The URL can be used to link to this page

Home My WebLink About20190812 Ver 1_Signed Construction Drawings_20190614R m > ° 0 ,all w w m ry > 0 U 0 0 U I O O PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. OAK PARKSUBDIVISION CONSTRUCTION DRAWINGS GARNER, NORTH CAROLINA CO w 0 Q Z PHASE 2 VICINITY MAP SCALE: 1" = 21000' OAK PARK DEVELOPERS, LLC 1401 AVERSBORO ROAD, SUITE 206 GARNER, NC 27259 CONTACT: DOUGLAS BALL 919-427-2592 ALL HOUSES SHALL BE BUILT TO CONFORM TO TYPE II WATER/SEWER REQUIREMENTS 1. EACH HOUSE MUST HAVE AT A MINIMUM OF 1800 S.F. OF HEATED FLOOR SPACE. 2. EACH HOUSE MUST HAVE A TWO CAR GARAGE AND SCREENED PORCH/UNHEATED SUNROOM, DECK OR CONCRETE PATIO (120 S.F. MINIMUM). 3. EACH HOUSE MUST BE CONSTRUCTED OF HARDI-PLANK, MASONRY (BRICK OR STONE) OF VINYL SIDING (MINIMUM GAUGE .045) ON AT LEAST 80% OF EACH SIDE; 4. EACH HOUSE MUST HAVE A MASONRY FOUNDATION WITH CRAWL SPACE FOR AT LEAST 70% OF THE FOUNDATION AREA (NOT INCLUDING THE GARAGE) OR STEM WALL SLAB FOUNDATION WITH A MINIMUM HEIGHT OF 12 INCHES WITH BRICK/STONE VENEER REQUIRED. SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 COVER SHEET C1.0 EXISTING CONDITIONS PLAN C2.0 OVERALL SITE PLAN C2.1 SITE PLAN C2.2 SITE PLAN C3.0 OVERALL UTILITY PLAN C3.1 UTILITY PLAN C3.2 UTILITY PLAN C3.3 NEW BETHEL CHURCH ROAD WATERLINE EXTENSION C4.0 GRADING AND DRAINAGE PLAN C4.1 GRADING AND DRAINAGE PLAN C5.0 STAGE 1 SEDIMENTATION AND EROSION CONTROL PLAN C5.1 STAGE 1 SEDIMENTATION AND EROSION CONTROL PLAN C5.2 STAGE 2 SEDIMENTATION AND EROSION CONTROL PLAN C5.3 STAGE 2 SEDIMENTATION AND EROSION CONTROL PLAN C6.0 BELLEFORTE PARK CIRCLE PLAN AND PROFILE C6.1 SCOVILLE ROAD PLAN AND PROFILE C6.2 HOYNE WAY AND KIM BARK PATH PLAN AND PROFILE C6.3 KARLOV ROAD PLAN AND PROFILE C6.4 KARLOV ROAD PLAN AND PROFILE C6.5 SANITARY SEWER OUTFALL C PLAN AND PROFILE C7.0 NOTES AND DETAILS C7.1 NOTES AND DETAILS C7.2 NOTES AND DETAILS C7.3 NOTES AND DETAILS C7.4 NOTES AND DETAILS C7.5 NOTES AND DETAILS C7.6 NOTES AND DETAILS C7.7 NOTES AND DETAILS C7.8 NOTES AND DETAILS L-4 LANDSCAPE PLAN L-5 LANDSCAPE PLAN L-7 DETAILS PHASE 2 UTILITIES TOTAL GRAVITY SEWER: 1,526 LF 8" DIP: 1,526 LF TOTAL WATERMAIN: 1,942 LF 6" DIP: 177 LF 8" DIP: 161 LF 12" DIP: 1,604 LF PHASE 4 UTILITIES TOTAL GRAVITY SEWER: 2,250 LF 8" DIP: 1,661 LF 8" PVC 589 LF TOTAL WATERMAIN: 1,953 LF 6" DIP: 817 LF 8" DIP: 1,136 LF w °°pppOpfl00000p0OO A.&04 '00'o'00 y'SSI�� 6r•�rOOO © •'4°� olp • y o 4 SEAL { �p� 023728 1-7 P J • o NGI Nv:� '�• 'v o Oo �O j• •••••0• '00 0fh ob °°008000 M. og E 0 ui CD C cn0 N =u E Z '-: 0 U c� N O ME N 00 ck ~ a='-'00 a� uj J x o" 'E _ 'Ec ll' L C L J w H Lr) z O U F- 0 z w H Q DATE 05/06/19 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE 1 " = 2000' o r� -00 06 Q) o' °0 �o N 0� (n � V / 0 0 .� o W � LQ) Q) co co VI u O a L L O 3 U N z � a 3 x a> ° z o W W O L� H Q iY V I � ° W W 0.0 E Qa� H (D0 a 0oLL a O 0 W O O0 1--MEs �-0 �O -n 0 L .0 ry OU Q. O zi L � Q > ° 0 N � > I` /\ V 2 \i O X O N N :~ L E N L a O O c E_ O rn � U N ,C V > � N � o a � JOB NO. � 0 c � 37500 SHEET NO, a- a a CO, � � a ___11_1_1 - - - _,; '-, / �, / j � 1�1 1� I - :�� I, - - , N �, � / / I _�' -- , - - " , , /I �/ �x " x - , - , �,-, � - -- -_ k I� - k, - I/ /I 1/ / , ,� � , I - , `I� - - -_ "I - - , j� lit %Ij1hl)1Ij ///.". -�A��- - - 1/1 W� ) ij, I/ // / �/ � - �, � -S - - � - - --�/,- ,� - 'I I, \ I ___ --7- - — — I // 'I', 11 I �_ - ,:N\ , - , / I'll \ , 't % 'll I / 11 ,- - - - ---\ ,�,�Io ��__ -z,,, - - � " - , _� " / � / 11 /J� ,'.I'- - ", �,, — - — - - ) I/ /;5'.:�'_�-'_---__:�- -r--:-, , ,/, j // / /- / ,�/ ,( / / / I I , \ -, I I K \ ,� , // / / I li� \ " I / I , - -,- �� 11 -_ " , . � :*,= f1l I // 1. I, i, I I 1',/ , // / - - - / \ , - -1 - N , A, -_ - - _� , / �/ - _�_ \ % , I "I / �, I k I I I -1 - 11 ,-- ,,,, _Nk",- k- -IN 'I , - " I- I di it I I /// / / / I /I 1 — k - / � I �,; /- / - \ / �� _,��---�--�_Z___�___ � ! I I it - - I 'N' ) , I I " ( I / / I / I \ e / / -, V�//, , - I .=�_ "I I I - .1 I I 1z / // /,:: - - - - - 1 "f x / k I I - I I / - - - - 1� - - - - 1-11 I - ,%, I I I � �V-,;;-=, -=, -=� -_�Z�7-z-,- I I I f, - -�:, -_�- x I I I I '� k � k \ I s �, - - - - - N � I .� , - I �_ / I I -_ ,,, I - - I �( ,_ N / " ///�- y , �, �/ , -"0- 1� -1 I / I - — N,- / ,- , ,, , I --, I )////// - 1�:__ � , I I 1�_, % \ , . , X , ,". I I I I f / �, / -1 1% \ I , / /" - - - _ - -_ I ,�, I I I / //IV, I �, -_ _ �,, � P_ - I "I I , - " , ,;�_, , - - - - �: — — — — / /",/Al/ - - __ -, � / / I I . "I - � -, , ,� ,� �11 I ( I � 11, . X "�_"�,,� �', �, - 11 11 - - I \\, io ,,, I k I I I / / // / � " IZ, . I /,�/,/ , , P-�, __ — f - _J�',' ' "' I ,- \ \ I , ,,-,/ ' -�I,j " - ,,- / / f ;, 'f, I_ �� - - - - - - '� N%\ -N I! % " - I I I I , f I �, " I ( / , / 1, � , ,,, I / / ,- - _ - � k I I q x. , < " ��_ - , -��, .;- :� - �__ — / � ------Z-- - - / II , - ,%% '% , - - �, 1, 11 W - �,2,i_ ,� , I I � , , '� �, 11 - _- - ,-,�, I I I - % \ % \ -,I- N %% \ I � I / I j 1 1 , i ,,\ \ \\ \ 'i I I / / ,- - , x, " ,I I � ( I I I f — -- � I I I '�� - "'R /_�/ -, '1� - '� , _ - _ _ \, \ �, -.1 I � I \ I I rl �_ 1��; ,W�-;� �-, ,�- _7v_1 I- ; - I I !�,_ ,/ �, _ .... ,,;,, "' �;"W- �� , � W1111 � I __�-, .41 /., /,- I- ,- ,�:- ,- Z " , - , - - - - / /,'/ - , / I i / � , � _� / / / - - - I , / / / ,_ - - 11 It I F I "W , ,�, - \ � I .- , - _ -1 :: __ - - � I- � 11 .", - - _ , - - - - ,/ , / - -_ / I f 1 I., I - I, I 1 1 f - - It - _, ./ it .:_�_ - � ,/,/, , 1: I I " j 1 , � � I X� - - - - - - - I I ,x , I I N - I l � , ,I , I I 1, j III mly) I ; I 1�1_ - - I - - , � � :P, :�, '1� ))JilV['!