEST SIDE OF SITE. INSTALL NEW SURFACE SAND FILTER. 10. DESCRIPTION OF B.M.P.'S TO REMAIN AFTER CONSTRUCTION 11. MAINTAIN DEVICES AS NEEDED. STABILIZE ANY GRADED SLOPES AND FILLS WHERE ACTIVE CONSTRUCTION WILL NOT TAKE PLACE FOR 14 CALENDAR DAYS BY TEMPORARY SEEDING OR MULCHING. A. TURF AREAS - TURF AREAS SHALL BE MAINTAINED TO INSURE SITE AREAS REMAIN STABILIZED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 12. COMMENCE PHASE 2 INSTALLATION OF REMAINING PORTIONS OF STORM SEWER SYSTEM, CURBS, PAVEMENT AND OTHER IMPROVEMENTS AS INDICATED ON THE PLANS. B. EROSION AND SEDIMENTATION CONTROL MATTING AND SEEDING ON STEEP SLOPES. PHASE 3 13. TEMPORARY EXCAVATED DROP INLET PROTECTION AREAS ARE TO BE REMOVED AND REPLACED WITH INLET PROTECTION DEVICES AS THE CONTRIBUTING C. PAVED AREAS AND WALKWAYS - AREAS SUBJECT TO FOOT AND VEHICLE TRAFFIC SHALL BE PAVED AND KEPT IN GOOD REPAIR FOLLOWING COMPLETION OF CONSTRUCTION DRAINAGE AREAS ARE PAVED AND STABILIZED. ACTIVITIES. 14. REMOVE SKIMMER SEDIMENT BASIN AND PERFORM FINAL GRADING ON NORTH FILL SLOPE AFTER ALL PAVING AND STORM SEWERS ARE INSTALLED AND THEIR CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. 11. CONTRACTOR TO COORDINATE WITH THE CITY AND DEVELOPER FOR OFF STREET PARKING AREA, IF REQUIRED. 15. PERFORM FINAL GRADING ON REMAINDER OF SITE AFTER ALL PAVING AND STORM SEWERS ARE INSTALLED AND THEIR CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. 12. HAUL ROUTE OF EXCESS SPOILS TO BE DETERMINED BY SITE CONTRACTOR. 16. ALL DISTURBED AREAS INDICATED AS GREEN SPACE SHALL BE PERMANENTLY SEEDED (WITH PROTECTIVE MATTING ON SLOPES GREATER THAN 3:1) AND PROTECTED IMMEDIATELY AFTER THEY ARE CONSTRUCTED. 13. REFER TO B.M.P.'S DESCRIPTIONS AND THE EROSION AND SEDIMENTATION CONTROL PLAN TO REFERENCE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THIS 17. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. SITE. 18. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE. FINAL APPROVAL 14. PLANNED RESPONSE TO LOSS OF CONTAINED SEDIMENT: 19. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO B.M.P.'S SHALL BE REPAIRED AND /OR REPLACED IMMEDIATELY, AS REQUIRED, TO STABILIZE SITE AND CONTAIN SEDIMENT LADEN RUNOFF. OFFSITE AREAS SHALL BE REVIEWED FOR LARGE BARE PATCHES OR EVIDENCE OF EROSION. EXTENT OF IMPACT FROM B.M.P. FAILURE. PERMIT HOLDER SHALL BE REQUIRED TO PROVIDE DOCUMENTATION OF THE B.M.P. MEASURES, INSTALLED AND SCHEDULED MAINTENANCE, 20. IF APPLICABLE, AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH AND REPAIRS. FORM 511 AND APPROVABLE BMP AS -BUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW AND WRITTEN ACCEPTANCE. THE CERTIFICATIONS MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 15. PERMIT HOLDER 21. IF APPLICABLE, ELEVATION CERTIFICATE SUBMITTAL, REVIEW, AND ACCEPTANCE IS REQUIRED PRIOR TO APPROVAL OF FINAL FLOOD PERMIT INSPECTION. 22. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED PRIOR TO APPROVAL OF FINAL WATERSHED PERMIT A. PERMIT HOLDER SHALL NOTIFY ALL CONTRACTORS AND OTHER ENTITIES (INCLUDING UTILITY CREWS, CITY EMPLOYEES, OR THEIR AGENTS) THAT WILL PERFORM WORK AT THE INSPECTION. SITE, OF THE EXISTENCE OF THE EROSION AND SEDIMENTATION CONTROL PLAN AND WHAT ACTIONS OR PRECAUTIONS SHALL BE TAKEN WHILE ON SITE TO MINIMIZE THE 23. CALL THE RAPID RESPONSE NUMBER 919 - 857 -4412 TO SCHEDULE A STORMWATER FINAL INSPECTION. POTENTIAL FOR EROSION AND THE POTENTIAL FOR DAMAGING ANY BEST MANAGEMENT PRACTICES (BMP'S). B. PERMIT HOLDER SHALL DETERMINE THE NEED FOR AND ESTABLISH TRAINING PROGRAMS TO ENSURE THAT ALL SITE WORKERS HAVE BEEN TRAINED, AT A MINIMUM, IN EROSION CONTROL, MATERIAL HANDLING AND STORAGE, AND HOUSEKEEPING. C. PROVIDE COPIES OF THE EROSION AND SEDIMENTATION CONTROL PLAN TO ALL PARTIES WHO ARE RESPONSIBLE FOR INSTALLATION, OPERATION, OR MAINTENANCE FOR ANY BEST MANAGEMENT PRACTICES (BMP'S). D. MAINTAIN A CURRENT COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN ON THE SITE AT ALL TIMES. 16. PRIOR TO ANY MAJOR LAND DISTURBANCE ACTIVITY, A LAND DISTURBANCE PERMIT FROM THE CITY OF RALEIGH, WILL BE REQUIRED. 17. ANY LAND CLEARING, CONSTRUCTION, OR DEVELOPMENT INVOLVING THE MOVEMENT OF EARTH SHALL BE IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL PLAN. 18. CONTRACTOR SHALL KEEP SILT FROM ENTERING INTO THE STORM SEWER SYSTEM AND ALL KEEP WATER FROM PONDING ON THE PAVEMENT THAT IS PART OF THE VEHICLE OR PEDESTRIAN TRAVEL WAY. INLET PROTECTION SHALL ONLY BE USED AS NECESSARY TO KEEP SILT FROM ENTERING INTO THE STORM SEWER SYSTEM. 19. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND CONSTRUCTION SCHEDULE. 20. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF ALL CRITICAL AREAS. 21. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 4 -6 INCHES BEFORE PLACING TOPSOIL. 22. CLEAR AND GRUB AREAS TO BE FILLED BY REMOVING TREES, VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANNED STABILITY OF THE FILL. 23. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER MATERIALS INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS. 24. PLACE ALL FILL IN LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS, AND COMPACT THE LAYERS AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS. 25. DO NOT INCORPORATE FROZEN, SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES. 26. DO NOT PLACE FILL ON A FROZEN FOUNDATION, DUE TO POSSIBLE SUBSIDENCE AND SLIPPAGE. 27. KEEP DIVERSIONS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. 28. HANDLE SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE WITH APPROVED METHODS. 29. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE GRADING PLAN. APPLY TEMPORARY AND /OR PERMANENT STABILIZATION MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 14 WORKING DAYS OR LONGER. LOCATION MAP (NOT TO SCALE) NC MAINTENANCE REQUIREMENTS INSPECTION AND MAINTENANCE OF SOIL EROSION CONTROL MEASURES TO BE CONDUCTED AFTER EACH RAIN EVENT AND AT LEAST ONCE A WEEK OR AS INDICATED BELOW, WHICHEVER IS SOONER SKIMMER SEDIMENT BASIN INSPECT SKIMMER SEDIMENT BASIN WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL (1/2" OR GREATER) EVENT AND REPAIR IMMEDIATELY AS NEEDED. REMOVE SEDIMENT STORAGE WHEN SEDIMENT ACCUMULATES TO ONE HALF THE HEIGHT OF THE FIST BAFFLE. RESTORE BASIN TO ITS ORIGINAL DIMENSIONS AND DEPTH. REMOVE SEDIMENT FROM ENTIRE BASIN. REPAIR AND RE- ANCHOR BAFFLES AS NEEDED TO ENSURE PROPER OPERATION OF THE BASIN. INSPECT SKIMMER TO ENSURE IT IS FREE OF DEBRIS AND INSPECT ORIFICE INSIDE SKIMMER TO ENSURE IT IS NOT CLOGGED. INSPECT SPILLWAY AND OUTLET FOR SIGNS OF EROSION AND REPAIR IMMEDIATELY. SILT FENCES SHOULD BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND SEVERAL TIMES DURING PROLONGED RAINFALLS. IF THE FENCE IS SAGGING OR THE SOIL HAS REACHED ONE HALF THE HEIGHT OF THE FABRIC, THE SOIL BEHIND THE FABRIC MUST BE REMOVED AND DISPOSED OF IN AN UPLAND STABLE SITE. THE SOIL CAN BE ADDED TO THE SPOIL PILE. IF THE FABRIC IS BEING UNDERCUT (I.E. IF THE WATER IS SEEPING UNDER THE FENCE), THE FENCE SHOULD BE REMOVED AND REINSTALLED FOLLOWING THE GIVEN PROCEDURES. FABRIC WHICH DECOMPOSES OR OTHERWISE BECOMES INEFFECTIVE SHOULD BE REMOVED AND REPLACED WITH NEW FILTER FABRIC IMMEDIATELY. FILTER FENCES SHOULD BE REMOVED ONCE VEGETATION IS WELL ESTABLISHED AND THE UP -SLOPE IS FULLY STABILIZED UNLESS DIRECTED OTHERWISE BY THE ENGINEER. INSPECT CHECK DAMS AFTER EACH STORM EVENT TO ENSURE THEIR STRUCTURAL INTEGRITY. THE CENTER OF A CHECK DAM SHOULD ALWAYS BE LOWER THAN ITS EDGES. ADDITIONAL STONE MAY HAVE TO BE ADDED TO MAINTAIN THE CORRECT HEIGHT. DURING INSPECTION, REMOVE LARGE DEBRIS, TRASH, AND LEAVES. WHEN THE SEDIMENT HAS REACHED A HEIGHT OF APPROXIMATELY ONE -HALF THE ORIGINAL HEIGHT OF THE DAM (MEASURED AT THE CENTER), REMOVE ACCUMULATED SEDIMENT FROM THE UPSTREAM SIDE OF THE DAM. WHEN CHECK DAMS ARE REMOVED, CARE MUST BE TAKEN TO REMOVE ALL DAM MATERIALS TO ENSURE PROPER FLOW WITHIN THE CHANNEL. IF EROSION OR HEAVY FLOWS CAUSE THE EDGES OF A DAM TO FALL TO A HEIGHT EQUAL TO OR BELOW THE HEIGHT OF THE CENTER, REPAIR IT IMMEDIATELY. IN ADDITION, BEFORE REMOVING A CHECK DAM, REMOVE ALL ACCUMULATED SEDIMENT. REMOVE A CHECK DAM ONLY AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. USE PERMANENT VEGETATION TO STABILIZE THE AREA FROM WHICH THE DAM MATERIAL IS REMOVED. ACCESS ROADS (HAUL ROADS) PROPER MAINTENANCE MAY INCLUDE ADDING ADDITIONAL LAYERS OF STONE WHEN THE ORIGINAL STONE BECOMES COVERED WITH MUD. AFTER EACH STORM EVENT, INSPECT THE ROAD FOR EROSION AND MAKE ANY NECESSARY REPAIRS. IT IS ALSO IMPORTANT TO CHECK AND MAINTAIN ANY BMP'S WHICH ARE USED IN CONJUNCTION WITH THIS BMP, ESPECIALLY THOSE FOR DRAINAGE. ALL SEDIMENT DROPPED OR ERODED ONTO PUBLIC RIGHT -OF -WAYS SHOULD BE REMOVED IMMEDIATELY BY SWEEPING. IF THE STREETS IN FRONT OF THE PROJECT ARE NOT KEPT CLEAN AT ALL TIMES, CONTRACTOR WILL BE REQUIRED TO INSTALL A WASH STATION. SEEDING, SODDING, AND MULCHING SEEDED, SODDED OR MULCHED AREAS SHOULD BE CHECKED FOLLOWING EACH RAIN TO ENSURE THE MATERIAL IS STAYING IN PLACE. ADDITIONAL TACKING MATERIALS OR NETTING MAY NEED TO BE APPLIED TO HOLD THE AFOREMENTIONED MATERIALS IN PLACE. MAINTENANCE PROCEDURES SHOULD ALSO BE FOLLOWED FOR THE BMP'S WHICH ARE IMPLEMENTED TO KEEP ERODED SOIL OR CONCENTRATED RUNOFF AWAY FROM THESE TARGET AREAS. 35' 47" 1" 35° 46' 50" Hydrologic Soil Group -Wake County, North Carolina M Map Scale: 1:1.660 if printed on Asize (6.5" x 11 ") sheet. `3 m N Meters q 0 15 30 60 90 Feet 0 50 100 200 300 USDA, Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B /D, and C /D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B /D, or C /D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. 4/10/2013 Page 1 of 4 35° 47' 1" 35° 46'50" Area of Interest (A01) Major Roads Local Roads Area of Interest (AOI) Soils Soil Map Units Soil Ratings A A/D B 0 B/D 0 C ® C/D 0 D Not rated or not available Political Features Cities Water Features Streams and Canals Transportation Rails Interstate Highways -f US Routes Major Roads Local Roads 3 v rn rn 0 0 I N_ 1 EL EL EL 3 M 2 0_ Z g o_ i 51 w. 0 U / U' O v p M o) Q oaco LO N "., N M 0 m¢ I w ~ p`� O N N CF 0 c m 'c :3 .. mQ Z �D o TREE PROTECTION AREA DO NOT ENTER v WARNING SIGN DETAIL STEEL POST WOVEN WIRE FABRIC WARNING SIGN MIN. 10 GA. LINE WIRES ° N FILL SLOPE ih GRADE d o MIN 0 _IiI -I W-111 SILT FENCE GEOTEXTILE FABRIC 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6 -9 MONTHS NOTES: PLASTIC OR /WIRE TIES 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. B. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. 9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL 10. SEE N.C. STATE REND PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE). 50' MIN. AND SUFFICIENT TO KEEP SEDIMENT ON SITE 000°000 °o °0°000°0 o°000 °° °o ° °oo Oo 0 00 0 00000 0000 0° 000 0 0 0 000 °00000 °o 0 0 00 °0 o °O o0 0 0 o C, o ° o0 Q o 0 2" – 3" STONE TO BE USED 00 3" o °o ( SURGE STONE OR 00 cn C) 00 w °o °00°0 ° RAILROAD BALAST) 00 °0 0 00 000 00 0 °000 0°0000 °0°0°0000°o°0°0° 00°00 °0°0°00 00 0°000 o° o oO°o 0° 0000000 PLAN SILT FENCE MIN. 12 -1/2 GA. INTERMEDIATE WIRES GRADE NOTES: 1. SILT FENCE SHOULD BE INSTALLED TO ENSURE 25' OR FULL WIDTH CONSTRUCTION ENTRANCE IS USED. OF PROPOSED STREET 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT OR ENTRANCE, THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING WHICHEVER IS OVER THE STONE, THEN THE TIRES OF THE GREATER. VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED. NEW CONSTRUCTION EXISTING ROADWAY 35' MIN. 15' MIN. o0 000 O O 000 0 00000 0o O 0 C, c) 00000 0 00 0 00000 000 o °00000 °oo °000°00 III 2" MIN. 5" MIN. °o 0 000 °0000 00 ° ooOO °0° o°oo , 000 0000 00 000--,-,o 00 ° °O 0 0 00 0 0 0 °00 0 0oo o 0 00 I III — 'ICI FABRIC UNDER STONE CROSS SECTION MAINTENANCE: ADD ADDITIONAL STONE AND "FLUFF" TOP DRESSING WITH 2" STONE. SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. NOTES 1_ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. K 3.KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 1.5' MIN* PLAN VIEW MAINTENANCE: CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS. 12" OF NCDOT #5 OR #57 WASHED STONE � 1.5' .°� ° Go ° °O ° °o 000 0� ° 2 MAX A T 00,rs)2�!F og�� °� °�°�° �L CENTER FILTER CLOTH ° °O° CLASS "B" ° �� -9T Y a a o�o °a °° °ODD °° 000 °00� °��'YAV ZC °C� 4' TO 6' CROSS SECTION VIEW MATTING STABILAZATION PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE VELOCITY OF FLOW. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. L – THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 000000 A B =IIII =III _ L �a °a 1- IIII = IIII =IIII_ _ ° ° °�a °° IIIII °°00po °°oo IIII�IIII OIIII °000 00 00 �IIII�IIII � III PROEIL_E VIEW A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE INLET OPENING. A 2 "X4" STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCK. B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH " OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICLE FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCKS. D. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. OVERFLOW FILTERED WATER SEDIMENT LADEN RUNOFF e4aoo,aa oe oaaa a ^a a SEDIMENT WIRE MESH 2 "X4" STUD BRACE CURB INLET NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NESSESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE INLET WIRE MESH h7\h1VCL FILILfC SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. NORTH ' ....... AMERICAN GREEN Tensar International Corporation 5401 St. Wendel - Cynthiana Road Poseyville, Indiana 47633 Tel. 800.772.2040 Fax 812.867.0247 www.nagreen.com Tensar International Corporation warrants that at the time of delivery the product furnished hereunder shall conform to the specification stated herein. Any other warranty including merchantability and fitness for a particular purpose, are hereby executed. If the product does not meet specifications on this page and Tensar is notified prior to installation, Tensar will replace the product at no cost to the customer. This product specification supersedes all prior specifications for the product described above is and is not applicable to any products shipped prior to January 1, 2011. 2' MIN COMPACTED 2' MIN N III -IIIII WPB —IIII — 7 MX STEEP CUT OR FILL SLOPE — — k W� TYPICAL —IIIII ORIGINAL GRADE IIIII —IIII' _IIIII= CROSS SECTION NOTE: AT A MINIMUM, SEED, STRAW W TACK REQUIRED FOR SITE INSPECTION APPROVAL. STABILIZE DIVERSION DITCH BASED ON DESIGN VELOCITY. r TREE PROTECTION AREA DO NOT ENTER XY SILT FENCE FABRIC NSTALLED TO SECOND WIRE FROM TOP i i� i III II VIIIIIIII III IIIII -VIII- 11111- 11111 11111 11111= 11111 11111 11111 °11111- 11111 11111 11111 °11111 =IIIII °IIIII °11111 =IIIII FRONT VIEW III III III III MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6 -9 MONTHS NOTES: PLASTIC OR /WIRE TIES 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. B. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. 9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL 10. SEE N.C. STATE REND PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE). 50' MIN. AND SUFFICIENT TO KEEP SEDIMENT ON SITE 000°000 °o °0°000°0 o°000 °° °o ° °oo Oo 0 00 0 00000 0000 0° 000 0 0 0 000 °00000 °o 0 0 00 °0 o °O o0 0 0 o C, o ° o0 Q o 0 2" – 3" STONE TO BE USED 00 3" o °o ( SURGE STONE OR 00 cn C) 00 w °o °00°0 ° RAILROAD BALAST) 00 °0 0 00 000 00 0 °000 0°0000 °0°0°0000°o°0°0° 00°00 °0°0°00 00 0°000 o° o oO°o 0° 0000000 PLAN SILT FENCE MIN. 12 -1/2 GA. INTERMEDIATE WIRES GRADE NOTES: 1. SILT FENCE SHOULD BE INSTALLED TO ENSURE 25' OR FULL WIDTH CONSTRUCTION ENTRANCE IS USED. OF PROPOSED STREET 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT OR ENTRANCE, THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING WHICHEVER IS OVER THE STONE, THEN THE TIRES OF THE GREATER. VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED. NEW CONSTRUCTION EXISTING ROADWAY 35' MIN. 15' MIN. o0 000 O O 000 0 00000 0o O 0 C, c) 00000 0 00 0 00000 000 o °00000 °oo °000°00 III 2" MIN. 5" MIN. °o 0 000 °0000 00 ° ooOO °0° o°oo , 000 0000 00 000--,-,o 00 ° °O 0 0 00 0 0 0 °00 0 0oo o 0 00 I III — 'ICI FABRIC UNDER STONE CROSS SECTION MAINTENANCE: ADD ADDITIONAL STONE AND "FLUFF" TOP DRESSING WITH 2" STONE. SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. NOTES 1_ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. K 3.KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 1.5' MIN* PLAN VIEW MAINTENANCE: CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS. 12" OF NCDOT #5 OR #57 WASHED STONE � 1.5' .°� ° Go ° °O ° °o 000 0� ° 2 MAX A T 00,rs)2�!F og�� °� °�°�° �L CENTER FILTER CLOTH ° °O° CLASS "B" ° �� -9T Y a a o�o °a °° °ODD °° 000 °00� °��'YAV ZC °C� 4' TO 6' CROSS SECTION VIEW MATTING STABILAZATION PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE VELOCITY OF FLOW. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. L – THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 000000 A B =IIII =III _ L �a °a 1- IIII = IIII =IIII_ _ ° ° °�a °° IIIII °°00po °°oo IIII�IIII OIIII °000 00 00 �IIII�IIII � III PROEIL_E VIEW A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE INLET OPENING. A 2 "X4" STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCK. B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH " OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICLE FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCKS. D. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. OVERFLOW FILTERED WATER SEDIMENT LADEN RUNOFF e4aoo,aa oe oaaa a ^a a SEDIMENT WIRE MESH 2 "X4" STUD BRACE CURB INLET NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NESSESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE INLET WIRE MESH h7\h1VCL FILILfC SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. NORTH ' ....... AMERICAN GREEN Tensar International Corporation 5401 St. Wendel - Cynthiana Road Poseyville, Indiana 47633 Tel. 800.772.2040 Fax 812.867.0247 www.nagreen.com Tensar International Corporation warrants that at the time of delivery the product furnished hereunder shall conform to the specification stated herein. Any other warranty including merchantability and fitness for a particular purpose, are hereby executed. If the product does not meet specifications on this page and Tensar is notified prior to installation, Tensar will replace the product at no cost to the customer. This product specification supersedes all prior specifications for the product described above is and is not applicable to any products shipped prior to January 1, 2011. 2' MIN COMPACTED 2' MIN N III -IIIII WPB —IIII — 7 MX STEEP CUT OR FILL SLOPE — — k W� TYPICAL —IIIII ORIGINAL GRADE IIIII —IIII' _IIIII= CROSS SECTION NOTE: AT A MINIMUM, SEED, STRAW W TACK REQUIRED FOR SITE INSPECTION APPROVAL. STABILIZE DIVERSION DITCH BASED ON DESIGN VELOCITY. 3 c" 0 0 I N_ 1 EL EL EL 3 M 2 d z g a i 51 w. 0 U U' O v p M / CD CD o a °o N N N M 0 m¢ I w R. p0 O 0) N N pj O c m ao Q Z �D o SCHEDULE 40 PVC END PVC VENT PVC PIPE CAP PVC ELBOW PIPE FF WATER SURFACE 0 PVC END o CAP SCHEDULE 40 _ = PVC PIPE ORIFICE PVC TEE PVC PIPE FLEXIBLE PLATE HOLES IN HOSE PVC TEE UNDERSIDE OBOTTOM SURFACE END VIEW FRONT VIEW 0 ARM ASSEMBLY 0 O YLL G � O � C ENCLOSURE Iv o N v c o a: O o WATER ENTRY CA O PERSPECTIVE VIEW UNIT 0 Xn V 7F Fri F9 NOTE: SKIMMER TO BE TETHERED o � o _ (_.I U, � SEE N.C. DENR EROSION and SEDIMENT 00 y CONTROL PLANNING and DESIGN MANUAL GO FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. 0 TEMPORARY SLOPE DRAIN SCALE: N.T.S. STABILIZE OUTLET WASHED STONE INLET PROTECTION e � o 1.5' MIN. BERM ON TOP OF SLOPE PROVIDE WASH STONE INLET PROTECTION -MIN. 12" HIGH X 3' WIDE ALL AROUND INLET. EXCAVATE SEDIMENT STORAGE ARE A MIN. 12 "DP X 3' WIDE ALL AROUND STONE PROTECTION HORSESHOE FILTER FOR SLOPE DRAIN SCALE: N.T.S. REF. DWG. DROP EXCAVATION AREA FOR SILT REF. DWG. ,AE FACE AREA A < AREA OF BASIN WATER SURFACE AT TOP OF PRINCIPAL SPILLWAY ELEVATION SUPPORT ROPE TO WIRE SUPPORT POST 24" INTO TO PREVENT SAGGING 4'MAX BOTTOM OR SIDES \ / TII� STAKE TO SUPPORT WIRE 3' MIN BAFFLE DETAIL_ DESIGN LIFE OF FABRIC IS 6 -12 MONTHS COIR MESH OR JUTE, TRENCHED INTO BOTTOM AND SIDE NFLOW STRUCTURE DEWATERING ZONE FILTER FABRIC DESIGN CRITERIA TETHER JUTE OR COIR 1' FREEBOAR FEMBANKMENT BAFFLES 6" MIN. INVERT ELEVATION OF EMERGENCY SPILLWAY EMERGENCY SPILLWAY STONE PAD SEDIMENT STORAGE ZONE CROSS- SECTION VIEW PRIMARY SPILLWAY: STONE MAXIMUM DRAINAGE AREA 10 ACRES MINIMUM VOLUME: 1800 CUBIC FEET PER ACRE OF DISTURBED AREA MINIMUM SURFACE AREA 325 SQUARE FEET PER CFS OF PEAK FLOW MINIMUM L/W RATIO: 2:1 25 MAXIMUM L/W RATIO: 6:1 MINIMUM DEPTH: 2 FEET DEWATERING MECHANISM: SKIMMER MINIMUM DEWATERING TIME: 24 HOURS BAFFLES REQUIRED: 3 MINUMUM DESIGN LIFE: 3 YEARS MAX SEE NO BENZ EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL. CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 7177107 DRAWN BY WDP 1 -9 -2012 WOP10 -12 -201 SKIMMER SEDIMENT BASIN STD. # 40.35 (TYR) SLI, I ION b -tb VARIES LINES OF SILT FENCE B (TV. 4, OR C) o ff� POST u ID TY". TOE 9 SLOPE OPE ______ ... a FLOW - .s —aLOPE O O PLAN SINGLE ROW SILT FENCE VARIES LINES OF IL` FENCE a - / iTl'.A, OR CI � of �n @T POST FABRIC. w 10 TYP. ` �\ TOE OF SLOPE -------- ------- - - --- ------ - -'___ - A' i F�ow „�- FLOW � - ��t 9w � -�, SLOPE PLAN DOUBLE ROW SILT FENCE SILT FENCE WITH J -HOOK SCALE: N.T.S. TYPICAL J HOOK SPACING CONSTRUCTION SPECIFICATIONS DEWATERING SLOPE PERCENT TYPE OF SILT FENCE SPACPACUM ,ING 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE (FEET) I/ TO 21 CONCRETE BLOCK CATCH BASIN 100' ± 2% TO 3'! TYPE A 50' ± 37. TO 47. TYPE C 50'± 4% TO 5% TYPE C No, 57 WASHED STONE BERM NOTE: 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE o0 0 I== 00 0o OD �� °000 .0 ° ° ° ° 0 °�3 I / / FF 1. AT END OF PROJECT, CATCH BASIN CAN BE RAISED AS NEEDED PLUGGING OPEN —0 CD O °° o o to °°° 00000 ° ° ° `� 3. USE CLEAN GRAVELPLACED 2 INCHES BELOW THE TOP �° 0° ° 0 00 °0 � o o� 0 ° Oo p0 COURSE OF BLOCK WITH MORTAR. SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED °000 0 ° 00 ° �° °00 \ ■ . ■ 0000000°_ / °OooO °O� 00 00 ° °oo °oo��000� ° ° °o� **NOT TO BE USED FOR SEDIMENT STORAGE 2:1 SLOPE, GRAVEL FILTER OR ON ROADWAYS OPEN TO PUBLIC TRAFFIC 2. RISER CAN BE BUILT AS A STANDARD o c DEWATERING Poo °��00 °00 °° — SEDIMENT / STORAGE CATCH BASIN /JUNCTION BOX (WITH WEEP No 0 o CO C ° V �G 00 00 °0° ZONE HOLES( IN RECEIVING WALL AND BE 0 0 ° °° O III I 0 ° 0`0000 °000°— °800°00000-° -°oa UTILIZED AS SUCH WHEN PROJECT IS STABLE. N aC °0 W/ GRATE 00�° °o�° 000 0000°000 °� ° ° ° °0 °° Po 0°°0 � � o 0� 0 n Fri — o O 000 °Oo °° 0oa0a "a° °o0 °0°°0°000° 3. IF DRAINAGE AREA IS OVER 5 ACRES n < F 00o0°� °d °�o °0000000°0000000000 O THEN THIS STRUCTURE NEEDS TO BE EA m �go��o�o00oa�o8o 0 TREATED AS A RISER STRUCTURE AND = 0 °od4o0oo00000 ALL RELATED INFORMATION NEEDS TO /� \L / BE ASH RACK, ELEVATIONS, CULV ERT 0 1 ASUPPLIED. O(T PIPE V GALVANIZED HARDWARE � CLOTH W/ 1/2" GRID PERSPECTIVE VIEW SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY) FLOOD STORAGE ZONE GALVANIZED HARDWARE CLOTH 1/2" X 1/2" GRID -VIII y / -1 III I FLOW D — VIII =1111 VIII FTjL _1111 —= \ Cc O 5, FLOW FLOW _ CULVERT PIPE NO 000 Iv -0 FUTURE STORM DRAIN PIPE �1 CX o CC P, 0 I (_� — 1.5 �� —VIII —VIII —IIII CONCRETE FOOTING PAD o No. 57 WASHED STONE FILTER LAID AGAINST HARDWARE CLOTH (1 1 MAX. SLOPE) -0 CD FY o UP BAFFLES WJ WJ X ° o (SEE STD. 40.12) CLEAN OUT POINT (1/2 DEPTH SEDIMENT STORAGE ZONE) oo(7 � � < FLY JP SECTION VIEW c) D z yc 0 0�� z z 4N_ y DJ (TYR) SLI, I ION b -tb VARIES LINES OF SILT FENCE B (TV. 4, OR C) o ff� POST u ID TY". TOE 9 SLOPE OPE ______ ... a FLOW - .s —aLOPE O O PLAN SINGLE ROW SILT FENCE VARIES LINES OF IL` FENCE a - / iTl'.A, OR CI � of �n @T POST FABRIC. w 10 TYP. ` �\ TOE OF SLOPE -------- ------- - - --- ------ - -'___ - A' i F�ow „�- FLOW � - ��t 9w � -�, SLOPE PLAN DOUBLE ROW SILT FENCE SILT FENCE WITH J -HOOK SCALE: N.T.S. TYPICAL J HOOK SPACING CONSTRUCTION SPECIFICATIONS DEWATERING SLOPE PERCENT TYPE OF SILT FENCE SPACPACUM ,ING 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE (FEET) I/ TO 21 TYPE A 100' ± 2% TO 3'! TYPE A 50' ± 37. TO 47. TYPE C 50'± 4% TO 5% TYPE C 25` 3 NOTE: I. IF THE GRADE IS BETWEEN 0 TO I PERCENT, THE SILT FENCE SHALL BE PLACED ACROSS THE DITCH. 2. TEIVPORAR'r SILT FENCE SHALL NOT BE PLACED WITHIN STATE WATERS, REF. DWG. CONSTRUCTION SPECIFICATIONS DEWATERING CONCRETE BLOCK 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL °0 000000 °gOo °000° goo o° ° ° 000° DRAINAGE.PLACE THE BOTTOM ROW OF BLOCKS AGAINST °�00 0 0 00 00 0 00 0 00 THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT O °�° 0 AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. ° o °� ❑ 0 o 0 0 o O° ❑ ❑ °° 0 ° �° 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE o0 0 I== 00 0o OD �� °000 .0 ° ° ° ° 0 °�3 WIRE MESH WITH 1/2 -INCH OPENINGS OVER ALL P, ° 0 °o °o ° °oo ° °oo 000 °0° 00 \� o ° ° °o °S' oo o °oo 00 BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. �° o Oo� °�0 °0 0� °o° 000o o ° —0 CD O °° o o to °°° 00000 ° ° ° `� 3. USE CLEAN GRAVELPLACED 2 INCHES BELOW THE TOP �° 0° ° 0 00 °0 � o o� 0 ° OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND o0 °000 ° ° ° ° ° °oo °o °° °0 °° ° 0 °o °0 SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED °000 0 ° 00 ° �° °00 STONE IS RECOMMENDED. oo °o o° oo, 8 o °oO o °O o �o 0 o o °O�Ooo °OgoO °o °OooO °O� 00 00 ° °oo °oo��000� ° ° °o� **NOT TO BE USED FOR SEDIMENT STORAGE 2:1 SLOPE, GRAVEL FILTER OR ON ROADWAYS OPEN TO PUBLIC TRAFFIC WIRE SCREEN o c DEWATERING C, L No 0 o CO C ° a �:: CC V MIN. ° ° -_ 16„ o n 2' MAX. - m _ AS °VII 0 0 ° °° O III I F_ o ❑° F_ ° - ° °° ° DROP INLET N aC °0 W/ GRATE I EA FT-] � o 0� 0 n Fri IT D N n < F O EA m 3 C) I N_ al a a 3 N M 2 d M g a O / 7 O CD I UI / M C3 M EL a o Q W L j N 0 0) d M N Z M O Q I N ~_ M O N N Oj O C m p � N M a' z W H Q =V), O LEGEND EXISTING PROPOSED EXISTING CONTOURS 460 ... 459 STORM MANHOLE \ AREA INLET CURB INLET ......... ............................... ........... GRATED INLET m;H v� �•••••° FLARED END SECTION STORM SEWER GRATED MANHOLE m DOWNSPOUT DRAINAGE PIPE SWALE /SLOPE INDICATOR SANITARY MANHOLE SANITARY SEWER _SS _SS w CLEAN OUT CO UTILITY POLE GUIDE WIRE OVERHEAD UTILITY of of UNDERGROUND ELECTRIC UE UE ELECTRIC MARKER Xr ry v .... .. r... IL..1..wwt ,,. .,. r w t• w : ~~ .... .... _ ... . ^ NVIN't" 1N 1 Al _....... Zjlt' N41 m mn r ..... mw.w. 'm `v r'� n N .... ,:., ...,,„ w rcYY vw .",, ....... vw„..... �... rr .., ... ,,. ,. ry .w.v mr w.w .r,:• .. ,. m....w.w m, ry r. ~rtw. .w.w m.. ...,,..... " ..,..... - .ww..... »..., � .v r w r w.wm~ r - ~. . ~. .ww ,... ~. - ..„.... j �� s"rrc. r rc: ,ww ry " wrc w ",... i �`a w ~ (i amm w ~ f Y „ rr ry r r v ry , r w v rc ry ~ mm ~ ry v --� t r r 1 j Y" } _ w ~ r^ + ry n ^ AS rc v _... w „ r AW r, r °t � r r N.3 v t m� w. r v r t x t p!'` ff r v m , ....� t r �t J w w v � ... •w.,...- � t ^\ ............t m: :.............................. l v r „vry r f t {t W }.; ry .v n N I r w, 1 j / � xA r w ..v it } 1 { r JI °' 1 w t t t j w' tr € 1° lrt nrrr, mn I l Irr } r : .........._ tr r rvr r..... .... _.... r MY_ ..... nr i _ m w I ~rk F r' ; yr ry v iv "fir fl t t t v r' r v v v j} 1 ry e` +ry tj 7 t x / »"• r } f f t 5 { t { i w v t v" m V., r mm u` w vS n"""" v n � n w vry :j � ......... ..... .... ........ ........:.... :.. . rw,., i r w� is ....... ::.. ... ...... ........ .. ��:::� .....: r^ r ww /} t k } mr s `'' f i j,rvrt J rcrN. ,�' P rc r +t t111111111111 17-: i'F ! f w Lff Ill v , ttnit HSL w 1 z thiv W r It }Iwi nz nt _ — H Ll n rc ry .�• f r � n r a m z r n m r w W DOFit, X111111, n r ry vv wrim"r".ry i + � s' t w i '.wz vy.w.rnr. a a J v ry +I_rc a y IFF ry a f r a a z�� 0. r it i r: t/ t rt ELECTRIC METER ELECTRIC BOX ELECTRIC PULL BOX ELECTRIC TRANSFORMER ELECTRIC MANHOLE ..................••• UNDERGROUND TELEPHONE FIBER OPTIC MARKER CABLE MARKER GAS LI N E GAS VALVE GAS METER GAS MARKER WATER LINE WATER VALVE WATER METER FIRE HYDRANT SIGN MAIL BOX TEST HOLE LIGHT STANDARD FENCE BOLLARD PROPOSED EXISTING PROPOSED NPDES Stormwater Discharge Permit for Construction Activities (NCGOI) NCDENR /Division of Water Quality SILTATION FENCE AIR CONDITIONER FLAG POLE NEW STABILIZATION TIMEFRAMES MONITORING WELL (Effective Aug. 3, 2011) PARKING METER PLANTER SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS UT SPRINKLER CONTROL BOX SPRINKLER ® Perimeter dikes, swales, ditches, slopes 7 days > None GAS ;r ri SPRINKLER VALVE N GV TRAFFIC CONTROL BOX ■ GM TRAFFIC POLE High Quality Water(HQW) Zones 7 days None Ar- YARD LIGHT _W _W_ ....... n ............................... ......... . .....nn........................ GUARD RAIL ,. N WV PROPERTY LINE Slopes steeper than 3 :1 + + 7 days If slopes are 10' or less in length and are EASEMENT --------- - - - - -- not steeper than 21, 14 days are allowed. SETBACK — — — + + + — r T INLET PROTECTION L — J 50' Slopes :1 or flatter 14 days 7 days for slopes greater than in length. TYPICAL (TYP) NOT TO SCALE N.T.S. H HIGH POINT IN GRADE HP LOW POINT IN GRADE LP All other areas with slopes flatter than 4:1 14 clays None, except for perimeters and HQW Zones. TOP OF WALL TW BOTTOM OF WALL BW DUCTILE IRON PIPE DIP rv, ( rt }iUx r/2' ...Mv 4, M a, %yrfyp'q `". rc �. v rc f r r r .,N- ,,,..... , 1(/ •. k v.*,.'v, r rc rc. m w rv— r :...r rv.r vn r,_M i y nrvr my � rc r, rvrcry r ry v: ,� r yr � r: rr.rmwr,. ,rvr : f rc wriry rry r rr- w.r:r �w \ ! /r rvr ww v r T t , rr } .... / ;:yNr..rn Y.t•:.. f / \nx„ .rr ..., ry ^ i r vv yr rt rvrvrr'� �' f 1^ ! rv� F .vry I M:• � '+ ,'•.., ....�, "� ..,.,, -. v. rc f ,r s' ~,1 rc P � ry w- x t , r N r y�rcn v �w v v� r r 9 � r r vrc i }' a p �n f J t +` J s rvw n r , v v. r s r� w r ry v rvr. wr ~r, v � x v me �rc rc xk �.x `r V 40' 0' 40' 80' SCALE: 1" = 40' NOTE: 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCGO10000. 2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000 ONLY. 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000. 4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE. Of r s • , ss'.v vvv" .e� rn nv 'a v 'z.: ... v- • e r t r , Qy , w V� / j } •r r � r t F e j rvry ^ ............... ................p.............. .. .................. .....:.................... fi f ,,:e"• 4..f ':.';. a.,3 r," Ix,"'w ,r�` f .mfr`" .. .. 4 s s 8,.,,2 .. w. mm. rr, r ..F r ....... w „.... ••,,� X .rr a` r `"„: : �'r ,r'` .,.,'' •r'” ,� t` It { �r` } ; .... ....... ? } x t r r } ....,.. ....,..— ......... ........ � rv� .•_,"' .,'•'m ,wrt M { , { ,$ t , F.m { f { r >f } t t} f rt tf { 4 { , It i i44 s „ � t � r PLANT SCHEDULE CODE I QTY. I GENUS I SPECIES ICOMMON NAME I SIZE I COND.1 COMMENTS CANOPY TREES [=13 16 JACER IRUBRUM IRED MAPLE 2.5" CAL. MINJ B &B 10' HT. MIN. B 1 10 1 QUERCUS IVIRGINIANA I LIVE OAK 2.5" CAL. MIN. I B &B 10' HT. MIN. C 1 10 JTHUJA IOCCIDENTALIS EASTERN ARBORVITAE 8' HT. MIN. I B &BI DECIDUOUS SHRUBS D 16 ITEA VIRGINICA VIRGINIA SWETSPIRE 18 " -24" MIN. CONT. 12 -0099 E 5 PHYSOCARPUS OPULIFOLIUS ATLANTIC NINEBARK 18 " -24" MIN CONT. JDR F 31 CEANOTHUS AMERICANUS NEW JERSEY TEA 18" -24" MIN. CONT. MULCH AREAS WITH TRIPLE GROUND HARDWOOD MULCH 3" MIN. DEPTH. EVERGREEN SHRUBS G 28 KALMIA LATIFCILIA MOUTAIN LAUREL 18 " -24" MIN. CONT. 12 -0099 H 40 ILEX VOMITORIA 'NANA' YAUPON HOLLY 18 " -24" MIN. CONT. JDR 1 12 MORELLA CERIFERA COMMON WAX MYRTLE 3' -4' HT. CONT. MULCH AREAS WITH TRIPLE GROUND HARDWOOD MULCH 3" MIN. DEPTH. tv wr l rr r Nk k / / ,u nn U. N VA 01 R iU UNA W. rr n r n Aff n Arm AV jrh- AM AW ivff fW 0 r � trrr - rrn / r : r m r n r r _ w v - n INTERIOR PLANTINGS GENERAL NOTES: i 1. LANDSCAPE CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE BEGINNING VEHICULAR SURFACE AREA CALCULATIONS: 12 -0099 WORK. 2. ALL LANDSCAPE SHALL COMPLY WITH THE CURRENT EDITION OF ANSI Z 60.1 "AMERICAN TOTAL VEHICULAR SURFACE AREA = 65,577 S.F. STANDARD FOR NURSERY STOCK." JDR 3. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE STATE AND FEDERAL LAW WITH RESPECT TO DISEASE AND INSECT INFESTATION. TREES REQUIRED (1/2,000 S.F.) = 33 TREES 4. MULCH AREAS WITH TRIPLE GROUND HARDWOOD MULCH 3" MIN. DEPTH. TOTAL TREES PROPOSED = 33 TREES 5. ALL LANDSCAPE SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 6. FORMAL LINES AND GROUPINGS OF A SPECIES OF TREE, SHRUB, GROUNDCOVER SHALL BE SHRUBS REQUIRED (1/500 S.F.) = 132 SHRUBS MATCHED FOR SIZE, FORM, AND COLOR. TOTAL SHRUBS PROPOSED = 132 SHRUBS 7. ALL BACKFILL IN PLANTING BEDS AND TREE PITS SHALL BE BACKFILLED WITH PLANTING SOIL 8. ALL STREET TREES OUTSIDE OF PLANT BEDS SHALL BE PLANTED WITH A MULCH RING. MAXIMUM 407E OF TOTAL SHRUBS 9. REFER TO CIVIL DRAWINGS FOR ADDITIONAL UTILITY AND OTHER SITE RELATED INFORMATION. CAN BE DECIDUOUS = 52 SHRUBS 10. ALL LANDSCAPING SHALL BE INSTALLED AS SHOWN ON THE APPROVED PLAN. TOTAL DECIDUOUS PROPOSED = 52 SHRUBS 11. AT PLANTING, TREE TRUNKS MUST BE STRAIGHT WITH MINIMAL DOGLEGS. 12. WIRE BASKETS, BURLAP WRAPPINGS, ROPE, TWINE OR ANY SIMILAR SHIPPING MATERIALS SHALL BE REMOVED BEFORE PLANTING. 13. ALL DISTURBED AREAS TO BE SEEDED UNLESS OTHERWISE NOTED ON PLANS. 14. A SPADE CUT EDGE SHALL BE CREATED AT ALL LOCATIONS WHERE PLANTING BEDS ARE ADJACENT TO GRASS AREAS. 15. SEE CIVIL PLANS FOR TYPE AND LOCATION OF EROSION CONTROL MATERIALS. 16. DECIDUOUS UNDERSTORY TREES SHALL BE PLANTED AT LEAST 12' APART. CANOPY TREES SHALL BE PLANTED AT LEAST 18' APART. 17. SHRUBS SHALL NOT BE PLANTED CLOSER THAN 3' ON CENTER. SHRUBS SHALL NOT BE PLANTED CLOSER THAN 3' TO PLANTED TREES. 18. LANDSCAPE SHALL BE PLANTED IN AUTUMN AFTER LEAF FALL, CONTINUING UNTIL EARLY SPRING BEFORE BUD BREAK. 19. EACH PRESERVED TREE SHALL BE UNIFORMLY ENCIRCLED BY A PROTECTED GROUND AREA THE SIZE OF WHICH SHALL BE EQUAL TO THE CRITICAL ROOT ZONE OF THE TREE. 20. SEE SHEET L2.0 FOR LANDSCAPE DETAILS. r n w r vn w r n vmr r r rn r m r n r rri r n , r r NN N r n nn v wr n yr N. n n vn r wr n / � m - vn r r nr n my � � �. m n....N v �ry rc rwn r r : r IL n r r m vw wr r w '\ n rr r mr N rn w �: ,.. ry rr r �N n �:r n nn m. rw .. mn m m rr my m r Nn n mr r r� m R nr v wr r mw tt r i rwrr w n � �. rw .... w, rw r r r v : nr tt ,.� w. ... �.. rc rr � v mn ry n rmrN nn �. �. ....� w �n rw n r �r my yr .� r vrn n mr N r mrt ttr n v wr n r mw nn rrr rc .�� y r wr nw��r r mr ry rr rwN v r rn �ry rmma.rx..m..: n m.r .. ..:.vrmmw vmr'.v" .w tv mmA -01sr • r �r nv: n mrr r� m n r � w vr�.n r my v �� rr~ Nrv. . _ r r r r,m SIGHT w r rn / nv r rrr r r rrrr rn n rn yr rrr wn mN rn �... mFv .............� / r:v rr r mn v n nr TRIANGLE �`"`^ -,.. �. Hk rrr w� � rc�•n v,.. f rry n rmv r _ � v nry Nn v rrr r r ry ..v n r nn r rr r rm I r N N rw..rvn r K �. F r n rn rn.v B r n mr r wm n r �, rvNn ry rrr n n _ n � rw� fi m..r � w rrn.ry r .,,., r rr N Irrn mn w, m r Nry r r. r , ry rm.n w. Nrn nryr yr w.�.. R..E. LOCATEQ E/NX.vv n fi : r nr nn wr � r l gE � r n t "F `' n . Nw , r r r wnrr,n rm. µ r n rn r n w r rrnrrn r rn rt rvn n +.n rr r .r r rr ,rrmry rrr r m. r n v rrr v r r r r w r r r rr r mr m mrrN r r I ° I r r I r n n r m rn " . N Ty �r rc m r v � v .mm / F r � rn . N m r rr v� 5 n r s l : v v ...... :w r r r i \ \ � � v r r S - .... .... .� .. Q T Y6) n � w fi � \ QTvn �1ryn tt n v �n T MH , � r .rr w r ,3 v w n . �ny TyTyn m � . ry �m vntt r m r n � r mn q .. r . �... ............... f r rrr �. ......... .. � . � � m .. N � : REMOVE R mr : � rrrr w � ....: . E XISTING TR ( #1 ) T O G r ... F .8 ) 0 HOLE ° n 4 Xn m H .2 ) mm tt Ty � 6 ry v r vn r n n \ r n n � N r n n n ry nn n r v v �n v v : r w .... r n ri r .nn rmrry r r n r a r ww nm n r I .. m i r m n i r m B Y.1 ISTING TREE (# r kk % rrr � �ti vn rrv� n .n.n..n.nn r v 1 , n r r n r fi r v rnrnr..r r: rrnrr s . mn r r rrnrrr mm r r n n N rr Iw y mr ri n / r w rn r r r n r N r r r r r r rn n � � n r m, r �,. rrrr r r N. H ny n ti 1ti tir= nr n n�i:mm rp w m , r r C ( Q TY. 7 ) 1 z ,. vv n w i "w if m wr H Q . r V.-- A4 r r rr . w r :. � r r �\ 'e r EXISTING TREES TO REMAIN/ (TYP.) AND ARE PART OF EXISTING STREET Of PROTECTIVE YARD. � � � / I -d D (1TY 4 I l ff 1 A s (QTY.w. All / / 4 7 rY(QTY.4) r w .:n (QTY.l) I / H (QV I G (QTY � 1 i rrr, v+ All, EXISTING TREES n H (QTII'2) r TO REMAIN (TYP. t i ri AND ARE PART 0' ! r F (QMH / 3 SI EXISTING STRE (Q�Y.2 o PROTECTIVE YARIJ. (ry 4 I T N / g � � o r v H (Q N. o ° I rr 9 n (Q ) F1 ' Z I Fr nn l g 9 U H r (Q�f/ r r rtt EXISTIN$ TREE (2) TO ° REMOV D AND TELOCATEQ, Gnw C .4) w n 12)o 9 U I I r' m-1,4 ft 1 H c� r n ........ I--r- I n ry N M ga° .... Al,, 1 n • °O� I N N I N N M o ml `SIGHT t o j TRIANGLE O N N zoo _ U) N 1W W U Q; Z Al W H �. N R ° n _ Ir NM AL .m i ry 4 ' 0' 40' 8 SCALE: 1" = 40' ALM am mm- m son mm. i 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com COLE Design Group, Inc. 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS & ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax 0 IL H w 0 LU Z N 0 H J W 0. 0 2 W Z CU O U U O O - Z C� O CVCU N Of PROFESSIONAL ENGINEERING CORP #C -3736 Drawing Title: LANDSCAPE PLAN L1.0 0 i Drawing Title: LANDSCAPE PLAN L1.0 Issue Date: 07131/2013 Job Number: 12 -0099 Drawn By: JCH Checked By: JDR Drawing Title: LANDSCAPE PLAN L1.0 3 C) 0 I N N J In 0 0 O N O ;' N I N N M 0 _ O O % N (n U- N aC3 Z a 00 BCCG Ulm. �: I � ma .............. ............. .................. .. ................................... ................................................ ................................ ......................... ............................................... ............................... ......................... ... ................................................ ................................ ........ .. I ............................................... ............................... ...................... ... ....................... ....................... ................................. I ...................... ...................... ................................ ................... ... ....................... ...................... ................................ I ...................... ...................... ................................ ..... ................... I ..................... ...................... ................................ ................ ..... ...................... ..................... ............................... ...... .............. ...................... ...................... ............................... ... ...... ......................... ......................... ................................. ............ ........ .. . .. . . . . .......... ........ ............ ..................... ...................... ................................ .......... . ............................... .......... ...................... ................................. ........... ........ .......... ..................... ...................... ................................ ........... ...................... ...................... ................................ ............ .... ........... ..................... ...................... ............................... �.. I ........... ...................... ...................... ................................ ............ ............. ...................... ....................... ................................ ............... .............. ............. ........... .............. I ............. llllli� II��III illll �i III� Ilppp�, III I�I,I 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com COLE Design Group, Inc. 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS & ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax NUMBER OF PLANTS SPACING "D" ROW "A" PER SQ. FT. 18" O.C. 15.6" 0.50 QUANTITY OF GROUNDCOVER AND SPACING AS NOTED IN PLANTING 12" O.C. 10.4" 1.15 SCHEDULE 10" O.C. 8.7" 1.66 QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING WIDTH OF ROOT BALL NOTES: 8" O.C. 6.9" 2.60 SCHEDULE (V + PLANT QUANTITIES WERE DETERMINED BY MULTIPLYING AREA (SQ. FT.) PLANT CENTER + TREE WRAP BY NUMBER OF PLANTS PER SQ. FT. FOR REQUIRED SPACING O PLANT ROW p ca 0� PLANT SPACING ALL 3 " DEEP MULCH QUANTITY OF GROUNDCOVER AND SPACING AS NOTED IN PLANTING PLANT CENTER + + + EQUAL OR AS SHOWN ON SCHEDULE + + + + �_ PLANT ROW U_ PLANT SPACING (NTS) PLANTING PLAN LAWN SOIL SAUCER 4" DEEP + A + D D' SHRUB SPACING ALL F- �-�- -� � U PLANT CENTER + + + + EQUAL OR AS SHOWN ON W + + + + PLANT ROW SHRUB SPACING (NTS) PLANTING PLAN LU 0 0 _ _ D A PLANT SPACING ALL SEE PLAN O — z SEE PLANT SCHEDULE FOR SPACING —_ _ + + + + + EQUAL OR AS SHOWN ON FOR SPACING L SET PLANT AT ORIGINAL PLANT SPACING (NTS) PLANTING PLAN SET SHRUB AT ORIGINAL C:, .� MULCH DEPTH - = SEE PLAN FOR SPACING MULCH DEPTH CU z AT ORIGINAL PTHHRUB fir- 0 0 0 — D PLANTING SOIL MIX — w �0 0 POTTED GROUNDCOVER i _� �— I MULCH _ SEE SHEET L6.0 PLANT Z PLANTING SOIL MIX AS ° SPECIFIED SHEET I I— - - -I I POTTED GROUNDCOVER PLANT I1 =111 =1 = __ _ _ _ ROOT BALL EXISTING SOIL Z ................................... -SEE 1= 111 =111 111 = 111= 111= 111 =111- L6.0 IL I: - - - - - - PLANTING SOIL SEE SHEET L6.0 Z_ : �:� PLANTING SOIL MIX AS 11111 1 I 1 -1II III IIITF, I -1II- EXISTING SOIL SPECIFIED - SEE SHEET 11 =1 I FE I I�1 11 L6.0 II�II ;,111,;,111,;,_, 12" MIN EXISTING SOIL PROFESSIONAL ENGINEERINGCORP #C -3736 K'BT�GROUNDCOVER PLANTING KB'2_'� T REE IN LAWN C3 ORNAMENTAL GRASS PLANTING C4 SHRUB PLANTING L2.0 0 3 6 12 L2.0 0 3" 6" 1' L2.0 0 1.5' 3' 6' L2.0 � � 0 1.5 3 6 .o ` F o l n °e X Q t 1694 x 15 TREE PIT 120° �� ROOT BALL STAKE FINISHED GRADE TREE PIT ROOT BALL 120' TREE PIT ROOT BALL STAKE STAKE GUY SPACING 1 07/31/2013 CITY COMMENTS SPADE CUT EDGE STAKE SPACING GUY SPACING RUBBER HOSE MINIMUM 6" DEPTH RUBBER HOSE 2 08/08/2013 CITY COMMENTS RUBBER HOSE 3 GUY WIRES 3 GUY WIRES TREE WRAP �� v� �w III III 3 GUY WIRES SET TREE CROWN I 3 STAKES AT ORIGINAL DEPTH + `" - SET TREE CROWN AT ORIGINAL MULCH 2" DEPTH, DO NOT _ _ TREE WRAP DEPTH Issue Date: 07131/2013 TREE IN LAWN PLACE MULCH AGAINST TRUNK — I- MULCH PLANTING BED, MULCH 2" DEPTH DO NOT MULCH 2" DEPTH DO NOT PLACE Job Number: 12 SOIL SAUCER 4" DEEP —III 3" MINIMUM DEPTH PLACE MULCH AGAINST TRUNK MULCH AGAINST TRUNK -0099 Drawn By: JCH PLANTING SOIL MIX —III TREE IN LAWN SOIL SAUCER 4" DEEP OIL SAUCER 4" DEEP 60° EXISTING GRADE 45° PLANTING SOIL MIX EXISTING GRADE PLANTING SOIL MIX EXISTING GRADE Checked By: JDR �� 3 STAKES EXISTING 0 R PLANTING 6O. 3 STAKES w 1 OPTION METAL ANCHORS =11 I III I II I ( ) 1 III REMOVE BURLAP & TIES SOIL w REMOVE BURLAP & TIES FROM TOP OF BALL ONLY W _ I _ Drawing Title: llll 111111 . III III I II FROM TOP OF BALL ONLY 1 REMOVE BURLAP &TIES LANDSCAPE EXISTING SOIL > EXISTING SOIL AUGER HOLE „�„ 1111 _ FROM TOP OF BALL ONLY DETAILS i- S REQUIRE i� AUGER HOLE S REQUIRE 1 = = S REQUIRE EXISTING SOIL 11-611 11-011 PLANTING SOIL PLANTING SOIL i I _III_ AUGER HOLE 1' —O., 1, —O» 1 —6.. 