// , / // // / - Z:-:- =_� - - N ,, It ), I , � / - N - , I -w I I I I/ - -,:-- �, - - ,_1 -,,;;` , ,- -_ - -- - \N, \\\ \ ,\t,\ \ I I , 1 1 / , j i , � �,\\N�� ,ty I I I I I I I I I I "I - - -_ 11 " I I I . - I - �,,/. ,,� , , � \\ 'At " , I , I I / / / - / le - I I III . - - - - �� - -_-_ - -;-- ,,, �w I I I I e I - - _� \11 , N IV , / I I ,\ YiN\IN \\ I ') I) , / / / , I :,;"�'// , , , , I " _ -�� - - , / / z - - �, 11 �/ ,� - �, �,, , - — , -,\\ \\ I §\: \A% - � , , 'I I I III - I - , --:, 91, X- ,1,,P'-��,r,- --�, � /,( �, , I , / / _N � 11 .11 . ;__ AAIV��I, xllll - I / / / 1_', I ? I " I / -11 I -, �,- `7-�_ -- � - _z- - �, <' - - - ,( - - ___ I I \ '\'& \%\� � " � , , , I I I I ////I// / I / I - //�, / I , - 11 - - ."/ � �-�,��,!-��_,- I- - - - - / I Ill' 11 I'll I"011if, - I )I/ I I 1yj . I - - 1, I _x -__f--= � /'/-;�- '- -�- , - / / / // I I i / / /,- _� I I I,\ I I j I I / - - � - �� _j i .�' , / � / / /. /f/ _� - - - I ,- �' - _%;v�__�_ - __�r_�1-0_1,'� //V - - x ,// / / / / / // , I t I , - , � qp\\�,-�, III I I , / - -,�- / - 11 I I _� .�_ / , �,___�_ _Z=_� --,,:�> -,-�-_ 'IN //// / I , / / - � - - - , "'�\\\ -k\ , 1 / V , , I I I , I I I I _ - - - 1� / ?" //, / / -,�,;��, .1 - '&, I Z _:� =:��22��,;�-�,,',/ � _z x / .� ,/ , / -_ - - - \ 11 q I f � _*1 - - _-�:_ -;,�,,i - -, - - j I elf ,// I- I ]I 11 I- � - - - - N \ N .N\ " I //I / I / -� � � � - � I,- � �, , I / " .,,,�, I - , ,,,��,:� 1�� - '? , - /// 11 If - - - - - I / I / I-- ,/ / �� ,��,;:� - - , 11,11 \ \ \N \ \ X§\� N\ � 1� , -, , -,,- - ,-�, Z;� � I j , I - '=- , 1�,��x , -1 .11 I - - - � -_ -,� ;� �- -_ -, I, �_ '�- " // ij, 'j/j , , ,_ / , % % 'f , I / // / X / / / - - - - , "- 11-1 � I - i / I � - - '1_s,_�__ ��/__�,�� - ,'��- �- ,- lr,.,---- ___f__56_ , I 'I/ / if I I It � I i t 1, / / / �, " I ,_�, 11 / /- - - - - — - - ----- ,,,�\\ � I I i I // // / - - - - , � ,I-, Z,z I I- I I I I I 11 , I / lol� I \ ,�� -�, ,�-,Z_ -_ - � 'k 'W It - I -1 :�_ �5 � I I , � x� w I I I I I I i , � �_ - — , ; __�� I f I / X \\\ k\ '�' -1 - /' , � - / /// ", I I , ,,�� .�:: , \\\ \ IIIIIII I 11 NO / �: / v ,/ /� � , - - �' ////./ - � - - _- _- ":",-, - - ""/ //y I / , " / I � __ N \\ \\\\ \ \1 �, 'I -- , , - / , /� 11 � - -/-, I , �� _�. "_-;1.p1 - � � - �* = = - 11111111 I I / I / / 11 , - - - - _� ,."I, 'I - / , , 's; "W, , I 1:__1 . . -, I - �, -.:, I �--,:-, - __:__=i:_ �_�m�___.�_ f1111 ,;� 1;� �, I� " I -,, / - - I I I I I I I I III I I - - _.,,,,.�� ; ,\ �� , - " - - �, , / , ?��-� - - - I,--, ,�,, / //1 / I 1111/1 � " " _�- - -- _�, ,� \-%\ - \�v It % I - ,_ - / I / // � �":,� �, " � , I � " - ,,-- '\ 1011 � I I I I'll lilt 111 11 - � - X ,,;;/; - ',� - - , - - -,--, .�P/; , I � , , , 'o, �, - - - - Z�, - J/ / / , / / I �\\ ,\� Nvx 11 I .11 / ,�, , � -, _� ./ /\ j - / / v - __ __ -11 , -1 f , " / / - �, -�, - - \ ��; --, k, --:-- - - - --- :�, , I / ", / I I i f, / I I till I ; I/, / I I — " � �, �,' _::�\ I - Ao�, � ,:�.: ��' / / � 1: -_ - - .e - - , - - - 11 e � / j / ,,,e " -, , , - - -� \ \ \\ I \kkv I I / I [- J/ I /� )91� _1� -1 ;:�_::-_--:- , -� -�- ,- - , - - - -, \ / I I I I I I / ` 5 -;; . - \ \ I - - , III I I - (I -1� - � s;-_:- -�_�-�; �, -'�/ --' -,,-_ - --�' — �/ I I I / / I- / / // / / / I � - / , f �-;,?O��,/ - � - - ool - :� �:_,_ --- ,- -,,, `� --z-, 111,11111 ,e,: " / I ,� ,\\ \w�,\Mwvk - I , / /, / _x . ,�_- --::- / I I i / / / ,� I I I I I III," / / ,;;;,�, 0� / ,\\g�\ A441 tk� \_ I / I / \,- ,miz \, I I I I I I " / - ) / I I r / I / I .-.,' ) / - - - - -:f , - - -- -- X" -` 1�i _;:_ � - / / / I I / I, / ,.'\\� / / - , , - r(I �, .1 - � \\ ____ �e �� -_ -- -:� - - , � , / I // / /// // / I I // , -, ,:� �, \\\ \\\\ � \X I k �� \\% z / �, 1-1 - I I I \ — .,I- - �-_- - ;�, nill, 11 I ( f /,�, �/ I 1��, . X, - - - - , " �\ , � I / / f I I I ! / �, \� k / 7 N I fir � - .= - - �- -_ , --- , - - , / / ( I � " I, \ I i /// I I , '7 , �;, ;;�-_- -_- - � - " - , �f&^ I �::; - - N - 1_.� , - I - li, , A a , I , ill, / / /, __ . I " / I / / / \ i �\\\ �\ I I, � I � -, it, , \ \\\ � ii, I , I I t / , I '. v - ? I / k I - 1�; - .�� -1 11 // - 5; ----- �,*5-_:��` N I, / ,/ ", � - � I, *-,I \-, -, / / I � /1" // I �, ,/ / / / I / � .� I- �, - 1� , \x wol� I - � �, I \\\�W\ 1 I I ( k I I I ( I I I I -I' .., ) /. - 1, "//' V�� '��-4;�<Z- ,;- �-�,j - I 1 x 'i I , - , - - �, ��-_ j 11,111,1111" " / ,'/ -- - , - I -�� , ,-, ." " _- '\ Ifl I I / 11 11 - , I'll It \ , I INA :�v - � I? -� �, .- - - I , I , / I � / / / / / - - I I I : 11 �, 11 , 1� -, \ I . \ " ,� 1C,X `� , , , , -, \\\ I \ \ A V \ \, 0 -, \ ( N, I I I I I -- - - ,- __� ,I - - ,- A I 11 "p, z 1,�f , ,f, I - -_ � 1,%� 5-o;�!--__.�_ I/ \ / , 7, � ::: -,:;- - ' - /ifiIf /ill//,,///"/ _- ,- / ,- / I I/[ / -/ \ \\\ "N", I/ - " N \ , I / < , I ft , / . - - , __zz - ,kYa\ , , � \ Ni \ \ \ ,� *�� C �: - " �� I / /,/ " \� \ \\ N,,� / - / I / �, w xNk '�\\",%' - , , -1 I I 11% \ \\\,\ \ A\ V \� - - \ I. - , - , // " \ , 11 __�_, - /X �, , - I � I , - 707 -, , - -, - 1� 1/1 / / / / I / . I I / .-- -, ,- \,- \,v�\\'v' , , "' N '% N I - I / , , / /// " ,�. - / , - , - /, / �//// ,r,,�--- -k`�'� - I 11 " ", /I/ i /I IjI I I � I I I t / � f , \ \ - I A -_ : .-/ II I/ // // // � - - . N, / , N , \\ \ , \ %\\\ \ \ \ \ 71 Z�- --, ;",Z�; ;:Z z.: , � , I,- - / �,�,_ I � I I " - ", %, " , I / / \ �%\\ \) N, \ `�, , � , ,� � \'t \ i t I )l It I 11 ,_ 11 , -, \ ,,, - - le � . f - - ;11 `� - �, ,z- , / / / I �7�( .�;r / 11 11 1. 7z�_, � �--__� 11 ;_:: -_ I �, ,,�, ;,, - -.-,/ �,/.- , /, , , , '1/ / - �, __.,�, - � -1 \ '. - - .11 / I , I I I , I / / / - 1, I I I I \N \ � y1,,q%x -11� \ il - / . , .. , - - ,\\N� \, , - ,_,,\_ N �', _", \N, ,\ �� -,<�� -Z-�, f �,-I,�� N \ \ , ,\ 'N , �1, ( / 1.1, N, � � I I I /f _�F , . - - I / � -- - - .;- / / , �1/1/ I I - \ , - - I f -�-N 11 , I - - , - . / _-�_ ;y//_1 ` -, _x_- .:1, j" Ifyd/// � '/,',, �- - - —_ - / \ I I I / / / , - , ,\ " , \ ,,,I \ - I - \_ ,= = ,f ,,;, 1�/ If 1�. - ,//111? ! I 1, �j I // / / / / I / ,l \ I, 'I I f " \\\\\\\\\,I I 11 J�il,�z _""ek-z -: :,r!� - -, �,`I\ \\\\ 1, \ N, C A\,k,\�OWW N/F \ \ \ I I - / - , , - , - f I- - -=, - - -_ = ;:� / ,�, ,- ,--- -- -_ - - --- - I ,� `I / / / / - �, 11 \ \ I ', \1 � 1\1 k � - `��-'k _� n; ---_,7..z -- -� - \\ \ , I \ �\ %W � \' " \ \ \ I \ �/�/ / '/, I 3�� _ s :7 - N\ � -_ - 1� ,/ ,,'/ - , / - / ,�� I 1j/1 / , / / /, , ��11'_ \_1 I , BOBBY C, & I \ / , , - �, ,/ I //// / '/-�,/, ��,11 _�_ 11 - ,:: - -_ - , \ \ - �, )/1 ll'i / / % k , I I ', I I , / / / 1�1 i I \ \1 �� - f - I /Z I- - - -I, - \ __ , I I , \,��\11 _,�__ �__ - - - - �1_ - - � / /� 1�171�1 1\ ////" "ll , , I t ,\ _1\ \ � 1� - - � __1' . - -, - - - - �411 - - - _� j , e, / . - 11 , \ \\\\ I, I \ \ l t \ \ I- ,,/, f - ;.-1. //,,* \ \ ,- -:, - Z X. "/ -e,�- // , - =, � "__._,;�-� - -�'-� - , " I 1 l \",%*I% � � " -�-,_ �� -, - , �,- R \ \\ /// 7 � . - ::� - - - - - I- - � - '/ - �� ? ?/ I � r \ N / /1/ 1, I I I / / / / / / / g I / I , .�-�`Z� \ -, - =_ -z. �z , :��, - _ , ,iN\ ,� PIN 1619-93-8515 ' \ "I 6 1 - ,� ,,� - - ".1 'r / / // I / �,, - �/; ell � , 11 I 1% , 11 '\\ \ \ \,�A - \ \\ \ \ 11 - -_ - - __.�;; - :�--� , � �r,�"P�,/-//,'/ / , I,, / I / 1/1' I / / / / / - - \ \ \ I , I I I I - t 1 I � / / �, / - �, I \ v\\ \,`,��,��-�_7-- - " Z_ � <- -�, I, -Z--l-, \\,\ " , \ N \ / . - I _�, // // �� I I //,( ( ; \ I �� _� \ ,l \ i IN ii, � A� A, . \ / N - . f/ /' " / 1�1 IN - / k k I If / / � 11\ N, \ \\ '�\ I \ i' \\ \,\\\\� � MARGARET F. RAYNO \ "I " / \ �, . // //// I, // //� ///,, "I / / I , I 11 I \ \ I I , , , / / / 'N \ \ 1� ' � "\ k \ . , N ,, ,-) / - - _� -, I I / / I , I , I i I \ ", - - - � /// / / / / / / / I I \ \`N \ \ I :,,�o�- -- - -, ,,Z�, I�� "I , ,� �,, "- '\" -\\\\ \ ,,'�� - -_- � - I I e /�, - / // //// I / -/ / / / � / j I , I I <- -_,-,- -_� .:_ - --, N - I, \ -, �, 11//1 11 �, /" // " - - - - / - I I \ I I / \ 1% ii \\\ \,,-, , - _�- - " , \ " -,III,- Z- - , _,,-&�,��,'$,��,�'� DB 3882, PG 103 1 " \1� ,\ \' \ ,I � \ � 11�_,_ - / / / A / ,/ I/ - , �/,/ 1,11 i " j I� I I ,,� -_:,Z� . , - , N , 1, - , "' / / I 11 - - - . -� �_ I i - % �, " ,,, I\ \ % \ ,,,� "., -V �� \\Ns, \\,-z"',*,� ,�� , � \ � - - .1 11 - . �' , / / / I \ \ , \ \\\ \ \,I N% 'I, `�, z " _�� I -�, N,-','-- Z� � ,I " \ I, ,\\ \ , , � - - _�_11.11__ / 's / Ii VN , \ \ \ �, , _- -1, , ��_�:�N�_N�Ii7�,*��N,_ I-, - -N� I I , -\ , " � . : �- - ,::� ,�: - ,,I \_ �\ -, I, \ .�,, .� - , IN ", \\ � \' "" \ \\ I- \, � - " I, ,_ I -_ �,,-/ ", - . - I / __I \ , \ I- � `��: IN ", __ - - ,,,, I � � � :�� /I / j - - I, - - - I I / I I I , _,","�� ),, I \%,,, \- -"I ,:�� \' :\ \ I, I. -, - I. - . \ ) 'i \ / / /1 � , // I I I k i, " / I j I I / // , i � / I / / / / 11 / 11 \ \ \ \ \ k \ " I I I , I / I \ \ " I, , " - I, : - I �, / I \ � / 11 " ". _� -1 ( I / / I N/F I I 1 k I I � \ \ \ , �, / � , - �/ // li , k I I . I I I 1, ,_ ""N , - 11 ,:� - 1� \\ // __� / ) I I / ,/ /A 1, / ( - - - - - �, / / // / / / / / \ N \ ) \ i / h I I I I % %\ 0� I,I ,\ \ \ I_ z :Z� �Al, _z ---1,z, " , 1� / I z N 11 / / / ///11 k - //,, // 1, / / / i / I [I � I , I \ % ". \\% " \ I \ \ - Z'- �, , ,:Z,� ,�Z- -, - \ 1 � , S�_ ��K 1�\ � I r, --- - - I I f p le - i ilik 1, , ,�, / _', , 11 �, � , \ - - I I-) , 1;" '\- - ;� - \,-,\, ,�, \ I , � - ,__� - I I I , - I I NN, \\\ \ \ \\ ,� t, , 11 -�� " 7,,-, 'I \\ \ I\ \\ \ I \ I/ - - ,--,, %%' -11 _� .-- - Ir \ 1. II I 11 i -, , " \ 431-581 7 I \ \ \\ \ \ I, - - / / / , / / 1) % \ / " , _:� - N/F , , -, , -�' '- , \ \\ \\\ I I \ - - - -- - \ � 11 i ,\ \ ) \ - - - � 'BOBBY C, RAYNOR I J\� % \ -, - - -., ,,, / // // // / / I I � - ) z'��'-� BOBBY C. RAYNOR -_�� '� �'\j',)x )_ -',"\,\N\� -, , . / , , i I f I I \ / - k , , � I I I'l(Clk I � I �_ /I 11 11 PIN 1619 \ I, - - - - __ \ I / / / // / if / I, / I I \ \ l \ \ I' I N, � I / /Ijl,// � 1, , � \ \ \ ii \ � I � I \ , \\\ "t \ 1, \ � 0, ",_ - - �'__' - I - ,-'��-,'�, ,- -�� '-, \ � - , \ - - - - - 11 �:_ - _�, - - 'N - k , I, DB 3313, PG 289 � /// I / / _11", \ - k 11 I - - _,71- 1�1 ,I, '_ ,,.�,- "\ , ,�, �N ,% \ , \\ \ \ N I I ,� - , - - 11 \ � I I \ 1� - - - - - I,,,Z H N �� - :�,, - 1, I, I I,\ /,- - - ,�, - - � - -, " t I I / N , \ \ - - - I- � , � ....., "I ___ � I -, :�� ,� `� ,� \\ I" \ , , __ - - ._ - \ , __ \ I , f I, \ \ ,,\ \ , \ "'I. _ - - - _�_ , I J� � _1�1 \ 11� \ I I - _ - - -, - - , "' / - � \ I � , I I, I \\ .� / , �, ,�_ - - - " t / / , � i It \ \ , I , 1 I 1 \ ",\ \ \ / I, ( - - 11� � \ \\ , � I "N , \ / \ \ \ �, �, I / / I 1 1 i I __ � k l / I / � '.1 I � I i \ \ ./ I \ \ I 01 9-81-5817 \ I �_ - - . I , � /�� / \ \ N, \ � I I / , I , � I 'i,l \ ,,, " - - -- - I I � / � I \ I if , - - II - j \ � N �� _ , _� ,,�� -4 , -7 � _ - - -, - 11 1� \\ I I \ i I -,\ _ - - _ -'�� DB 3313, PG 289 _ � - _-�_ 1� - _ - - - � __ - i :��, wl, / I � , %, .� / � I, 1, 1, 50'NEUSE . / I I I ,,.- \ - \ � k )l/ Lbo I I j § I I 1 I \ \ \ -1 � 11 _ - �_ �� , ) \ `� 7� 4N - - I / / \ --\\� k / - - ,?"��D -I / / ) , I / \ \ "I - ,,� % 10( _�,- / / � I I 'I, - - - - , , -�E7 =� �;_, I, , k - /_ - - - - - � \ -1 I ", - _ -ZS - ,�f; - �-, j , -- - - \ I \ I, . . ..... ... __ I, �'?, 4 ) YEAR _k _ . \ N // / / I I I I � � / / \ `N k I I 11 \ -� \ ,;" I , 7 k % I � � - - \: _11� ,\ - _-o N /,-, / / / � � "', � \ II \ �, ) I - - , - - - ;�_ V-, - __ I - N N, , _.. - ��,-_,e"-- _��_ - _"�z - \- -I �/ 1� f \ % - - , 1� / ,/ j ,,, - �� - 1�:, - .. / � ) J1 � I I , - _ - - - - _ - __ -, ,_ N �, � � � �_ I v I- - � - � _,�_�_ - - " 7�, r I ,� - __ - - - - - - I, \ N, ___1 \ b - — - 1� 11 —0 - 1, '� �-F -,I-- , — — — — '�� 7 L49 - - �� - - ,� � I , - - f - - � I ,-. - - - - = --=- - -_ - __ c_� I - I I �/q, ,_�� BUFFER _�� 1� - - , Z= -- , " --- - - ,- ,�� ,// -/, Z,V t.� , ),-� I I - , IV lf� I , <1 - , - - - '�z I -, - -.7, 1 V '_ f I - I - . - - I - � - 7',_ - � , Q IN, I 4,t , I I IN - �_ — — - - - I %_ N. I . �� _� ` - -- - -- ,- - - I - - - ,< / '>7 DPLAIN _� m�_ D� _� .460, " I i � I I � \ \ 4 - \ / I - 27b- -_��-- �_ - ;/ / ,��,Z�, FLOO r �_ _L�) -1 `% - -_ \ / I I �z , \ I \N,f =� - - ,�;_, 5�_Ie-_, , S- ,� ,� , , I 1� I I � 11 - -, �, -"\:- I , ,I'I �, " .1 \ �k \ , - _---z,:" ..