1 P —O» 1 —O" 1 '_6" Al LARGE DECIDUOUS TREE PLANTING (3" CAL.) A2 SPADE CUT EDGE A3 FLOWERING ORNAMENTAL TREE PLANTING A4 EVERGREEN TREE PLANTING L2.0 L2.0 0 3' 12' �-o NOT TO SCALE �-O 0 3' 6' 12' ( <3" CAL.) L2.0 0 3' 6' 12' LINE TABLE LINE BEARING LENGTH L1 S0911'36 "W 25.80' L2 N66'30'06 "W 1522.99' L3 N62'42'16 "W 203.98' L4 N00'23'03 "W 54.30' L5 N83'40'23 "E 19.34' L6 S39'38'00 "E 60.77' L7 S42'1428 "E 124.30' L8 S46'58'08 "E 75.28' L9 S50'29'40 "E 100.73' L10 S54'30'54 "E 100.90' L11 S5854'07 "E 125.87' L12 S62"09'18 "E 32.78' L13 S62'44'39 "E 202.53' L14 S66'38'02 "E 219.89' L15 S23'29'54 "W 25.00' L16 S66'30'06 "E 1296.47' L17 N20'14'17 "E 33.33' L18 N11'45'35 "E 59.66' L19 N2557'10 "E 39.73' L20 N12'42'56 "E 22.63' L21 N14'21'05 "E 39.39' L22 N32'38'21 "E 23.30' L23 N42'41'00 "E 14.17' L24 N15'15'22 "W 24.26' L25 N38'25'1 4"E 28.87' L26 N00'04'1 2 "E 21.61' L27 N39'14'42 "E 38.70' L28 N18'33'00 "E 15.16' L29 S86'50'59 "W 20.13' L30 S38 "58'08 "W 46.42' L31 S00'04'1 2 "W 21.77' L32 S3825'1 4 "W 32.03' L33 S15'15'22 "E 23.31' L34 S34'06'26 "W 33.07' L35 S1421'05 "W 42.89' L36 S1 2'4256 "W 20.72' L37 S25'14'56 "W 40.89' L38 S11'59'16 "W 59.42' L39 S20'14'17 "W 30.76' L40 S20'14'17 "W 25.19' L41 S66'30'06 "E 20.04' L42 N20'12'48 "E 25.20' L43 S16'19'38 "W 25.41' L44 S66'30'06 "E 20.16' L45 N16'19'38 "E 25.42' L46 N17'38'34"E 103.36' L47 N11'18'50 "E 39.67' L48 N18'19'18 'E 25.66' L49 N11'52'55 "E 29.04' L501 N4429'42 "E 51.82' LINE BEARING LENGTH L51 N1 4 "47'44 "W 30.38' L52 N36'46'57 "E 15.62' L53 N00'01'37 "E 20.37' L54 N35'42'10 "E 34.87' L55 N56'0853 "W 20.00' L56 S33'51'07 "W 20.82' L57 S38'44'06 "W 19.40' L58 S00'01'37 "W 20.75' L59 S36'46'57 "W 18.64' L60 S14'47'44"E 28.66' L61 S4429'42 "W 43.18' L62 S28'53'28 "W 6.13' L63 S11'40'23 "W 30.57' L64 S18'19'18 "W 25.73' L65 S11'18'50 "W 39.59' L66 S1 8 "48'05 "W 54.09' L67 S16'19'38 "W 46.35' L68 N89'3442 "E 20.87' L69 S16'59'09 "E 9.21' L70 540'55'12 "W 26.16' L71 S25'15'41 "E 27.23' L72 S00'50'53 "W 56.22' L73 S29'33'07 "W 30.38' L74 S23'07'06 "W 39.26' L75 S2520'18 "W 14.38' L76 S06'12'56 "E 5.73' L77 S12'09'15 "E 15.36' L78 S10'42'29 "E 34.40' L79 S06'53'51 "E 34.48' LBO S0821'17 "W 24.80' L81 503'35'22 'E 41.30' L82 S52"06'18 "W 37.58' L83 S00'56'16 "E 27.28' L84 S18'3524 "W 40.93' L85 S30'06'58 "W 28.81' L86 S23'02'30 "W 6.91' L87 N61'07'35 "W 20.10' L88 N23'02'30 "E 6.11' L89 N30'06'58 "E 28.03' L90 N18'35'24"E 35.47' L91 N00'56'16 "W 28.69' L92 N26'17'56 "E 9.41' L93 N52"06'18 "E 31.60' L94 NO3'3522 "W 32.82' L95 N0821'17 'E 24.21' L96 N06'53'51 "W 31.14' L97 N1 0'4229 "W 33.48' L98 N12'09'15 "W 16.14' L99 N06'1256 "W 12.42' L100 N2520'18 "E 19.64' LINE BEARING LENGTH L101 N22'12'22 "E 35.05' L102 N29'33'07 "E 31.37' L103 N00'50'53 "E 46.46' L104 N25'15'41 "W 35.63' L105 N40'55'1 2 'E 28.13' L106 N1 6'59'09 "W 4.10' L107 S732225 "W 4.88' L108 S24'53'31 "E 63.95' L109 SO4'18'52 "W 3.36' L110 534'11'13 "W 10.73' L111 S23'51'49 "W 45.88' L112 S24'49'1 4 "W 42.45' L113 S05'38'39 "E 42.65' L114 S1522'14"E 19.94' L115 S10'42'18 "E 28.05' L116 S07*0O'Ol "E 16.78' L117 S0820'43 "W 21.06' L118 S45'58'11 "W 6.41' L119 S26'16'43 "W 45.19' L120 S00'55'39 "W 32.19' L121 S25'30'36 "W 40.77' L122 S5527'41 "E 20.34' L123 N26'36'42 "E 29.65' L124 N22'58'04"E 19.12' L125 N00'55'39 "E 31.59' L126 N26'16'43 "E 37.22' L127 N45"58'11 "E 11.86' L128 N022826 "W 6.86' L129 N0820'43 "E 22.16' L130 N07 00'01 "W 20.12' L131 N11'54'16 "W 29.63' L132 N13 31'28 "W 18.89' L133 S69"20'37 "W ' L134 N24'49'1 4"E 37.17' L135 N23'51'49 "E 45.21' L136 N33'5438 "E 13.66' L137 N0427'02 "E 13.49' L138 N2453'31 "W 57.96' L139 N33'37'44"E 10.47' L140 S76'55'11 "W 24.61' L141 N07"15'20 "W 42.80' L142 N60'02'08 "E 40.91' L143 N78'04'40 "E 59.11' L144 N81'47'52 'E 83.21' L145 S88'00'23 "E 104.53' L146 S8739'02 "E 97.98' L147 N88'06'33 "E 83.19' L148 S87'58'43 "E 22.32' L149 N09'11'36 "E 20.16' L150 589'01'40 "W 108.60' LINE BEARING LENGTH L151 N87 "39'02 "W 97.31' L152 N88"00'23 "W 106.37' L153 S81 "47'52 "W 85.64' L154 S78"04'40 "W 62.50' L155 S62'26'35 "W 60.75' L156 S07'18'19 "W 12.58' L157 S44'1 9'56 "E 11.13' L158 S06 "44'51 "E 34.05' L159 S13'38'00 'E 4.92' L160 513'38'00 "E 37.33' L161 S44"05'35 "E 25.12' L162 S02 "47'44 "E 11.26' L163 S57'20'09 "E 18.35' L164 S01 "08'51 "W 26.69' L165 S79'50'53 "E 14.42' L166 S16'59'09 "E 32.71' L167 N88'58'59 "E 20.80' L168 N16"59'09 "W 50.66' L169 N79"50'53 "W 9.56' L170 N01'08'51 "E 20.80' L171 N57'20'09 "W 19.24' L172 N00'00'00 "E 8.05' L173 N44"06'17 "W 27.80' L174 N13'38'00 "W 32.44' L175 N00 "35'19 'E 36.95' L176 N57'56'43 "W 11.84' L177 N14'15'47 "W 20.29' L178 N39"02'07 "W 19.78' L179 N20"06'44 "W 52.86' L180 N08'50'14 "W 28.90' L181 N43"50'57 "W 6.29' L182 S53"08'36 "W 30.12' L183 S69"20'37 "W 76.59' L184 S68"04'16 "W 130.18' L185 S73'43'30 "W 249.38' L186 S76 "40'25 "W 75.87' L187 S73'12'01 "W 138.21' L188 S59 "46'41 "W 48.40' L189 S71 "52'11 "W 74.20' L190 S71'35'35 "W 59.42' L191 S74 "39'14"W 77.70' L192 S76'49'01 "W 106.57' L193 S88`IO'11 "W 75.01' L194 N7729'49 "W 25.54' L195 S20'46'44 "W 35.23' L196 S42"54'46 "W 35.69' L197 S59'40'46 "W 37.23' L198 S68 "30'42 "W 62.51' L199 S74 "41'06 "W 26.36' L200 S78*06'27"Wl 23.97' LINE BEARING LENGTH L201 S69'58'13 "W 54.21' L202 S64"53'34 "W 38.40' L203 S7025'21 "W 22.85' L204 S56 "33'10 "E 24.90' L205 N71"08'09 "E 8.84' L206 N64'53'34 E 38.25' L207 N71'14'27 "E 30.68' L208 N68'1 4'26 "E 21.76' L209 N76'13'18 "E 50.85' L210 N68 "30'42 "E 65.13' L211 N59'40'46 'E 41.72' L212 N42'54'46 "E 42.44' L213 N2123'11 "E 21.97' L214 S7729'49 "E 10.56' L215 N88"10'11 "E 79.51' L216 N76 "49'01 "E 108.94' L217 N74'39'14 "E 78.62' L218 N71'35'35 "E 59.91' L219 N71 "52'11 "E 76.27' L220 N59 "46'41 "E 47.97' L221 N74'1 8'49 'E 64.31' L222 N721 0'07 "E 71.34' L223 N76'40'25 "E 75.88' L224 N72'08'51 "E 118.77' L225 N75'09'10 "E 131.67' L226 N68'04'16 'E 131.20' L227 N6920'37 "E 79.21' L228 N53"08'36 "E 2.80' L229 S20'06'44 "E 62.46' L230 S39"02'07 "E 18.72' L231 S14*15'47 'E 23.91' L232 S57'56'43 "E 8.65' L233 S00 "35'19 "W 30.61' L234 N76"55'11 "E 20.58' L235 S76'55'11 "W 20.58' L236 N76'55'11 "E 20.58' L2371 N681 8'28 "E 39.92' L238 N70'38'54 "E 64.27' L239 N68 "47'31 "E 57.55' L240 N76 "41'40 "E 47.97' L241 N64 "34'12 'E 54.32' L242 N53'16'16 "E 32.50' L243 N1357'10 "E 20.01' L244 N68"01'36 "W 67.86' L245 N73 "40'15 "W 62.16' L246 N85 "37'18 "W 129.19' L247 S87'37'22 "W 90.20' L248 N89'19'20 "W 43.75' L249 S84"04'48 "W 56.00' L250 N88'18'56 "W 16.83' LINE BEARING LENGTH L251 S40'33'13 'E 27.01' L252 N84'04'48 "E 56.18' L253 S89'1 9'20 "E 43.13' L254 N87 "37'22 "E 89.55' L255 S85'37'18 "E 125.92' L256 S73'40'15 'E 59.09' L257 S68'01'36 "E 48.79' L258 S63'15'35 "W 70.16' L259 S76'50'07 "W 47.15' L260 S68 "41'55 "W 57.89' L261 S70'50'21 "W 38.87' L262 S7021'34"W 26.98' L263 S62 "41'55 "W 16.50' L264 S79'38'38 "W 8.50' L265 S68"05'32 "W 25.54' L266 S5029'40 'E 22.82' L267 N00'00'00 "E 0.00' W YZ � / 7A TREE CONSERVATION AREAS TOTAL TRACT ACRES = 40.2 AC /100.0% TOTAL ACRES REQUIRED = 4.02 AC /10.0% PRIMARY TREE CONSERVATION AREA 20' WIDE NEUSE RIPARIAN BUFFER ZONE 2 PRIMARY TREE CONSERVATION AREA 25' WIDE SHOD 2 YARD PRIMARY TREE CONSERVATION AREA 50' WIDE SHOD 1 YARD = 2.18 AC/5.4% = .74 AC /1.8% = 1.20 AC /3.0% NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. ►x[0114 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AS DISCLOSED BY AVAILABLE UTILITY COMPANY RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE COMPANY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF A CONFLICT IS APPARENT. BENCHMARKS: ARROW ON HYDRANT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF GLOBAL STREET AND SOUTH NEW HOPE ROAD. CI C\/ -91 r% Al AI/`_Vn �o nA n iu TREE CONSERVATION NOTE PRIMARY TREE CONSERVATION AREA - 4.12 RECORDED IN BM2008 PG 1421 -23 RAW4.9i'17 "F 48 HOURS BEFORE YOU DIG CALL ONE CALL 1.800.632.4949 (TOLL FREE) J J LLJ Z F► Q CL F► W CL LLJ LLJ Ci CL 0 oq'� H Z w J U 1 N J _ m Z N O � Z J Q� I� CL PW � co rO V CL J CL IW W W ff� O W Z REVISED WZ �Z0 0_OQ LL- U 0 0wH Y ~a0 U �' Z PER CITY OF RALEIGH 01 -16 -09 1 DATE: 11 -12 -08 DRAWN BY: TRS I CHECKED BY: BAR FBK: CHF: S-5 SCALE HOR 1"= F• 07 -579 VER 1 "= -- FT. Z O p `° to N W I O M H Woo N � ^ W N wQcy) �JX Z 00 LL. - L`' Q p V N Z W NH M WZ W 3 2 C) � O Q � J LLI � � (7) u W 48 HOURS BEFORE YOU DIG CALL ONE CALL 1.800.632.4949 (TOLL FREE) J J LLJ Z F► Q CL F► W CL LLJ LLJ Ci CL 0 oq'� H Z w J U 1 N J _ m Z N O � Z J Q� I� CL PW � co rO V CL J CL IW W W ff� O W Z REVISED WZ �Z0 0_OQ LL- U 0 0wH Y ~a0 U �' Z PER CITY OF RALEIGH 01 -16 -09 1 DATE: 11 -12 -08 DRAWN BY: TRS I CHECKED BY: BAR FBK: CHF: S-5 SCALE HOR 1"= F• 07 -579 VER 1 "= -- FT. BKBM201OPG00723 $00 COMPUTED, POINT 0 Ar 013TINO I"N ROIL FOUND 0 of EXIIIIINI 10ON PIPIT FOUND A Rwm EXISTINO RIGHT-Of-WAY MONUMENT (o IN$ IRON ROD $11 Rlw RIOHT Of-WAY OOUNOAAY LINE$ QN-11URAYO PROPERTY LINES Uq,,%Rvt�ED R1W LINES -R — yo .0 vo 4 Wow LiNc PCNCC 09 VW11°C-1114 %otK11lF1%;A,11Vr4 ;;1A1LMPr413 '11110 0-411 WN141vill %4 RAALCII is I �!Tilplvl�$Llo IN THIS CERTIFIES AND WARRANTS'THAJ THE UNDERSIGNED 13 R') TH SOLEOWNER S) PROPERTY ON tHI Tj �AP 08 UY ANO, AN A �OMPMYN� tHEtSHO T PLANNINO DIREcto C $u cov EXCEPTIONS ON RECOROo HAVINO , C IRE R PROPERTY IN FEE SIMPLE , OY &�Sj RECORDED IN T Of leg Or TH -H 't ' REGISTER Of DEED W KC COUNTY, NOR& CAROLINAS, 04 OTHER*$ CK HAS ( AV9 *9 �Y N EIMpLE, RIGHT -1 AS: SHOWN 04 1%AN0 AS M AT CTO 6ONVEY TH9 PR RIF I� R S) WILL WARR NY AND �&FkNlj " 11 THE OEDJOATO AGAMT111C 6WFUL CLAIM S,% At W.N. *Omsym VNLOO EXCEPTED HEREIN ANO *THAT BY SUBMISSION THIS 0 PF 'PEAT" APPROVAL I (W�L� 00 PCOICA, LAY OR MA13 k 1: p 01 ?,T1Y QkAffi CITY 00 RALEIGH FOR PV6 STREPSiTIAMITt"IT01 141 4, RIQHTS-Ot WAY, PARKS AND 00CE WM AS THE INTERESTS AEGIS OVINMY TH4 CITY CODEVAND AS TH SAM �ICH MAY.