---T 7� I � �_/_, �� , I 11 � � I ) � ,,, 71 / /� � / I N - - NI,N,�, " --: � - �� - . " -1- ,,_,�7_, ,�, ,:z ---:,- 27�� - -_5� , _If=__� I -:" < - r ; N _� __ - - - - - 1� . - " "', <1 - , - - I " I, \ , -�/ .-, _...--��, �� =� , ,�, �� - _,�� I .�>__ ) I - - . � - - __ - - - , 1. N1_ 11 _�' ,/ , - , I,_ 1� - -- , - , / - �f' I I ". - , - - - " .. ........ I - - �-__Iel 11 - , � - - � 11 - . I . �_ I I I - , , , z ,.� ller�_ I ____ 17�1_" - " I _11"_%, 7t , �� i - -,:- ,/�, ,I -- 'I, - V ,��, I ��]k -, - " - , - - __�111 - - - , . - ,_ " I - - ;_ � 1_� . - 'A - - I _�_ , / � ,�t,�., , - ,7,\,�",N�,,��_ __�_:___��_, " � "I - ., � ,,, I uo V � , i I,/ I - - �� _-�P_ - 7 - 11 - �� -.�� - - - 1 6) I I 1: t - I- - " N\NT SO I'll 11�_ �7 wfi ag m I \ - I / ,�, " -1 \_ I \ U6 ..... . I I I - ,� y 'j, , , - - - �� 1.j�6, - , - . . " =�: - __x \ � -7 'I 49 4- --1�4-_- \ - �� L I � % I , '_ i - *.** I �T �_ \ I I, -" - N, I I Z-*,�'.*,*'.*,� . � 11 ,�, Y'V . � I � I ��_ - .�,� ,� _k �\ XN7 - � � � '. - 33 � C32 @ C27 - 1�, IN ( � ; � � ( ///1 ..-.V, .- W,*� , I _�_ ,:,,---: ��_*-, , - kn),_z_- , ...r- - __,zzz_ - :�L I _ I I I I � 9 .1 I i 'I i � \ I .;_�_Z� _/ I (qB ,(�� (�D �!, ',.\'- H 71 �, -ko il -all ( A N N .- . .�,�. I . . 11 �_ __ � _� t 'It - � I k-4) _1�1 ) ) I / � I . � - 1. I - I N \ I I � - - - �z _. ;�,_�i-*.-. - _ "tl � � ' ' . P __ i It I It \ ..�--,i�.m.--�T.%- 14 � ,=, 4, 4 1 "I I I I I ? lel, "/-";---_ - - k4 ,,� ..-. - - ' 4@8 ) zIf uz - - %\\ I I �1 D All, I \ / / / , / - - \ ,� I,/ _�__ I li-..,�-.-.. , Z, , # U7 I i I / - , \ �- , - , ,:� =_ =� I. --.-.-..o, __. __c_,____ - - .- \k I'd $1 11 r" I I I I I I I I / I/ / / ;;'_1_, 11 - 4��.�, "' I'--- , ' - W-* ZIU � �r_ . - - , k I - I- / � I 11 I ,--, -, ,- I - / I I 11 I ./I I _,_ - - � 'I" - - - we- - - i-.,, , IV , f I I" I- - , 11 , 11 k /it , I . \ N, / / / / � " - - f - �f� - ,;�� I __ — - - Z��___:� � - 71_::� , / \ _ I, j ..*'. , ��' I' � 1��_ I _� - �L —, / ,::�� ) - ,I / - _/ Ip'/// - - , lt'.*t�.,.. *.v ..'.9g�N% F - - �,, � - y :_j--=--t,_-z- , 11 �! / \ \ , e - � �.4, / z " ,-,- ----- �--Z�-�,W� I ,_ �,\,� , \ � ", - — ==�_ . , I __ 1� I � I . , -, - I I , / // Y I // ,� _�_ E -z �-�-�-� ,4-. wl I ' ' I U7 11 . - - - I 01-A � �, I- "I 1�11 �, � 11 / / / / � I I / / I ,/ / � -1 " I I I , `1� , , �, - _,, , / / I /I I , I I I f - _- �� . -, 4-.4 ." *'. ,I-- \\\ , V, /I U52 - _j — I - " , I . - " I I /. "'l, ) I / /" �, j , , " ,�.,_, j ,�\\, - I- , 1i - i I / � I I '�� I - ,_ _ -:",I � I I I I I / / / - I I I 11 -11 - - I I __ -1 ; __,� ; J/ /I t "', ,- "o, :�,� I - - I - ' --- - �7% 1 � I i , I , , 1-1�1 .1 - - - I I ", , / 'r (I �,; -, - - - -- -- ____1 -1 ** '-4!, 4 .* -*, *2.W. -' * - ... � - � I -4 � " \ I If 11 I / / - ,, .1 , , " .::- 177--- �7_ - /,o, ,,� -1 -Z- WETLANDS __ __ _ - - , �,\�� \\�'�� 'R.'N 1. /I , I ( I I , )U21 III 11 (11 � , I (�I�)4 i I \,:IN // I , 1�1 , :�: � - - - - - - ----�- ,:_-,,�� '_ ?D31V C94 rl. in'" - I � I-- � ::;,._. . - " / ,� �,� .1 .... ;_ �, - - , I = LL.�_z �__�,_� - Ir -7.P- - -, `�;j _��" I \,� I 11 1� I/ , / I ; Ili\\, 0 t ( " - - �c - cl* �.*.-'-*.;1.*. 53 46 - f / / / .11 - - I' / / 11 - � �� ,.I,- - ", / I J\ - -.�� - - a 8 al - - � / I I , j / ;", � � - -_ _', 'zz� 4( - / '1,5;� , - " - ;;;�, L - - - - w 2 1 - I All I j, / // / // / I'/ ,1/ ,,�-, :;;` -,- :;;�_ -. - --:,, - � / ,- - 'I, I \ it \ \ - --:,- -1 t U5 1 1 fj �1 1! 3) 1 III I I 1 Q�3 1 It I � - - -- t::-- , - I- - I - I / I / /, .1 �_1111 -�,�-�� It, \ \ ,i I --, , -- I - - , � \ ,1� - . - I - _� �c - �, 'j"i 120) q 1 1 �41 1 1 f I' / / / -'?� � � �, - -, /j , // *'-";, - ` I I I / �_ I INN , - , _ s ION' I - ., 5- // - zo I \1 @ .1.=..�_� - _) . �Q, f - _ \ � i / I , // / /, ,/ / //-. --- -_ ".;,,, - - , - � -- -�'�:, I— - 44 11 __ ,� \ - , / / ,- // / , -- - - v/ - " �-\,_ - . �gi - ,__�_ � I / I I / - - I __ - ,,� �\\� :!..� - " Z__11 < - . I _� 4y, / :1, . _-) k I 11 11 � I I I I "7 , // // // ;�, � �51 �1, .�-,�-, -,,�� ,::- __ - �... I,- �, . �__< � -4,', � ,,� -----I - 7� - I �_�::: IV 4 11 42 1 f ( I _= __ I '%� \ "I , ///,,�-:-7- �� , -, V I / , - - � , l 14 It �) I f. ��_ / I ,,, -_ -_ k _.., � / 'r I f� . - - - �- I _- - / // / 1� �_-, =--- '-,�,:-�Z�_i�� - . 'I ,_ / , - � I ; I ;,f . - . 11 151 k ,\' � I / I /j / 1 1 1 or v // , � .�;�,�::; ��,,_ *� \ I \ ,� - - �- / ,1/ If ,,�,� -=. /�, " - - - I',"- - ;zz :_ I 8 6 1 1 , � - I If// \ %�I - --�- -Z�__-- 4, I - -I �.. _j 11 �, �/,/ / - - _- - I - / 2 � A /---,\ ( " - __ I ,// // z I '/ /�,, -, I \ � .-�, �� - --- / / ;, / / I 'Al (�8 �2 '4 4 (An) -11 7 s - , !'_ ,;-- I 1 �1, - " I - ( , 5-, ;, 5�, � - �_ ) / - ,- --,- / I , , _ - - - / / / \,- - I ,��- �_ - - _,�_,��v - 1�11 , I ow ,� �,, \ " I 11, 141 I \ I / I / if, J / � v I ( � ,,.� -.,_ k , __��_ - .- 9-z:r 1� i - @ , ��, IV, ,,,, IIIIII . \ /9)_� t, \ � - / / \, , - - ,.��, -, �;� ---4;z �=:= ,,�=F--:,�� . I- - "< .\ .1 v I . , . I - =*�___zr_ I 1 i, -1.1 - f I � \ � /' Pz / I - - , V\ I I" r - __ - - -_�- , k - ( @ �, �1 �26 , 1 1 Q�) I L ... Q2 1 � \ lz,\ r / "(,- - � j t CI /1\�\\ 1\0, ,?? �o �, I- / I/ I /� 11 - , - - 'N-,-,:-- � __1 8 , , \ \ ,,I I 1 I 'f� U I I \ � ,/ /- �- - � 'ell,/ I/ // / ��, ;� �: = - - _- - _- - / .." / -_ _- --z- z-- - - " ---' "I i�)__ " � ,,;�N% - - - I % � \ -\- -\ L\ Xx �,\',' :�, - , --:, � I � I I I V, f. I 1 to) 1.� r - I \ 11 ) / I - ,_ - j I N \ -- - If - f , v I- - S,�, . I -, , �z - I � , , \ I I , " , � \ / ,- ,,, �, _%_ -, , 11 / / - I /I / - ,� \ \ / ', - _: t , % I - . � , ,,,',\ �,\\\7'� Q121)8 8 I IS6 \ ") I ,'I I �\'� \ I',,-,- N � / / ,- �-� " - __� - / _7-z -��---� - __ v,_-- ;� I_12� _� I - \ h 18) 1 It, �1 I / , , " - \4 //// I - - - 11 / \ 'I .��' I- -1 zz - . , I ,, -- ---n,-- "I I, �� ,Z� �_!__ �,Al � /" , \ - . i / ((�14)9) \ / / / , I- -, , - 13"�, � -4, -�Z- -- /, / I I I I � I I I I - - __ - __ , .1 \� / - - --7' 1 Nj /y __ - � �, - - ,/ - - _- -7- - �'�,Z' :_,Z�� __ \ I - I I I I -,�_ `�� -_-,::�, , / /,� , � ,_ - .... . __ __ , "I � , , "t � - " - I I I i I I " /w, X// / / Z -� , I - " - � I(, , V8 I - _:��_ \1 - "' " 1�1 , 11 1-;�-_ _�,- -.,� '�/ / / 1// " , ./' - - - - 11 ,�, ,,, '\ " -1 - - __,!�', �� 14'/ 1 4 1 - �\� � / 7 % � I I Ifli � 1, \ - , / � I /\ / / I I " "-I-- I I \1 v �� , -,, . -, , 4 /// / - - _,-ZI-_"z� __ 8 *� , / / / \ - y I , /�11111;_ I'll- �� ,,,r , / / �, - - �, - � "' "I ,_ - - , __E� _1z_ __��_ �___V_Nl "IN' �K -, � " I - f �, lI\ V)� \ _ - 11 I , � / // ��,�_ -,:.- \ - 0 \ - I � J /41-) �,/, / /, - - - - �, - -1 , 11 �__:- �, _z- _F zz-N�',K ; � - I 1,1 �__, I - - .1 - 'T . / " I I I / ��-, , " �/ -'s - - -- -- V/ / ,/ / / / x ,- / , - - .... � - _: - 'A� �\�11� _� , , , :j � SY .� -- - - - - " - __ :, � , � --t- - - _ti.&,�N ,�\ - / / ,o` , j / ii \ , ,/ ,// /, - - � , - .:,:�� " j t J � � , 'I , N, - , '_ a , I � , ) \X , 111z 1.1, I I- I rr t \\� I I I � ,,\ / I L46 / \ \ k N- I \',iil ii Ill 1// ,� / / - - - - - I, " / ,/ ,- -::� - *Z -,:, _- - - . - "I I �, - C�r I,//'' I T, -� / , , �, I - - ___ I I - �, - \_ 11 1&; I., \L:.o I'll I - - , ��,� - - / ,,- I I/ � (' v - -�o �,,�' � - , -, -, - - - -_ - - ,�F , -, I I / - _ 0- COR � ,:� �� - 'e, ,,I,,,- I I 'l, / A/ I I �, N, \ \ I � � - - , --- NQ - 14 - -1 __ ;�_ � I , I I , 11 , I,i,r :,,,- , I- - - - �-, -.- �, ,,� - - - - ,�� ,f , ,� �, - " 11 11 , ,_ I I I f - :, --- - -,� " I - - - - �, - , " ,\ 11 -�---k 7 - - V�_Y__� 'i - , - I / /' ,,, ,,,,, - - " - - - -1 I,- - � \\W_�,_ 7�1' 1 n - ___ ,� , " , �/ I I // I - _,�, / / // , ,:- z , I/ , " , ,--' , - , � - , . I 1 9 ,_ - �, _�- �� / / \ / � , I � ,,�/ - I I _� " - - , , - Z__'Z� v k / '- �, __ I / - Q \ " � I I - -, _�- _F -�, ,// / / _�� ,� � _r - I - - __ �/ R I ) I / / / / / / - f� - � "I � I % '� ,Ill" - ��11 I 11 ___ , -V-1 - �, / co - I - 1'� -1 , .�, / , I I 11 , , I / / / I ,_ - I 11 \ - l-,,\ %\, - - _ - � " %ma-_ , / / �, I , I 10 - - .1 11 � k ---- - - � �/ "" - �, / --,\', � 141_��_ I ��i , ,,, N I -, r SANITARY � / I I - - \ / - , ,4 -." ,� __ - � 30" - \ \ t ��, Z: ,�, - - ,- / I I �, � - / �\ , .1 SANITARY - \ \ I I i ""I I / /I I - - - _:,�� , / - - - - -�,-, ,,,�,NN,��,N _�, , k,\A��_ - t \ I" " , -, / 1 , I �rll / ,�7,'/ �/ ,<, - - \ \ / 1�1_ - - - - �, - - - - - �Z_ - - / / ;;111 - - - _N/F :�, ,�, `, , , __ I , --::_7,:t, 1 - 11 i 1 ifO'Nt -, � " d, N It , / / // � , ,5 / 1-11 , - ,_ - � , 135 I , /IN\ \ / ,� / I ) � I I w%&� , , :-x - - - "I I, " I - -, - - PIN 1629-00-3386 11 11 <, -I, - -,�� -,- - ,��-,� -�- - - 1�_T__ -t--- - " \\ I k e � \ e / I I I ,_ !SEWER I / i�t - � `, " " N ---, �, :�� .-F - -- - I / 1, I'll? I / / " / ,X ) I \ ,i /I �/" / / SHERRY FERGUSON, L I AL6 - I ,,-��-, \\ L I \1 5ir - " _Z�_ 1� !, 1, � ,- ,- ,-�,-, , I I 4t, I I - - - �, //// I Pqlp� / / I \ \ I / / / — ___ — I, - -"�, "' ,,��N- �Z�,�Z-%�-,,��-, -Zz - '_ -� . - - �_�� - , " ,� I I ( � ,� j l \ \ 1, � "I k � , - - - - - I � �_ , ,- '-- -,- �,,� \ N " \ \ \ I t — '. 11 N \ f -_ Z__Irl�� lz-_ - �,� 1 1 1 l I ( / / / " - ,/ I " -, -, ,,�, " V�� , I/ I 1-11 -1 _', 11 � _��, , ,� - - - - - / " _� - - , " `,<, - � I 'III \\-,-_' . 1-1 - I - I \� �, I� , - , , "': \ 1�, I� -, `_ I_z - � "I ,,, - �, 11 11 - . I - - � , I �" / 1 � / � - - - I `z 'c"', , 'NIZ-A. �NN\ 1_11� I - - �, �_ I, "I .v ,.>- - - 1� \ 1, \ \�, - - I , , , " �; ,x _�,:,Z -- -�-, -�k--� �k-,-� - - - 1,71 - - ,,,\\\k � - - ,\ N , , 11 I 1�1 \1 � \ ,\ ,"� �, \\ - / � �, j - , ,// " "' 1i � I , ,-- Z� -7-- 44K, / 1�� 2 , -, I\ \ L I S- --�_- -- - - :,t:�. ,� ,- " \ - - 1� N � - " 11 ,-*' - - I � - - - - - " �, �� 1�_Z"Izl -� 1��'S� I 1� ',��' ,,:- ,Z ,� - 1� %, N 1. - `� �, \ " 'I,, �. -c. �, �-:�, -,��)e \ \ \ 11 11 - I -, -,�// i I / - - - - - - � I , , --' �_,� - - _�__ 1�1, �1_ 1% lz� �- ,>', ,,� - - - _�_ �� \, 4, -, ,� -, \ \, % 11 \ .. 'N, � I - " j I 11 - � ... �� < 11 11"� , - I 11 I: . \ , - -, ,,,.,- :�: - - -z- -�,� -, \ I N , �\ , � le 11 � , '� -,,�- - -,--:, ��- 'N TD , A 0 �' V, / - - L37- � I ' 50'NEUSE " -- . I - , . - , I � , .. . N \ -, " / 11(i �, " I/ �/ I / t ( I / -11 - - -1 ,�, ,',,I �, -I' "IN, I -ARIAN ,.,� - ,*;- - i �, \ -1 - - �� ,\---" - - --�, ,*'-;��- ,\ ,,, I\ \ - 1-1 - 11 �_ I, 11 � 'f - I , ,/ I , ,,,, / j � , ,,, _""' 'u" r - ----- - - _7 , , n I / 1 1-il I'll I / � I -'I ____ �>�IkNl I _// - ,--,Z- , \ \ \ \\\, \ -, -, 5, / -1 — - - _ - - -Z, -,,�� , k 7 N ---7v- -07- ---- / - - -, -- � ,� — - -, �, II - -��_' -��, �- , , \ , I, - I .� - 11 � ", - :: � __ � "S" --,/ , .1 �,� , ,- �-_ - 11 UFF - - - - __ �, I 'I \ ,\ � , I I I I I I — 1 1 r - - I , ,�, ,�-:,t�- -�,z " , 1�_ I I - , 1_32. `' - --, .,-< �� I I - \ , - - - \ \/, I I , , \ -1 , - �, ��, _� 11 N, - - - - ��-- " � I- - / -, , / /h 1 I "" X-\ I /, ,/ 11 - - - - - -_ I I / -_ — - -, �� _� I�z N. I'll I " � %Z\ t - - " '� iEASEMENT / III I \ \ I u r h i , i / DB 1529, PG 00-E ( I -� \ \ , I N, � I I / j I I / / �, �? -:11 - 1� 4a.4, , IV ,�; �, RI - I -- I, \ ,:, . / \ - /�, /� .. ,,,,�, I / / I/ / .� _� 11 -�- - ,I �,�,,� ,- , B --ER 7'�-:2� ��,��,�,,� ,,-� —, --, - I- _,-�l -;z , �� ,�� - �� - ,1z, �, - � �� 44/7 -o, ,�,�� :/ o'il l " I � I I, - - 11 I �_ /I - I :�,z , ,�, , -,� - , , - - - - - \ � ,(.- ��_ `�e.,, ,'_�-, \ I I � - - - " ' _�$ , " - ---,- - , � ," I � - , " , , �_ - �, , :�,_ z _�-, --�, - ,�-, - — I N , - ,,, -, I f I - - ,:�,- , �, - -,z- -�,- ,,:, X � � //'� ,� _ \\",_-s�,�� :z _= — - -1. I , 1, <1 1� �_ - 2 - �� - I I I �, - _ - " 1�� ,/ /Ix j I/ � .1 , II �, ,�, 11 -�-' '-`� --z L92 �, - Z:��_'�/ .: / — - _�� __ � /�R 11�_��_ __ �z - I,", Z7 \\ , I / - � j I Ill., t I ( / / ,,,, - - - - - - I - - - - ,-., , - - _- - __ - - , I I I , � I, \, I. / I \ \ \ I, - __ I I li I I I I / � - .�* - - - . N ,�-'%N',Z''�ZI�-,,� � �� - \ I - - - - "UiV t -/-I-- - - ,,--- - - - - - :� - - _"�, ,�_-�Z� -_ -�-_�-�� - __ � - � "Ir - � \,�� __:--!�," _.