$ 'SHOWN MONt FA's ALL VA 11 SAME TO 11 TO TH CITY MAY DEVOTS '�W ALLOW n L PURPO I . SHOWN HEREON FOR 11-109 US$ AND 0ENEAI 100 , It 0 f , Tl:i CONDITIONS Of SVOSECtION$ 40), 900 (0) mo For im-ni i AND SWOON 4 (* THE 00 S , 8M ORAINAC 1 4 POLICY" '0,442 AS *9 SAME MAY 89 FRO4 �M% T� ""LU110' 1i 8AINDED MIS a No, 1,V, I FACE N 112 $IGNATWRE(S) Of PROPERTY OWNER( }II NEW HOPI U LOPMW PAR ;000,. . F;�IJEJII, L6o � Z�4 s WE 'Noo pta i 'yA NOTARY STAUMCNfl Jot' i STATE 'Of NORTH CAROLINA hty C* o COUNTY DO WAKE 1. CERTIFY THAT THC fOLLOWINd PERSON(S) PERSONALLY APPJAREQ BEFORI MC THIS EYYj EACH A111CINOWL 001NO TO ME T I HA' H IGNI50 fO E INN Is CNT) ME I FO 11-1 VRPOA STATED THER I AN IN THC v CITY INDICAT Y s IN Y S WELL 410 PROPMY OWNER, E FOR NEW H qop, DEYMOPMENEARTNEARSo 9 DEA"LOPM01 PARTISIM M N 3 N 0 Rj� HOP LV%1C 'MO� STREIT DAM pi OL NO 2 600 3112 0-11 13031 ft 11723 PRINT NAME; P-1,4- V NOTARY PuawO LOT I N M! 13! HOPI OVELOPM P LLO MY COMMISSION EXPIRM 00 . ENT PAR 200 P09# 1491-1423t P8 SOMYORIS CCR It THOMAI 0 11JNoER�1t10AtIQNs A. W PLI L-4814, CERTIFY MAT THIS MATri STATE OF NORTH CAROLINA WAKE COUNTY MYM AWV AN T !W1 I IVRA N ALkQW MIMAL GR211 G OTHEA . GRICULTURAL. VS4 THOMA T V. U�,)�jRDWTL ATIPY THAT THIS PLAY LINP A FROM AN ACTUAL, SURVEY WWN. MY SU EMIFO WAIN QV, MAOC UNDER MY SQPERVISION��DECD DESCRIPTION RECORDED N+2 IVISIL3N IN 000030, PAGE* 112$ AT THS SOUNDARIE NOY WITH1 THE RIPARIAN FFID SURVEYED, ARC CLEARLY IN&A'TE0 AS DRAWN FAR (10 NCAO 20,0233 00 .0 "it INFORM, ATION REFERENCED HERE014*1 I nmir THC' RAIIUQF THAI PRECISION AS CAICV A 13 GRCA' MAN ittO v PRE L I TED XA 3 S PLAT WAS PA�EO IN ACCOR Met VOTH 47-30 SOR IYOR NOTM AMENDED. 1. 11110 PLAY 13 A tORRPO WITNE$3 MY QAIGINAL&P.NATUkt, R�GIST*RATIONI N'UMa STANDARD$ ?Ap PRACTICE I Ell AND 2. SEMINO I AZS TAXEN 11 $CAL THIS 29TH DAY JUNE, 2014 A.D. 3. OWN,'HERC 4, rctA0,A$ M*11NUMEN ON AT COI 0. C SUOJTAI CAI Eel PROMT)i COMPILEO FROIJ I)MMEN1 S. PROPERTY IS ZONED INC 7NRFORY EOIN SEAL & PROPERTY IS SU0JEQI - CAROLINA QOEN ATTOR $ff) , L'r 4614 PURPOSC 0 WEM01% I MAY 89 RtVtALtO Oil DIS( 9. ALE. PISfANCEj ARE HOI Does. 100 FIELD SURVE' 0OMPL11 11, NO NORTH CAROLINA 0 200 FEET or THIS PAOPE 12. ALL o , PUIL0%L $URFA( — ' A 14 ALL PRIVA DRAINAGE FisX t LW P LOT I (KNOWN AS " Dt! 7 PA( My TREKS CONXYMION AREA 21 W101 NEU% 0`2%a OWER .1fONC 2 PEA M.O. 2�4 S 1421 2. W,CA 1AXI W, 191 TREE CONSERVATION PEA 0011, MQO 2 YARD M.O. 200 s PAOES 1491-142;% W.C.R. PRIMARY TREE CONSERVATION ARtA W WIDt $11,190 11 YARD F.- ..= MOOD HAZARD STAT EMENT$ A PORI' Ot HIS PROPERTY 1114CATED W111-IiN A FEMA, OCSIGNATEO ZONE W T AS F� 'L L HAZARD AR(A AS $HQ 014 NATIONAL FLOW IN$URMCt PROGRAM (NFIF) FOR NQA11i CAROLINAt FLOOD IN$VFIANq RATE MAP (FIRM) 03720112400 AND ON MAP /372017231 4 (COMMUNTY Q Na 370243 - CITY OF RAC. I NC) WITH N EPM114 ELATE Or MAY Zo 200. THIS 3TA,1401 I 'j 8 0 ON THC RESULTS Of GRAPHIC PLOT'nNO ONTO THIS ASO NAME , AND PANEL, FLOOD PLAIN ORDINANCE jxj F(84 PANEL 37�01172400J AND 372011 7230QJ APPROVED ow THIS P ��t.. I TO $9 R a • DAY Off AJr TER I 1 C OPY TO 89 RETAINED FOR THC CITY. Twok 01 At i-a An rm rt nr Twit pitv i iuvre ,ar 0% Ni! V0 AI�1i,A 7r I ?,Opk., 4 17,19" 0121 ReMAN I L 14 m I 41*2WIR 41-114121 LWA a. 0*1 ocw 0 SU - 1304 P,I,w 172 WAL PT141 MTT 24 MUIR wto, Hoorn" KUN0111 Not LLQ ACCORDAN% WITH TI-19 0/0 $AIU49 LWM" JU 0 BY NC8tLSL TRY. P. 1. 1'7ZM 0% —849a LOT 3 310RA 4 PRO T 04EE4 $IN 51 PARK PEATY INFOR ATION AS PRt$tNTE() HEREON 13 321 OLEI 9 Imt Oo WI. WAK% COUNTY, tit 281; WN11 20000 PP 0 IONEQ SHOO 11 AND SHOO-Z LAURO It RIDOICK MINATION* NO TITLE EMMI"TION PROVIDED TO NOR REOISITE0 Of DEEDS WA NUW 1, MQ RESTRlCTIONS Of RECORM A NORTH1 PRESENTEI) 4 RECORDED ON )NSUILTE0 RCOARDINO QUESTIONS Of OnIER IP AND 0149/2010 At 19:00111 3 w �141 w V Ws rWv%fwmQp^14 a W" wvrta "Willa A;I iwou` 1611fil EXAMIN!, 11) MCA REMENTS IN U.S. ., SURVEY FEET, it 00T 0111ER AGENOY MAINTAINED MONWEVATION EXISTS WlT�IN FAO ,.9 IMPROVEMENTS ARE NOT NECESSARILY QEPIqTEO HrdE 3 RMWATEI`4 MEASURES WILE. Sit MAINTAINED BY THC OWN Of :RCIAL LOT OWNER) 03 THE PROPERTY OWNERV ASSOCIATION. THIS PLAT RECORDED IN 8M M-0. 2001 n%74-T-142 ,A, w.c.R. M.S. : 05 Po. 022, R. M-9, 200, ft 7Z W.C.R. M. 000 Po. 1327t W.O.R. M. loog PO. 1176.3t W.C.R. M41. - ft 22011, W.C.R. M10. 1912, P% 114721 W.C.R. NSTRUCT1014 01 1 DTG 13281! 7 dol 194 pll-m* I 64 0 IA P 17$ .01% �j w MRIET 42F QLQ AL ST. 10,1 14 Tit) ► T 1q) 40 0 * ow" mpmy 13P 1146 91-3110 QR IV ENT CO A A14, �t1is N w. C.R. 140t 7 a �1 OLO: AL St. 64 1' 53 TH 1 643 010TAA! SIM, 1 �1 m moi" PC CENTRAL GH JNC�1, LLO Lai S IN SS PARK OAV 6-29-1 0iftO 0 TAO PAINT - EP -1 PAINT - EP -2 T.O. PANEL 135'- 6" FIN. FLOOR 100' -0" © 2013 by M +H Architects. Inc. FIN. FLOO ' 1 SOUTH ELEVATIN O 1 '0= 30' -0" 1 2 3 4 5 6 7 8 9 10 11 12 3 A8.1 PANEL JOINT, CONC. WALL HORIZ. REVEAL TYP. PANEL T.O. PANE 135'- 6" \L Ej 8 a 3 -HR RATED WALL WATERPROOF PANELS 3 -HR RATED GALV. H.M. AND JOINTS BELOW GRADE DOOR & FRAME - PAINT 2 EAST ELEVATION 1 " = 30' -0" OD C B Ljk T.O. PAN[ 135'- 6" PAINT - EP -' PAINT - EP LA FIN. FLO( 100' -0" (4) MECHANICAL DOCK LEVELERS GALV. H. M. DOOR FRAME - PAINT 3 NORTH ELEV N ATIO 1 " = 30' -0" J 1 L. UUUN STAIR - PAINT GALV. H.M. DOOR & FRAME - PAINT 4 WEST ELEVATION 1. = 30' -0" a DOWNSPOUT GUARD - SEE DETAIL 7/A2.3 GENERAL ELEVATION NOTES: 1. SEE STRUCTURAL TILT -UP DRAWINGS FOR CONCRETE TILT -UP WALL PANEL INFORMATION. 2. ALL CONCRETE PANEL JOINTS SHALL BE CAULKED ON BOTH THE OUTSIDE & INSIDE FACES OF THE PANELS. SEE DTL. 4/A8.2 FOR TYP. CONC. TILT -UP JOINT DETAIL. 3. PAINT ALL EXPOSED EXTERIOR CONCRETE PANELS. 4. PAINT ALL EXTERIOR HM DOORS /FRAMES, HANDRAILS, DOCK STAIRS & MISC. STL. ITEMS. COLOR: EP -2. 5. SEE DETAIL SHEET A9.1 FOR ALUMINUM FRAME TYPES LABELED AS SUCH: Ox 6. OH DOORS SHALL BE PRE - FINISHED PAINTED WHITE. 7. ALL ALUMINUM FRAMING SHALL BE CLASS I, CLEAR ANODIZED & HAVE A THERMAL BREAK. 8. GLASS SHALL BE 1" THICK, INSULATED, TINTED REFLECTIVE UNITS. 9. PROVIDE TEMPERED GLASS UNITS AS REQUIRED BY CODE. 10. PAINT ALL PIPE BOLLARDS SAFETY YELLOW. 11. PAINT COLORS: EP -1: SHERWIN WILLIAMS SW7036 ACCESSIBLE BEIGE EP -2: SHERWIN WILLIAMS SW7507 STONE LION EP -3: SHERWIN WILLIAMS SW7513 SANDERLING 12. PROVIDE KNOX BOX PER LOCAL AUTHORITY REQUIREMENTS. COLOR LEGEND: LIGHT COLOR: EP -1 MEDIUM COLOR: EP -2 DARK COLOR: EP -3 T.O. PANEL 135'- 6" PAINT EP -3 HORIZ. REV PAINT EP -1 PRE- ENGINI MTL. CANOE PAINT EP -2 ALUM. WINE W/ 1" INSUL. TINTED GLA FIN. FLOOR 100' -0" a FIN. FLOOR 100' -0" T.O. PANEL 130' -8" PAINT - EP -1 PAINT - EP -2 12 11 2 1 A8.1 A8.1 SIM. VV/ /1LUIVI. UV VR ENLARGED WEST ELEVATION 1 " = 10' -0" PANEL 2 Issue Date: JOINT, TYP. A8.1 CONC. WALL HORIZ. REVEAL _L PANEL SY, JM Checked By: RH Drawing Title: ELEVATIONS (4) MECHANICAL DOCK LEVELERS GALV. H. M. DOOR FRAME - PAINT 3 NORTH ELEV N ATIO 1 " = 30' -0" J 1 L. UUUN STAIR - PAINT GALV. H.M. DOOR & FRAME - PAINT 4 WEST ELEVATION 1. = 30' -0" a DOWNSPOUT GUARD - SEE DETAIL 7/A2.3 GENERAL ELEVATION NOTES: 1. SEE STRUCTURAL TILT -UP DRAWINGS FOR CONCRETE TILT -UP WALL PANEL INFORMATION. 2. ALL CONCRETE PANEL JOINTS SHALL BE CAULKED ON BOTH THE OUTSIDE & INSIDE FACES OF THE PANELS. SEE DTL. 4/A8.2 FOR TYP. CONC. TILT -UP JOINT DETAIL. 3. PAINT ALL EXPOSED EXTERIOR CONCRETE PANELS. 4. PAINT ALL EXTERIOR HM DOORS /FRAMES, HANDRAILS, DOCK STAIRS & MISC. STL. ITEMS. COLOR: EP -2. 5. SEE DETAIL SHEET A9.1 FOR ALUMINUM FRAME TYPES LABELED AS SUCH: Ox 6. OH DOORS SHALL BE PRE - FINISHED PAINTED WHITE. 7. ALL ALUMINUM FRAMING SHALL BE CLASS I, CLEAR ANODIZED & HAVE A THERMAL BREAK. 8. GLASS SHALL BE 1" THICK, INSULATED, TINTED REFLECTIVE UNITS. 9. PROVIDE TEMPERED GLASS UNITS AS REQUIRED BY CODE. 10. PAINT ALL PIPE BOLLARDS SAFETY YELLOW. 11. PAINT COLORS: EP -1: SHERWIN WILLIAMS SW7036 ACCESSIBLE BEIGE EP -2: SHERWIN WILLIAMS SW7507 STONE LION EP -3: SHERWIN WILLIAMS SW7513 SANDERLING 12. PROVIDE KNOX BOX PER LOCAL AUTHORITY REQUIREMENTS. COLOR LEGEND: LIGHT COLOR: EP -1 MEDIUM COLOR: EP -2 DARK COLOR: EP -3 T.O. PANEL 135'- 6" PAINT EP -3 HORIZ. REV PAINT EP -1 PRE- ENGINI MTL. CANOE PAINT EP -2 ALUM. WINE W/ 1" INSUL. TINTED GLA FIN. FLOOR 100' -0" a FIN. FLOOR 100' -0" T.O. PANEL 130' -8" PAINT - EP -1 PAINT - EP -2 12 11 2 1 A8.1 A8.1 SIM. VV/ /1LUIVI. UV VR ENLARGED WEST ELEVATION 1 " = 10' -0" Issue Date: 5/22/13 Job Number: 12058.00 Drawn By: SY, JM Checked By: RH Drawing Title: ELEVATIONS 3 of rn 0 0 s I 0 M U MM ao = � N Uj 86 0,;.i 0 Q I N M o N N pj O CU% p N M a' z W � Q � O � LEGEND CONTOURS SPOT GRADE TREE LINE TREE BUSH STORM MANHOLE DROP INLET CURB INLET GRATED INLET FLARED END SECTION STORM SEWER GRATED MANHOLE STORM DESIGNATOR DOWNSPOUT DRAINAGE PIPE SWALE /SLOPE INDICATOR SANITARY MANHOLE SANITARY SEWER CLEAN OUT SANITARY DESIGNATOR UTILITY POLE GUIDE WIRE OVERHEAD UTILITY UNDERGROUND ELECTRIC ELECTRIC MARKER ELECTRIC METER ELECTRIC BOX ELECTRIC PULL BOX ELECTRIC TRANSFORMER ELECTRIC MANHOLE UNDERGROUND TELEPHONE FIBER OPTIC MARKER CABLE MARKER GAS LINE GAS VALVE GAS METER GAS MARKER WATER LINE WATER VALVE WATER METER FIRE HYDRANT SIGN MAIL BOX TEST HOLE LIGHT STANDARD ............... FENCE BOLLARD RETAINING WALL CONCRETE PAVEMENT SEDIMENTATION FENCE AIR CONDITIONER FLAG POLE MONITORING WELL PARKING METER PLANTER SPRINKLER CONTROL BOX SPRINKLER SPRINKLER VALVE TRAFFIC CONTROL BOX TRAFFIC POLE YARD LIGHT GUARD RAIL PROPERTY LINE EASEMENT SETBACK INLET PROTECTION USE IN PLACE TO BE REMOVED ADJUST TO GRADE TO BE REMOVED & RELOCATED TYPICAL NOT TO SCALE HIGH POINT IN GRADE LOW POINT IN GRADE TOP OF WALL BOTTOM OF WALL DUCTILE IRON PIPE NOT IN CONTRACT HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT PREVIOUSLY APPROVED TREE PROTECTION AREA GRAVEL FIRE LANE PROPOSED 460 459 OF CURB 621.25 FINISH PAVEMDM 0 O R 13 O Ss SS CO O OE OE UE UE UT G — N GV MGM w w ►N WV T r 1 L J (UIP) (TB R ) (ATG) (TBR &R) (TYP) N.T.S. HP LP BW DIP NIC NEW HOPE DEVELOPMENT -LOT 2 A TRACT OF LAND BEING LOT 2 OF THE SUBDIVISION PLAT OF NEW HOPE DEVELOPMENT PHASE 1 CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA SITE REVIEW PERMIT PLANS PERTINENT DATA OWNER = NEW HOPE DEVELOPMENT PARTNERS, LLC SITE ADDRESS = 4205 GLOBAL STREET RALEIGH, NC 27610 SITE ACREAGE = 9.43f ACRES DISTURBED LAND = 6.45f EXISTING ZONING = 1 -1 (INDUSTRIAL -1), SPECIAL HIGHWAY OVERLAY DISTRICT 2 PROPOSED ZONING = 1 -1 (INDUSTRIAL -1), SPECIAL HIGHWAY