�== - -�� ,,11 �� - - I, ,-,�� - ,� I - - / I, I, N " ,N�11 3z, , _: - . ___ ____ ,- - - >� I, I .,�� - - " - I I I I I - , - , - , - / / / / -/ - - - , \ 1 f - �, " / j - - - .�� - 'I� ,,, -, "Z - ",�� I_24- -,-_:-�-7__ -,f----7 -_�-�,�',�," -_ '-,�',_:_f�'9-7�§J-_27 -��_�� _ - - - � N - '1� I ,'��,\,-_ ,� I - - - � � \ - - - 11 1 / � � -_ - ,_ \', � - -,, -, \ \ - \ \ I f` ::� � , , I % ,�v \ - ,::� - - , . - _ '1� Z�� - /' - � �, �, , - - - - ;1, ,,�,NN : - 7z - - -�� I -,, , // ;;w ;�_;, ��- �6�_?O-z�,? - __�z ___ - _,�� __� ,-Z�F, ��-'_ :z -�,N __I_ 1W ,,�,N:�- - ,,�- Z-, I III - / \ \ -1. - - 11 - - ,, I - , \_ ,_ ��_�� _z_ - ';�� - -,- � .11 . - - I �,I, ,_ I I I � . I / / - \ ) I I � 11 \ \ I 1 i I I / 'r - - �, le I ,�, -,-�- - -,� \ - , _,Z---�, ___z -_z: _�_: �� -1 . � lz-� I , - �, � - - - - - -I �� -, '� "i. I _� tz -Z:-,!��, .�� N \ - It ,- - - - - - - - " .- \ - - �/ � � I . X \ \ \ I I I / /, .� ,-" .- / -,, - -�z ' *�N ' $k t�� '1�,;� ZZ, - - - - - 'r -�, " ,.,:�, 'a- -.r-- �-�_--_,Z� - --:E-7 --- -_-z - _Z�_ � \ � __�� ... = = �� _- -_-��, _-�� __ _-, _. - lz�_, --' � - I I k� - I--- 11 I If 1� � f 1__1\, I I - - - ^- - - N \\ N , \�, N,,,:� '� -:�- - N' I 't, ` I,- I, " `� I -','- - )II \ - — "' I \ \ \ I, " N- Iz �z ,z- '- ,N\ %,,� - ;�- -- - - - __ -,�,_ = -� -__�Zr:;E:= = =z' 11 \N - , ) \ I " � — / �, / / \ 'N � _=�� Z N/F No.��,)� - ,__ - __ - - I I N 11 1\� 1� - - - 7:�_ 1 - 11 I- - Z,,�, 'I, I \ �11*_.Iz_ __� 'l /' It I I.': :z - - � .- __ �_ _�_ �-- �� \ �, -_ -<_1 , - �� -, �, �_ �, . - - ::: .�;: � - _:::�� SHERRY FERGUSON, ET AI_Si��-�-___, \ — — __�, - - - - - -- � - - 11 \ I t \ \ \ \ I I I \ " \1 \ ,,,\ ,�,-, I , , , - '�� 4&17 ��, � I I I - "I _� --- - ._�aft_qn ,_ %, I_- - — — _�__ . Ill \ I I L 11 -1 - - <, � �-, - - - " z- ,- ,/- .11 k I I 1\ ___ - - / 11 / ,,- _,�, % \ `� , � I \I- , -.,:- , - %\ " � - I, ;, _ -�� -_ __ _ -7- , - ��'�,x \% I1111%M I - - - - " ", II N -_ -� --� PIN 1629-00-3386 - _- ,�, `� ,\ ,ij �� I - - � - - - - � \ \ \ N s ) I I - �1, f A\f� , -;W7 ) k /� �/ -�__- - - -�,_- -\ / I " .� 11 / - - - - \\ 1\1 ,�, - ,:::. -_,- I , N -- __ - ��- _ Ift- "; / ,, \ --\ I. - / __ �\ 11 I _: - - -:--- - = - :zz, *,�,, 50, NEUSE - `\N -, , \ , / /, // - � , , N, I I I I I I I - ,- / - - - - \ \,,'- " I- N�, I 1_:� \ Ill; ,;�_ -_� � / I- - - - - - -, \ I , _:_, \ I - — — ., / \ \ N, N I , // / I ) I I I , \ ( 11 �, ,,- ,,�,, = = -- - -Z:�. - �-- ,�/ - __ ,___ , -1 " , \ N I t , - - "f � , 1-1 - - - - - \ _�, - - - I I DB 1529, PG 00-E _�_ - - \ \ \ , k 1, ,_ ,,,Z�� _--, �:"�f ,�_:,S -Z RIPARIAN "' "�4 �, -- , I I 11 -Z-�� I = �_ 1 -7-:1 // I, - - - �r -:�F_ -=, ,= ,,\" , _."::__�', - 11 I X�l - 5: I I, '-- - , - - - - -, - - � / / / / / I / �, 11 / 11 - -,, I, , " -,N,f " I " -� -:-:'----�_ / I 1/1z /.1 //sll./ ,xz - - ,�7 = - � �� .. .... �_ zz� N:,-, -, -,% I ) / t,' - - - - -_ - -I ,,� - I I if \ / 1� I I I N - j // f /m I - I ,BUFFER " -:��- - IS- , - - � - \ \ I I /' � .� , ,<- -,-\- ) up I -__�-- - �� ':7- �� .'--- - --: ,-,N \N� /I,'1/,1'1j , - " ,;, /I � - - ,�,, , \�\ �l - , " ,- �-,;�; � , _ "z" ,= �* �, , "I, , , I'll - L45 --, -_ `- -,, 1, / / . - - �, \ N - Z , ,., " =� " , .1 o � �_ =-7z��Z��.f , -- I I I I / / / / / i I. 1-11, I " i- �' ,;� _� : - I/ // // I - , I k \ / I I *\ - I, " - \',I 'III t, - - -:�_ -��- - .�7 �� -�:E_,::�_- - I \'L% I %% I r - - ,�;_�-':_ - , , IN- , "I � - - - - _ - \ it - - .. �', -� N- ,I " �� " __ 7:z: �I 'I/ '/ I/ / /I 11 - " - 11 I, % , -s- -_ / ( f111 -,-� ,- -, '�'- �: :: '�, \ - "\,- \) , ,\'t - 11 ,�- -I, - __ - - , - - , , , \ , \ / - � --, \ ,� I // I\ ,% k, A � 1% - �N \ \ I I , '- 1� - \ , \ ,\ I I I' " �, �I I -, _tt� , , /// /// / /// I � - - - - ,\ I I- - 11 I j 11 " � \ I111�k"\\< Z�;__�=_ __ - ��-,---'-'&� X", -,'/, ,,,, 1. 1, , - - -- - , -�-� -,�I�, - ( kk"�, ,- - �-- - , \ N, - - NN � if I - - I , __ I I k �, . \ I 'I I ( ,,� ,7 - ---, - - � N,�, 'z' _,;� ;�; - __ - - - _\ \q\ \ P ,_ - ,_ ",;, , ,-1 - -,I W I, -,, ", - I , -_�-� I \ , ,//// i / , '�\, .- ,-"\ � \y/ ;� zz _,� Z:� � �, J.��, (I dil I,,,,/ / - - - - - - �, '_ - - - . -� - - ")i I I, \ - - ", I I 'I it It . I �I,- - \ �_::: _= I / ( ( I I \ / N _- - - �� - - .. - \ \ \--,, - - , - IN I \ - \ \ I I / / / / �, ", , - - _::� - 'A./'// I - I" I l I I "I " " <1 " - I/ I 'I 0 \\, -'- -,�, -_- _- - �:- = = -z- - ,�11 - I - , ill 11 A / "I kwv. ,�<_ - �";;_ - -_-, - �� -;�� , � " "Ilb / / //,/ / I - it, 1) Ill I N - - INN \;�/ - - \' - - - - ,�- ) I '-� -, - - - - - - - - ,I �, N \ ,% \ -- -z- 7z- -:z_-=- �-N\\'N , - t,' I ) k I., % � I 11 \ , ,_ - � X ,� 1�bl - I I 11 -_ - - I - -, \ \ ) I I __ - � -z- I, - � 3 r ,� 11� \ \ k I. i � / j , I \ - - - - - -, �� -;�', - - - \ xW", \ /IP , it 111,11 / I;f / t J, _' ( i, All , , I 1_� - - ,_ . :: '--�:_ - - - - -I ) I 1, , r "', \ - - - � /_ � , �_ \ \. ,f - I I 11 �% \ ,,�- � %-�:- -_ - - - - - 7- 1 - __ I. IN I I ( I // // I\- - \ \ \ I 11 It I I / / 1 ,( - - % __ - ,= � �� I' 1',2775 91 / I /I- // / __!��, " �- < � _:z _:-_ :��_ - _,�, 'I , — — - '\ '\ 1, I 1 r I ,\N,: X*�,z , - I N � �� -'- - -,,, --_ -,:- , \ '.2 11 41 i — - - I, I `h - , I -�Z7 ." N ) //)'/ �// / i- \ 11 I \ % ,� ", % � - - _ = A� K� ::�/ I ,;,I I Ill I It. , ,/ - , - - - � 11 I I ? '.., ,I- y , - - - ,,, \ \ , ) � I 11 'z",'zI,z� -�,�, ,- _,1 N - - - -, - "\\\ I I -1 , -, N\\"\,k -- \ , - _-_ - - - , I I �, - - - - - ,,,�, . I/ 4 1 , 1 I; Ilk it ., -1 , \ - -, I. -, - - - -Z - -:--- - - I 11 — - -, , , I I \ I \ \ I "I - , - \ � I I I I I l I I � it %- -/ - - __:1 � 11l 7� k _�_ - - := _:-_z- - - - � `- - -, - _ I j I I - 1� ,� li, 's I / / \I t, %, Z Z I lilt //1 I if I 1.�_ � :; I I - I ,;, , , % bUNEUSE N, I / - ,�,� _� -, - - , - - - - 11 i / I I , __ I, � , - - , --,z- " \ \ \ y - , '' \ - - - 7- _,� - - Z - Nll�l _� - - I / - I/ �, \ \\ \ \ I , ,��, -_ �_ ,-,, --�, - :-x� ", \�, , ,�, - --=- ,/ -7 , ,,��,,, . f/ '1/ / � "I I I I I " \ \ - - - - A I 1" I � 'I " // / WETLANDS Ix I/K \ -� -�, --- - Z. �- � I- 'I \ // I , I - i \ -, I- / t ': I �, 'ell, ,2- Z_ --:�,, - � -_ - z- 1� -1 f , I - — .- - - - - -� - '-', - - '. � , , , X\ 't`i\ , , I, & ,_ -�_ " __ �' , "\ I I I -N , ,,�, \\ ,�,\N \ I I I 411"11Y/ 'r /// / � _�� _�\,, _� ,- , - ,- ) /// _ " I", �, / I I f " ,,,, __ - _�_ " 1, ,/11 I � , RIPARIAN - _� � -Z- - -;- // , , , // / / ,/ _,�� _�_ .\'�� -; ,/ I - I k \ 11 . :-- � ./ 11 11 \ f \ I � - - - - _;� �- " " _;� - ,,- x�s w,\, ': , Ill't li I /// ifil I o�i,, , , '!;i , // , . k " - -'Z - ,_ ,- / / I �f-'a_ -IN \\\\ \ ( /I(/ �4/ I / " , — _ � - � / / 1'�� - k It 1, � " -- Z -;z ,:,' - �I - - - �� -,�_- -Z� - .:_,- - �- , , /// / �_ _�_ �_ --, N" 11 \ - - ,- ,� � 1--, N, I\ I / , f / el 1� /, � , V \ I / I "I -, X\ /I 11 \' bum -LK It, , L44 - - <_ - -- --_I;- - � - " � � � " -, - / / � X\\<- \ \\I k I ` � 11 \ / \ <_�, - - "' - - - ---, ,\, - N% "\N I I /� 1, 1/j I I) I,& �r' � I I .... . �\ - - _; �, , � 11 -_ - '\� - I _�_ __ , . /I l Ol - v � - --��--- ----z -z�- - , \,:- - 11 N I i i i // / ///// / / // le 11 �_: �111z_ I \ - �,_ - - - - --%, \ \ \ ( / I / I I i - - - - - �- - �� -�� ,�� ,----, - I, , -, I I- N\ \ -, j [Ili q � I - - - " 11 N� , I // X��I�� / \ \N\�,N\ t 'I- � I , I / /1, 'If ;111 /,�, _ 1/1 l,\"Tj/ - f �� N, � , � � -,zz� '\\, kdl ,,, ( I - - -_ \ I, I / / / / \1 \ / - "I "I I - , N", 11 I I I I I � I 1�1 - - I i _�_� - _�, - -I -, I -,:- - - � -,.,, - - :N, "", \ _\ � / / � " ,_ - - - - - /, ,- ,- - 1�, , � � - = ,z- -,,, �z T - ,� "� \ I 11 _ - 7'-,� ,\ -, �- , � \ N''I"I \' \',%' \ \ '\%it �,, -1 � I- "I \ / \ ��- -, , �N"A"\\\Y\ , "/ , 11 - I z I I __ - - - / , ,,\ I \ I �, 'I �, '_ -- > - - "" _\ r / -1 ,/ 11 1, / �z , -�� - �� , 'Itj f(ft % - _: - \ I'll I I - 7�� Z, -,\"\, k',,�\`'I, - -,:--,:-,-,, ,,, N \ %\�, - - ", - ,\ 'N,,N \1 \ ( I I �, - - -- - - , � I 11 I IIj'l�'jojIk\ I ,/ / " I / , " / - __ I , � --� , I I /// / / I / -, - - , I ) N �,\ ^ - I ; )__4 , :�� I � I � I I I / / - -, - - ::�, �,, , , , . I / f / / // 1� -- , 'N , - - ,z z. - - _,�� , I, \ j I - , - :: - - ,-�, -, , , \ , I I k \ \ , 'I I I l I I , -- , / , ki \ , \ I I I __ ) \ I . / — - � - - I �v , , l \ \ _(,�/ i , I 'e, - I, ��, __i_1�7 , �, X " " / / / I / / i I I " / 1, / �, - __ \'t ,IN - - ":-, , - � /,/ �,, � / A N, N I - �/ �� %,f �, - _-z' , I �, - . �\ I 1� \ I J, ,/ .1 .1 .11 11 , " I , - , - - I �/ " I ( / I / / - -.,��N , \ - - , z ,-1 -� ,-�/ - \ I \ '� / -z--= - ,�\ / � \ I \ / z /Z / / /" ,,, �, � � 11 - - I I / / f / / / , __ - - -_ �' \ -� - I , , , IV ", ', \\ I ", I I I , I I � V � i I k " -_ - - - , \ - / ,,, " / � �, �, - - - - / I I I I I I im I / __ - __11 __ - -- =,, -_ -�� - � I / �;- - - -_� "I ."\" " - -1\ �, ,',\\\ 'N� I , - I -z ,xz' -N\I�I k \:I.'I,,_ — . — -1 11 - 11 � _- ,� I �, 1i v Il - - __ __ _: __�� , t .� _�� ,,, .,,- � x I\\,"',\ X, � - - I \ - -,,, \ \ , \ I % k \ \ \ \ 'i \ \ 1i , � \\ N. I � - - - :- - -- -_:� ,�/ ,�- ,,;� , - �\ � \ \-, ylllj� IP k, I __ / ,,-, � ", I I t� �\o I ( / —7 _�_ =_ l 1�7 � - -,N &1- -I./ ,- ,Irl I \N� N� \N \,Z�`<' - , " ,/ �/ ,� / , ";/�/., j I it \ Q - 1% / I,- - _,.,-I� f I / � / ", ; ��_ iI J�I' \ - 11 .- ,- ,�, ,./ / / / I . ( , I I / / - - _ - �__ - - , , I I � �; � I — _= I t ti � "it I I \ � - �� i�,\-� \ 11 <� ,� - -- _�- - * - , " t, 1- ( 11 - �, - __�_ V Niv \ \ �� :� _- \ I k I \ I, Nt I � - - _�_ , X / / ; It I �,, TI j - - / I /( 'I � __ - x \\, 1\ - - �: ,7 �, ,'I \\ \\ N, \ \ \ \ r, � \ ; � I 11 V 1v ,� - �, �� - -z , -\ , - - - - , % 0 \ \ \ \ 1%\ v .,\\ \w o'll, I I , ,/ / "/ v - _7 _:_ �, I 1z I j / ,/ , ., - -I- N -\ %s -, , , \ '\ I-,' I- 11 I I I It I I I -- �, I 11 - - - , , I -, I , // , - 11 - & I- i, / I ( i, / / / /I // ,,,,, - . "I .� \ �N\ � IN , \x�,-,\-,:- ,- I, \ \ \ \ , \ \ \ \ k )l, \ - , '\ " -, \ , I, I - " �- ,�- \1 �\�\ � l,///`hll) I � � / _- I I I, � I ---,,-,\ \ _\ 11 \ , , , ,,, - - " - %� � \' \� I I � iI \ , t kk,l " I , / / ,/, z / ,/ , \ \ , - �,� - _:� "' \ / / ,/,- / - - �, kki r , I ) \`\,\\��,\\,\,\��- Z�- ��- Z -- - I -1 X--,\' \ "� \ I " Ill\ \ \ \ / /, r - � I ,-- - It, � I \, it / / / , - \ 11�1 \\ \.� -� \I, ,,- - , - - \ \ \\\ \'\ \ \ \ \ - � :, � ,,�/' // ,e ,� - 1\11 §VX - / � __ , / - I � N � � - I I )76 I " --�� __ .\ \\\\ 0 \, \\ - - , \ \\\ I i I I � , �, , �, " - __ - 'N I / .�- / I // � V \\\\\ \ , __ , , I \ � \\ \� \1� , - -� ,�- __� \ \ \ \ 0 \ \ 1� �, - -, ,,, \ \ r /I �_ 11 ,,, // " /,/ / / �_ \ , - ,�� , '//// / I // / I I , / ("/ / � -��'\' I / / , / " / / � 1� h k , I, \ \ I _�, 1� � %� -1 \ , ,%, \� N \ v " \v, �� I f. // . I U', , I/ ir / N \� I" - __ -1 , - - - - - \ \ \, \ \ \ I --- N \ -\ -, \ % I I I , /I / " / , , , , �- I I I I/ I e� 11� ,,- _, ,,, , I I i I - -- 71: \ \ I , A\ \ �� , ,,,,�, " , - , � , " I ,hif / // /";: ,� I , \ ill, \ \ \ <\ \�\ 1�1 I . � .- 1\ � , 'z, - I 11 11 �, � � ",,, / "I I / " // I I -v, o \ "I ��\�,\\\ I, \\\ - - \,, �,\ � - / " - 1� I I / - N ,-- ,Z� �� , I, �_ \ \ \ \\ I / Z / // / 'k \, I %, , ,,, - -1 , I //// � / / --"', �,,^ " , ,`,,�,, / / �, I - - __ - � ,,, - ", -, 11, // / I \ � " " I\N " I � I I- ��\"\" \ � \�'," - - , \ I \, - - N \ , , - - - I � N� N - � " \ k I - " - 'I, �//// �/ / / ,/ (i 'L42, 11 klN i, I I k , k i, I ( I I / 1 , " - \ \ I, \" N \ \ % , \ " \ I x \ x \ , - - 'I 'I, " - I/ " " / w\ �,NV , - // \ \ \ I ( I I I I , I N \ \ I - , � ,� -, -I N , - I � -1 - 0 \ 0 \ , , . �� - _�_ " , 1, I, N \ \ \ � �,- �, / / , \% Nv " / -, ",, / k I I i I \ N I \\,,"'Z��I� )) --�, ,-",:� - \\KN�,,,r I \ NI, \ � - - \ v, \ \ ', - - , I N \ I \ k // 1� - \1 - \ \ \\ I- � \ - , '\ � \% 11 - "// / v ,'\ , N _��__ __ ,,�, " , I ", 11 - 1, II < -I-_ \ \ \ \\ " \ I,, I, -, \ \ \ \ \ \ \ I I / \ \ \ \ �, /// / 0 k � "I "I ,� � I .