OVERLAY DISTRICT 2 PROPERTY IDENTIFICATION NUMBER = 1723991957 FEMA MAP PANEL = 3720172300J DATE: MAY 2, 2006 PROPOSED USE = WAREHOUSE UTILITIES SEWER SERVICE _ FIRE DISTRICT = WATER SERVICE _ CABLE SERVICE _ CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT 222 WEST HARGETT STREET RALEIGH, NC 27601 PH. (919) 996 -3486 CITY OF RALEIGH FIRE DEPARTMENT 310 WEST MARTIN STREET RALEIGH, NC 27601 PH. (919) 996 -6392 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT 222 WEST HARGETT STREET RALEIGH, NC 27601 PH. (919) 996 -3486 AT &T CONTACT: TIM WILKINS PH. (919) 785 -7735 PARKING CALCULATIONS GAS SERVICE _ ELECTRIC SERVICE _ PHONE SERVICE _ PARKING REQUIREMENT = WAREHOUSE: 1 SPACE /2 EMPLOYEES PARKING REQUIRED = 28 EMPLOYEES, THEREFORE 14 SPACES STANDARD PARKING PROVIDED = 39 SPACES ACCESSIBLE PARKING PROVIDED = 4 SPACE TOTAL PARKING PROVIDED = 43 SPACES FUTURE STANDARD PARKING PROVIDED = 39 SPACES FUTURE ACCESSIBLE PARKING PROVIDED = 0 SPACES TOTAL FUTURE PARKING PROVIDED = 39 SPACES LOADING SPACES = 20 SPACES FUTURE LOADING SPACES = 2 SPACES I 1 i I�� i. 1 �i l�` �1� INDEX REVISIONS BM 1 ARROW ON HYDRANT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF GLOBAL STREET AND SOUTH NEW HOPE ROAD. ELEV. 214.51 NAVD88 BM 2 ARROW ON HYDRANT AT THE NORTH RIGHT -OF -WAY LINE OF GLOBAL STREET AND THE EAST PROPERTY LINE OF THE SITE ELEV. 220.11 NAVD88 PSNC ENERGY 3516 SPRING FOREST ROAD RALEIGH, NC 27616 CONTACT: KIM FERGUSAN PH. (919) 501 -7668 PROGRESS ENERGY CONTACT: RICHIE JOHNSON PH. (919) 805 -1750 AT &T CONTACT: TIM WILKINS PH. (919) 785 -7735 UTILITY INFORMATION: UTILITIES SHOWN HAVE BEEN TAKEN FROM AVAILABLE SURVEYS, UTILITY COMPANY MAPS AND PHYSICAL PROPERTY INSPECTION. THE LOCATIONS AND FACILITIES SHALL BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE ADDITIONAL UTILITIES THAT HAVE NOT BEEN SHOWN ON THIS SURVEY. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE LOCATIONS OF ALL UTILITIES PRIOR TO EXCAVATION OR CONSTRUCTION. CALL 1- 800 - 632 -4949 (NORTH CAROLINA ONE CALL) TO HAVE LOCATIONS MARKED IN THE FIELD. *BY OTHERS, FOR REFERENCE ONLY Customer Service Center One Exchange Plaza, Suite 400 Raleigh, North Carolina 27601 Phone 919 -996 -2495 Fax 919 - 516 -2685 Site and Commercial Building Data Sheet Development Name New Hope Development -Lot 2 Proposed Use Warehouse Property Addresses) 4205 Global Street 1 2 3 4 5 6 7 8 9 C1.0 COVER SHEET Elderly Facility Hospital Hotel /Motel X Industrial Building Mixed Residential C2.0 SPECIFICATION SHEET Office Religious Institution Residential Condo Retail C3.0 EXISTING CONDITIONS PLAN Shopping Center Single Family Telecommunication Tower Townhouse Other C4.0 SITE PLAN C4.1 FUTURE SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 STORM SEWER PROFILES C5.2 EXISTING DRAINAGE AREA MAP C5.3 PROPOSED DRAINAGE AREA MAP C5.4 BMP DRAINAGE AREA MAP C5.5 BMP PLAN & PROFILE C6.0 UTILITY PLAN C7.0 DETAIL SHEET C7.1 DETAIL SHEET C7.2 DETAIL SHEET C7.3 DETAIL SHEET C7.4 DETAIL SHEET C8.0 PHASE 1 EROSION AND SEDIMENTATION CONTROL PLAN C8.1 PHASE 2 EROSION AND SEDIMENTATION CONTROL PLAN C8.2 PHASE 3 EROSION AND SEDIMENTATION CONTROL PLAN C8.3 EROSION AND SEDIMENTATION CONTROL DETAILS C8.4 EROSION AND SEDIMENTATION CONTROL DETAILS C8.5 EROSION AND SEDIMENTATION CONTROL DETAILS C8.6 NPDES SITE SPECIFIC EROSION CONTROL SHEET 1-1.0 LANDSCAPE PLAN 1-2.0 LANDSCAPE DETAILS *PREVIOUSLY APPROVED TREE CONSERVATION PLAN *PREVIOUSLY APPROVED SUBDIVISION PLAT *BUILDING ELEVATIONS BM 1 ARROW ON HYDRANT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF GLOBAL STREET AND SOUTH NEW HOPE ROAD. ELEV. 214.51 NAVD88 BM 2 ARROW ON HYDRANT AT THE NORTH RIGHT -OF -WAY LINE OF GLOBAL STREET AND THE EAST PROPERTY LINE OF THE SITE ELEV. 220.11 NAVD88 PSNC ENERGY 3516 SPRING FOREST ROAD RALEIGH, NC 27616 CONTACT: KIM FERGUSAN PH. (919) 501 -7668 PROGRESS ENERGY CONTACT: RICHIE JOHNSON PH. (919) 805 -1750 AT &T CONTACT: TIM WILKINS PH. (919) 785 -7735 UTILITY INFORMATION: UTILITIES SHOWN HAVE BEEN TAKEN FROM AVAILABLE SURVEYS, UTILITY COMPANY MAPS AND PHYSICAL PROPERTY INSPECTION. THE LOCATIONS AND FACILITIES SHALL BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE ADDITIONAL UTILITIES THAT HAVE NOT BEEN SHOWN ON THIS SURVEY. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE LOCATIONS OF ALL UTILITIES PRIOR TO EXCAVATION OR CONSTRUCTION. CALL 1- 800 - 632 -4949 (NORTH CAROLINA ONE CALL) TO HAVE LOCATIONS MARKED IN THE FIELD. *BY OTHERS, FOR REFERENCE ONLY Customer Service Center One Exchange Plaza, Suite 400 Raleigh, North Carolina 27601 Phone 919 -996 -2495 Fax 919 - 516 -2685 Site and Commercial Building Data Sheet Development Name New Hope Development -Lot 2 Proposed Use Warehouse Property Addresses) 4205 Global Street Wake County Property Identification Number(s) for each parcel to which these guidelines will apply P' " 1723991957000 FP.I.N. P.I.N. P.I.N. What is your project type? Apartment Bank Elderly Facility Hospital Hotel /Motel X Industrial Building Mixed Residential Non - residential Condo Office Religious Institution Residential Condo Retail School Shopping Center Single Family Telecommunication Tower Townhouse Other Scope of Work Construction of a new 100,000 + \- square foot warehouse and appurtenances SITE AND COMMERCIAL BUILDING DATA SHEET ( 02.04.13 1 ecwr= 2150 Schuetz Road, Suite 200 St. Louis, Missouri 63146 314.878.3500 www.mha.us.com COLE Design Group, Inc. 401 S. 18th Street, Suite 200 St. Louis, Missouri 63103 314.984.9887 Structural: SMITH /ROBERTS & ASSOCIATES, INC. 6501 Bluff Road Indianapolis, IN 46217 317.951.1043 317.951.2160 fax MEP: MECH., ELEC., ENG. CONSULTANTS, PC 1415 Goldsmith Plymouth, MI 48170 734.454.5516 734.454.5517 fax Fire Protection: MIDWEST SPRINKLER CORP. 1420 South Jackson Street Lousville, KY 40208 502.637.2311 502.637.7470 fax O H U Z N H 0 J W Z W Z cu .0 CD O NL- cu � o Z LO O .� cu Of PROFESSIONAL ENGINEERING CORP #C -3736 *SINN CARdZ�'ro'r ° °` °tea ®'FE5S1 • •. 9 �'�,r w S • ® 0381 ` 0 08/09/2013 1 2 Drawing Title: COVER SHEET C1.0 Issue Date: 07/31/2013 Job Number: 12 -0099 Drawn By: EMJ Checked By: JTR Drawing Title: COVER SHEET C1.0 GENERAL NOTES 1.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS AND SIZES OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, PRIOR TO THE START OF ANY CONSTRUCTION. THE ENGINEER HAS NOT FIELD VERIFIED THE EXISTING UTILITIES. THE UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM RECORDS AND UTILITY MAPS MADE AVAILABLE TO THE ENGINEER AND THE LOCATIONS AND SIZES SHALL BE CONSIDERED APPROXIMATE ONLY. OTHER UTILITIES, NOT SHOWN ON THIS PLAN, MAY EXIST ON OR NEAR THE SITE. 2.) PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY BY EDR ENGINEERING. 3.) ALL FACILITIES AND SITE PLAN FEATURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL SPECIFICATIONS AND STANDARD DETAILS. 4.) ALL GRADED AREAS SHALL BE PROTECTED FROM EROSION BY EROSION CONTROL DEVICES AND /OR SEEDING AND MULCHING. EROSION CONTROL SHALL NOT BE LIMITED TO WHAT IS SHOWN ON THE PLAN. WHATEVER MEANS NECESSARY SHALL BE TAKEN TO PREVENT SILTATION AND EROSION FROM FROM ENTERING NATURAL STREAMS AND ADJACENT ROADWAYS, PROPERTIES, AND DITCHES. 5.) PRIOR TO BEGINNING ANY WORK ON THE SITE, THE CONTRACTOR SHALL CONTACT THE OFFICE OF THE DEVELOPER FOR SPECIFIC INSTRUCTIONS RELEVANT TO THE SEQUENCING OF WORK. 6.) GRADING CONTRACTOR SHALL INSTALL SILTATION CONTROL PRIOR TO STARTING THE GRADING. ADDITIONAL SILTATION CONTROL DEVICES MAY BE REQUIRED AS DIRECTED BY THE CITY OF RALEIGH OR THE DEVELOPER. 7.) ALL FILLS AND BACKFILLS SHALL BE MADE OF SELECTED EARTH MATERIALS, FREE FROM BROKEN MASONRY, ROCK, FROZEN EARTH, RUBBISH, ORGANIC MATERIAL AND DEBRIS. 8.) PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS ON PAVED AREAS. CONTRACTOR TO GRADE ALL AREAS TO REQUIRED SUBGRADE. 9.) ALL FILL PLACED FOR PROPOSED STORM AND SANITARY SEWER LINES AND /OR PAVED AREAS, AND FOR DRAINAGE BERMS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T -180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T -99. ALL TEST SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS. 10.) A GRADING PERMIT IS REQUIRED PRIOR TO ANY GRADING ON THE SITE. 11.) THE DEVELOPER IS REQUIRED TO PROVIDE ADEQUATE STORM -WATER SYSTEMS IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. 12.) ALL STORM -WATER SHALL BE DISCHARGED AT AN ADEQUATE NATURAL DISCHARGE POINT. 13.) THE CONTRACTOR MUST BE ON FILE WITH ONE CALL OF NORTH CAROLINA, 8 -1 -1 OR 1- 800 - 632 -4949. 14.) ALL PROPOSED UTILITIES ON THIS SITE MUST BE LOCATED UNDERGROUND. 15.) THE GENERAL CONTRACTOR SHALL FLAG ALL SANITARY AND STORM SEWER STRUCTURES WITH A 2X4 PAINTED ORANGE AND MARKED TO READ "STORM SEWER STRUCTURE OR SANITARY SEWER STRUCTURE DO NOT BURY ". 16.) SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. 17.) NO MONUMENT SIGNS OR THEIR PROPOSED LOCATIONS CAN BE APPROVED WITH THESE DOCUMENTS. A SEPARATE SIGN APPLICATION MUST BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT FOR REVIEW AND APPROVAL. 18.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RAZING AND REMOVAL OF THE EXISTING STRUCTURES, INCLUDING FOUNDATIONS, RELATED UTILITIES, PAVING, UNDERGROUND FACILITIES AND ANY OTHER EXISTING IMPROVEMENTS. 19.) THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING ALL PHASES OF THIS DEMOLITION PLAN. 20.) BURNING ON SITE WILL BE ALLOWED IF APPROVED BY EPA AND THE CITY OF RALEIGH. 21.) DISPOSAL OF MATERIAL ON -SITE WILL ONLY BE ALLOWED AS DIRECTED BY THE OWNER AND GEOTECHNICAL ENGINEER AND APPROVED BY THE CITY OF RALEIGH. 22.) THE CONTRACTOR SHALL RESTORE OFFSITE CONSTRUCTION AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF WORK 23.) ALL EXCAVATIONS, GRADING, OR FILLING SHALL HAVE A FINISHED GRADE NOT TO EXCEED A 4:1 SLOPE (25 PERCENT). STEEPER GRADES MAY BE APPROVED BY THE DESIGNATED OFFICIAL IF THE EXCAVATION IS THROUGH ROCK OR THE EXCAVATION OR THE FILL IS ADEQUATELY PROTECTED (A DESIGNED HEAD WALL OR TOE WALL MAY BE REQUIRED). RETAINING WALLS THAT EXCEED A HEIGHT OF FOUR (4) FEET SHALL REQUIRE THE CONSTRUCTION OF SAFETY GUARDS AS IDENTIFIED IN THE APPROPRIATE SECTION(S) OF THE ADOPTED BOCA CODES AND MUST BE APPROVED BY THE CITY BUILDING DEPARTMENT. PERMANENT SAFETY GUARDS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE SECTION(S) OF THE ADOPTED BOCA CODES. 24.) ALL FILLED PLACES IN PROPOSED ROADS SHALL BE COMPACTED FROM THE BOTTOM OF THE FILL UP TO 90% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T -180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST ASSHTO T -99. A SOIL'S ENGINEER SHALL VERIFY ALL TESTS CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS. A SEALED COPY OF THE RESULT REPORTS SHALL BE GIVEN TO THE CITY OF RALEIGH INSPECTOR. 25.) ALL PUBLIC ROADS MUST BE KEPT CLEAR OF MUD AND DEBRIS AT ALL TIMES. FAILURE TO DO SO WILL BE CAUSE FOR THE CITY TO SUSPEND WORK. 26.) WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE REESTABLISHED IN SUCH A DENSITY AS TO PREVENT EROSION. PERMANENT SOD SHALL BE ESTABLISHED AS SOON AS POSSIBLE. 27.) ALL FINISHED GRADES (AREAS NOT TO BE DISTURBED BY FUTURE IMPROVEMENT) IN EXCESS OF 20% SLOPES (5:1) SHALL BE MULCHED AND TACKED AT THE RATE OF 100 POUNDS PER 1,000 SQUARE FEET WHEN SEEDED. 28.) ALL CONSTRUCTION METHODS AND PRACTICES TO CONFORM WITH OSHA STANDARDS. 29.) ANY RETAINING WALLS REFERRED TO IN THESE PLANS ARE SHOWN FOR REFERENCE ONLY ARE NOT TO BE INTERPRETED AS DESIGN OF THE WALL SYSTEM. CONTRACTOR SHALL REFER TO STRUCTURAL PLANS PREPARED BY OTHERS FOR DETAILS OF THE WALL DESIGN AND CONSTRUCTION. 30.) CONTRACTOR SHALL BID THESE PLANS AND SPECIFICATIONS IN THEIR ENTIRETY (COMPLETE SETS). 31.) ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT -OF -WAY REQUIRES INSPECTION BY THE CITY OF RALEIGH. 32.) CONSTRUCT CONCRETE WALKS, CURBS, AND GUTTER TO MATCH EXISTING SURFACE IMPROVEMENTS. 33.) CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARD DETAILS OF THE MOST CURRENT EDITION. a pi rn 0 0 S. I U U EL a o Q N I U d -n N N M O Q I N o N N o pj O c m p � N M a' z W H Q = O GRADING NOTES 1.) ALL GRADES ARE TO FINISH GRADE OR FINISH PAVEMENT. THE CONTRACTOR SHALL DEDUCT PAVEMENT THICKNESS IN BUILDING AREAS TO OBTAIN SUBGRADE ELEVATIONS. 2.) SILTATION CONTROL SHALL BE UTILIZED DURING CONSTRUCTION TO PREVENT SILTATION FROM RUNNING ONTO THE ADJACENT STREETS & PROPERTIES. NO STORM WATER SHALL DRAIN ONTO CITY STREETS, STATE ROADS, OR PRIVATE PROPERTY. 3.) MAXIMUM SLOPE SHALL BE 2 HORIZ. TO 1 VERT. (2:1) UNLESS OTHERWISE NOTED, THE CIVIL ENGINEER ASSUMES NO LIABILITY FOR SLOPES EXCEEDING THOSE RECOMMENDED BY GEOTECH REPORT. 4.) ALL GRADING AND DRAINAGE SHALL MEET THE CITY OF RALEIGH SPECIFICATIONS AND AS SPECIFIED IN SOILS REPORT. 5.) ADDITIONAL SILTATION CONTROL DEVICES MAY BE REQUIRED BY THE CITY OF RALEIGH. 6.) THE GRADING CONTRACTOR SHALL ESTABLISH THE SILTATION CONTROL AND BE INSPECTED BY THE CITY OF RALEIGH PRIOR TO BEGINNING THE GRADING. 7.) THE GRADING CONTRACTOR SHALL MAINTAIN THE SILTATION CONTROL DEVICES SO AS TO PREVENT SILT FROM BYPASSING THEM. 8.) THE CITY OF RALEIGH CITY ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF THE GRADING TO VERIFY SILT CONTROL INSTALLATION. (GRADING PERMIT REQUIRED). 9.) DURING THE GRADING OPERATION ADDITIONAL SILTATION CONTROL MEASURES MAY BE REQUIRED AS DIRECTED BY THE CITY OF RALEIGH. 10.) ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO CURRENT CITY OF RALEIGH STANDARDS. 11.) IF CUT AND FILL OPERATIONS OCCUR DURING A SEASON NOT FAVORABLE FOR IMMEDIATE ESTABLISHMENT OF A PERMANENT GROUND COVER. 12.) EXISTING AREAS OF SOFT SOILS AND ORGANIC DEBRIS SHALL BE COMPLETELY REMOVED. INTERIM STORM WATER DRAINAGE CONTROL IN THE FORM OF SILTATION CONTROL MEASURES ARE REQUIRED AS APPROVED BY THE CITY OF RALEIGH. 13.) ALL DISTURBED EARTH AREAS WITHIN PUBLIC RIGHT -OF -WAY AND OTHER OFF -SITE AREAS SHALL BE SODDED. 14.) ANY DISTURBED OFF -SITE PROPERTY (I.E. BUSHES, FENCES, MAILBOXES, ETC.) SHALL BE REPLACED. 15.) THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF PUBLIC WORKS /ENGINEERING AND THE DEPARTMENT OF PERMITS AND INSPECTIONS AT LEAST TWO (2) DAYS PRIOR TO THE START OF CONSTRUCTION. 16.) SURFACE RESTORATION SHALL BE AS FOLLOWS: A. FINE GRADE ALL AREAS DISTURBED BY THE CONSTRUCTION OPERATIONS AFTER COMPLETION OF BACKFILLING AND COMPACTING. AREAS WHICH ARE TO RECEIVE PAVEMENTS, SURFACING, TOPSOIL OR LANDSCAPING SHALL BE GRADED AS REQUIRED TO ALLOW INSTALLATION OF THE SPECIFIC TREATMENT. GRADE ALL OTHER AREAS TO MATCH THE EXISTING GROUND LINE. B. REPLACE AND REPAIR ANY SURFACE IMPROVEMENTS DAMAGED OR REMOVED. CONFORM TO CITY OF RALEIGH STANDARDS. SANITARY SEWER NOTES 1. ALL STORM AND SANITARY SEWER STRUCTURES SHALL CONFORM TO THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN. 2. CONTRACTOR TO START LAYING PIPE AT DOWNSTREAM MANHOLE AND WORK UPSTREAM. 3. CLEANOUTS SHALL BE LOCATED AT ALL HORIZONTAL AND VERTICAL CHANGES IN DIRECTION OF FLOW FOR BUILDING LATERALS AND EVERY 100' MIN. FOR ANY SANITARY LATERAL OF 100 FEET OR LONGER. 4. JETTING IS NOT AN ACCEPTABLE METHOD OF ACHIEVING BACKFILL COMPACTION. ALL BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED TO AT LEAST 90 PERCENT OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. 5. GAS, WATER, AND OTHER UNDERGROUND UTILITIES SHALL NOT CONFLICT WITH THE DEPTH OR HORIZONTAL LOCATION OF EXISTING OR PROPOSED SANITARY AND STORM SEWERS. 6. THE CONTRACTOR SHALL PREVENT ALL STORM, SURFACE WATER, MUD AND CONSTRUCTION DEBRIS FROM ENTERING THE EXISTING SANITARY SEWER SYSTEMS. 7. ALL PVC SANITARY SEWER PIPE IS TO BE SDR -35 OR EQUAL WITH "CLEAN" 1/2 INCH TO 1 INCH GRANULAR STONE BEDDING UNIFORMLY GRADED. THIS BEDDING SHALL EXTEND FROM 4 INCHES BELOW THE PIPE TO SPRINGLINE OF PIPE. IMMEDIATE BACKFILL OVER PIPE SHALL CONSIST OF SAME SIZE "CLEAN" OR "MINUS" STONE FROM SPRINGLINE OF PIPE TO 6 INCHES ABOVE THE TOP OF PIPE. 8. EXISTING SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED. 9. ALL SANITARY FLOW LINES AND TOPS BUILT WITHOUT ELEVATIONS FURNISHED BY THE ENGINEER WILL BE THE RESPONSIBILITY OF THE SEWER CONTRACTOR. 10. PRE- MANUFACTURED ADAPTERS SHALL BE USED AT ALL PVC AND DIP CONNECTIONS. RUBBER BOOT /MISSION -TYPE COUPLINGS WILL NOT BE ALLOWED. 11. ANY PERMITS, LICENSES, EASEMENTS, OR APPROVALS REQUIRED TO WORK ON PUBLIC OR PRIVATE PROPERTIES OR ROADWAYS ARE THE RESPONSIBILITY OF THE DEVELOPER. 12. THE SOILS ENGINEER WILL VERIFY THAT ALL COMPRESSIBLE MATERIAL HAS BEEN REMOVED PRIOR TO FILL PLACEMENT AND THAT ALL FILL UNDER SANITARY SEWER LINES CONSTRUCTED ABOVE ORIGINAL GRADE, HAS BEEN COMPACTED TO 90% OF "MODIFIED PROCTOR ". FILL IS TO BE PLACED IN A MAXIMUM 9" LIFTS. TESTS SHALL BE TAKEN AT A MAXIMUM OF 50' INTERVALS ALONG THE ROUTE OF THE PIPE, AT A MAXIMUM OF 2' VERTICAL, AND LATERALLY ON EACH SIDE OF THE PIPE, AT A DISTANCE EQUAL TO THE DEPTH OF FILL OVER THE PIPE. 13. THE CONTRACTOR MUST VERIFY SIZE AND LOCATION OF EXISTING MAIN PRIOR TO ANY CONSTRUCTION. IF THERE IS A DISCREPANCY, HE MUST NOTIFY THE ENGINEER IMMEDIATELY. EARTHWORK NOTES BULK CUT (SUBGRADE) ........ .........................6,380± CUBIC YARD BULK FILL (SUBGRADE) ...... .........................45,225 CUBIC YARD NET FILL .............................. .........................38845± CUBIC YARD CALCULATION CRITERIA: 1. PVMT. PLUS AGGREGATE BASE = 9" (LIGHT DUTY ASPHALT - 2" ASPHALT ON 7" AGG.), 12" (HEAVY DUTY ASPHALT - 4" ASPHALT ON 8" AGG.), AND 12" (CONCRETE TRUCK COURT - 8" CONC. ON 4" AGG.) 2. BLDG PAD THICKNESS = 10" (6" CONC. ON 4" AGG.) 3. SHRINKAGE FACTOR = 15% 4. EXCAVATION NOT INCLUDED = UTILITY SPOILS EARTHWORK CALCULATION SHOWN ABOVE IS TO SUBGRADE. ALL CONTOURS SHOWN ON PLAN ARE TO FINAL GRADE. CONTOURS SHOWN IN PROPOSED PAVEMENT AREAS AND BUILDING SLABS; CONTRACTOR TO ASSUME FOR PAVEMENT THICKNESS AND GRADE ACCORDINGLY FOR SUBGRADE CONDITIONS. THE ENGINEER HAS CALCULATED THE ABOVE QUANTITIES OF EARTHWORK TO BE REGARDED AS AN ESTIMATE OF THE BULK MOVEMENT OR REDISTRIBUTION OF SOILS ON THIS PROJECT. AS AN ESTIMATE, THESE QUANTITIES ARE INTENDED FOR GENERAL USE AND THE ENGINEER ASSUMES NO LIABILITY FOR COST OVERRUNS DUE TO EXCESS EXCAVATED MATERIALS OR SHORTAGES OF FILL THE QUANTITIES ESTIMATED FOR EACH OF THE IMPROVEMENT ITEMS LISTED ABOVE ARE BASED UPON THE HORIZONTAL AND VERTICAL LOCATION OF THE IMPROVEMENTS AS PROPOSED ON THE SITE ENGINEERING PLANS PREPARED BY COLE AND ASSOCIATES, INC. IT IS ASSUMED THAT EXISTING PAVEMENT SURFACES ARE TO BE HAULED OFF SITE. THE ENGINEER'S EARTHWORK ESTIMATE DOES NOT INCLUDE ANY OF THE FOLLOWING ITEMS REQUIRING EARTHWORK THAT MAY BE NECESSARY FOR COMPLETION OF THE PROJECT: MISCELLANEOUS UNDERGROUND CONDUITS, SEWER LINES, WATER MAINS, STANDARD MANHOLES, PROCESS OR TRANSFER PIPING, ELECTRICAL OR TELEPHONE CONDUITS, BASES FOR LIGHT STANDARDS, BUILDING FOOTINGS AND FOUNDATIONS, STRIPPING OF TOPSOIL, ETC.. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACTUAL SIZE OF THE FIELD EXCAVATIONS MADE FOR THE INSTALLATION OF UNDERGROUND STRUCTURES, AND AS SUCH, THE ACTUAL QUANTITIES OF EARTHWORK FROM SUCH ITEMS MAY VARY FROM THE ESTIMATE SHOWN ABOVE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR COSTS INCURRED DUE TO REMOVAL OF UNSUITABLE MATERIAL FROM SITE. THE ABOVE QUANTITIES ARE AN ESTIMATE AND SHOULD BE CONSIDERED AS SUCH. IT IS THE GRADING CONTRACTOR'S RESPONSIBILITY TO PREPARE A QUANTITY TAKEOFF AND NOTE ANY DISCREPANCIES TO THE ENGINEER. STORM SEWER NOTES 1. ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES SHALL CONFORM TO THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS AND SIZES OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, PRIOR TO THE START OF ANY CONSTRUCTION. THE ENGINEER HAS NOT FIELD VERIFIED THE EXISTING UTILITIES. THE UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM RECORDS AND UTILITY MAPS MADE AVAILABLE TO THE ENGINEER AND THE LOCATIONS AND SIZES SHALL BE CONSIDERED APPROXIMATE ONLY. OTHER UTILITIES, NOT SHOWN ON THIS PLAN, MAY EXIST ON OR NEAR THE SITE 3. ALL FILL PLACED UNDER PROPOSED STORM SEWER LINES AND /OR PAVED AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T -180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T -99. ALL TEST SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS PER GEOTECHNICAL REPORT. 4. REINFORCED CONCRETE PIPE SHALL CONFORM TO CURRENT A.S.T.M. STANDARD C -76, CLASS III, EXCEPT AS NOTED. 5. ALL TRENCHES IN AREAS TO BE PAVED AND UNDER EXISTING PAVEMENT OR WITHIN PUBLIC R.O.W. SHALL BE GRANULARLY BACKFILLED WITH 3/4 -INCH MINUS CRUSHED LIMESTONE. 6. THE SOILS ENGINEER WILL VERIFY THAT ALL COMPRESSIBLE MATERIAL HAS BEEN REMOVED PRIOR TO FILL PLACEMENT AND THAT ALL FILL UNDER STORM AND SANITARY SEWER LINES CONSTRUCTED ABOVE ORIGINAL GRADE, HAS BEEN COMPACTED TO 90% OF "MODIFIED PROCTOR ". FILL IS TO BE PLACED IN A MAXIMUM 9" LIFTS. TESTS SHALL BE TAKEN AT A MAXIMUM OF 50' INTERVALS ALONG THE ROUTE OF THE PIPE, AT A MAXIMUM OF 2' VERTICAL, AND LATERALLY ON EACH SIDE OF THE PIPE, AT A DISTANCE EQUAL TO THE DEPTH OF FILL OVER THE PIPE. 7. ANY ABANDONED SEWERS SHALL BE REMOVED OR COMPLETELY GROUT FILLED.