� / \N \ � t, \ \ \ � , \ ,\ I If! 1 1 " - - - - - - / t \ \ \ I N - "I \ \ \ I , t. \�,, \ -, %,, I \\ " N, \ \ , \ I I �- - _ - - - " Iz, II 11 I 1-:� _,�11�kl \ -, � \ � - ) " ,Z�7' �:-, , /// / / / �- -, ? I \ A \ ,�, I, `1 - - - \ I X 1� �- ,', "I ,:;_�_ , _� \\ I ---I- -, \ \ \ \ \\ - - I � I'll - ,/il / , , " \\- I 11, \ I I "I I - - - - - 11\�\\\ I _ 11 \ �,,�\ �\�\� \ , , , ", �_ � � I, \ \ I / N i I I , 1� 01k,�,-�- �� \ lll\ \ \ 1\ k \ I ,/ , , ,/ / / / -� A \,,-�"\�� , " I, I k - - .>�, I \ \ 11 - - - k lk� I/ I I `I. \,�\ ,�� ,.� \ \ \ I I 1, � , '/ I __� / \ \ \ \ 11, — -�-*-' - - :-�, , -_ ,i I I(,!, " " "��-,,,\ ", \ \ \ \ �, - ,-�� , \ \ \ � I, \ \ IN \ % \\ I I / ,( / / 'N - � / - I \ � :�,, -, \ \ \ \ \\ si 1\ , Ni \ I I ,,, , � I I f ._� // / / -, ,,� - --- I, \ \ " 11 — 27�_ - - - / , . . ,-I I, - - - ',,,,4��- - �, I ... "I __ I:- I I, \ \\\ I t ( i I // 1� , - ., I ... 1 1 \ " N",\ ,I 1�, " I f \ ", ;zz�:- -,:,- ,�_ / I � / \ \ 11 — , , - ) , — �, , - -�, \ \ \ K \ - --- __ - ", � , , \ t _-'a I - I, ,\, ,�, " '- \ ,.,- - _ - I \ \ - - - - -, - - - — !�' , , ,- '- - I p Ilp , , I // I/ I 1111 I _�� _" ", , , -,\ \ k \ Z� , N I \, t ( ""I I/ \ \ , \ � \ l I ) \ k I I I It I t 1 1 ; / / ,,�, � ." ,,,,� -1, 1; 2 , 11�?� I \\\ I f `1 \ --�N'\-� , ",// � t I, , 1;11�1 .11 _1� I _ - - - .- I *-� I It it! ii - :- ,�� , " / ,�� , 1z, �, \ 11 �' I I f , / , \3N It , �� \ k � % I / , - � ,,, I 1, I \�!\ \ �, ��: -I, ,\, --\ I, ,�-,-,-,- \ N ,/ - - � / , , I I I - �'O'W' \ \ �� ,,�- , / ,,"-" ,z ��,��: z , -� - - - -�/ \\ ,�, - -, I � I 11 /.� "�,� - :_ - ,�, - 1�/ /1 \ \ - - - - - " � _,_ - I \ � , 11 - it It , ,�' " \ , I, \ \ I \k k N, , � T , - :- !��15�--_ / / _') - 1, -:-- — I "� / , - - ,z- "i\1 / P If// "/// 01 / \ " I , '- - - _,-�%, ,�, -, __ _- -- - - 'N, , I I - N, - _ - " ,� , -1 ,� �, � _'_`Zllv�� \ ,\ N / , /,/ I i , i'I'M - ,�j / / - 11 - -� \' N, \ \ \- \ ,\\\ \\ \ I I f / - � - - " - - %I, , , "A -�7 ,I �1/117` -, - - ,/ /. I " I _::� , \ %N I :�N `- "Z I, - � - - - - , I, - k, \�' � \ ,\ I �`\ I\ \, \ �_ -�, , Z,,�- ;�, -_ --J- , ,,�, - \ I it T I , � � � - � - ,/ , � � I , ,,-v /it 't ., /z // / � _��\MM \ " , - / I " ,,"� Z - ,�� \ \1 \ � k, , N, \ \ I, f 1 I I I \ I \1 N, \ \ \ li I I I , " <' / / / � ,� � ,-.:7 -_ �-- ---.=, 'N' \ z - \ \ I \ N, \ \ ii \ , " "�� "'�, ,:� / / I - , N \ %\\ ( \ - \ - \ % I i , � �, ;, _-, _�_ " � ,\\\ I I I ", k, ,//' X .- " \ \ ,,�. -I, X \\ , \ � - - I, - - - -, - , � - - I'll . �/ 1'-,, - - -N� --,- - � ///, / -1 - \ \\ �-,,� ,\Z ,,>\�, %�, -_ - - -_ - - - _. - - - , ,-- \ \, I - - \ 11 - - - ,,, � .1 � I5' , - � \ \ � I I / "I't // / , __ I, -I \ :: 'Z- _� �� \ \\%- "Z �:- :, I � ; \k t k 1 \ - N, . "I N N, k k it \ I I , 1 , �� I / � , I, . 1" l " - 1// " /�/ , � I t I I I I , I I _::� 'I ,I \ \1 \ 11) / I ) k \ - � 11 I'll- -1 ___ -1 .-'� 11 �' - - - "11'�� ,� I � ? /// ,,, I - " - �, �, I- - - � I I I / / // 11 / / / /I It! I ,�- -I " - - - __ . \ \ \ ,,S*-,-,-- - `,`,� N �\ \ ,\", I I i I I - - - I / k I I \ I I , \ \\ I_ - " �, N, N it �%� - - %,�, ,�- --/ / , I NA \ \ r 4/ 1 I / , -�� A,, 't " 111 � ,- � ^�, - __ - ,-. , 11 \ , - - �_ "'� _: I - - - - -""\\\ - - - -, - - -- --- -, - , \ \ , �, 1, " -, \ I 11 N/F N/F 1"N , , /� ." --�- - 1 --:,- - -- -V j N \ \ \ % ,11 // ,� - - - 11 ' -, - \ \ \-, ,I , - �, \�,\\\ , \ \,\ , \ ,i ,\ I 1 N, \ k /1 - _,'Z� - - - - - - - - - - �,,, -�,.,O'�, - It -, \ x \ ,,� -.z,,- ,Z ,,�, \\\\ " ,\,�, \\ \ , .;, , - , _� IN , - -, I- \ - ,/ .", " ,� �, ,_ - - - , I. - � / I - - _ -_ ,:�� I , - �,.Z�,`Il \ \ _1/ - - - --, - - - - - - �_ I " �� .:z - ,-:� -,,�-\, \� \\ " X ., , ,_ - � N 'N, " \ 11 \ __ //�, " ".1 " " �, - __ _% �\\ \N \ '\ \\\\\\\ N, k k ( / ,,� �, I \ \ ,-�, - - / I / / " - - - " , - "\��\ � - I / - - - - - '\ -'I, -, �, --�,-, - - Z� , k , , .=� , f � I \ �\ \kk , _� _� "**' �, , � 'lit III k 11, 1/'1%7 1',:--�' //// // DOAN S. BRYAN /� - - , , \ kw, ��:� : " ,�� " , - \ . 'Is ) \ \ i \ , ,\o \ I % \ I I \ I I Ill I I . - , , \ ,�, - - - \ \ \ ,�, --: , �, , I'l �, , \ N / k , \\�k ,-Z��-zr -:�- _`�� I 11 - I, - / -, le I 111 'I 'l \ / , �_ \ I, \ \ -, �, , -,�, I. '. 1� \ -, I It \ \ ,,,z .1 ___ ,:1 -, PIN 1 '�'� 1, I I ., ,- I, �_- - - //// / PIN 1629-12-3672 1'�' \\ ,,, N,- , till // - - ,� I, N j I, �N \ x \\\ � - I / / I I I k , _�: -7 - "// I ,,- �_ _, I \ �, N "I "", \ \ ,I ,\ -, \\ \ \ "I\ \ k "N \ il,\ , ,:, , JAME R.BRYAN "\ \ � ",\"4i ' III/ 11 \ / /I,, j I // // " 1� - - Z\ % I I - \ \ \ 1, �, \,'\ %jil // /, \ \ " � - " -, Nl�l � �\ -, IN \ \ \ \ \ I I k, \ , \1111, it, ,/ �\\\ f / / / - \\ I/Idw-�_ I/ - __ . � \ 1, \�\ -"*, \ - N -, -, I \ k 29-11-4632 ,:� �"' Z'/ ' % . I I I I / / " -_ -_ -""�" --" -I: - - \,% \ \ , 1, - _j I - - - / - - - � ;�'/--_�, -, \, \ \ \ -, , , ,\\ \ -\ k I � -, ,- , - - - I I III \(( ,tf � , --- �_ , / � \ \" 11 / / -, I, �� = oz.'�,% 1�\\V' I I " -, -z \ \ \ �, -_ -_ - - - - - - - - 'I-- - - �, ,,, , , - - - - - N , I "' v -� I �\ - , \ , \A - , - - , I%, \ " " ,\\ I I %" ;��z y, � I I -, ,- ,- _� / , �, � , ,,, I k N \ \ �, 1\ , " .-" �, I - - - " - , PG 4421 " "' -11�\ k / I , - I'- - , , 0 N, \% \ I I / /" - - - - " \\\ / /.- - - - -, \1 �, - -- I �, / - - __, '' " �, �,_ ,,- - - N t. I % I 11 "I �, \ \ � - - - - ", \\\ N �\N, � x x \\ \ \\\\ \ \ x N, N, I ,/ -� - - - - I I \ -\k \ " - " I _:_!_:,�%Z� ,:�_ -_ _� , I t I / ,,I �, - - _ - ,-- - ---,,�-, ,,�- \ \ " \ , K I / - __ N '\'\ I \ \\\ \N \ SK I f 'e, - - - _ - \ \ 4, _� _ - - , -,,i I " \ I - - , �- ,� " , T - - - - " , ��_,\ -, , �-, � , I - 7 - , //- - \'%, \,\\ � ,\ \\ \�, \ \ , , � \\ �\l I � " I " -�, _� I / - _� -7- , . I __1 I *� I, `\ \ I I, 1 1 �- - , ,� , \ - <\NN 1 I // - - --:-, � -�:, , ,\ _/ I j ) ,-1 _�\ \ ,\, \ \ 11 ,� , v , & �K - �'/ / \-,\\.\ - , \ "I \ � I I / - , I \ , \� Il f// \� %, ,- - - - I - , -,< , \ / 4� "riV` // DB 89 , " "� � , ,- // // / 11 -� - , � �j ml�,l v I , �-, - -// / IN\ III I ,� - -:� / I \ / / / , N \ \ 1\� \ ,��, " N, ,�, \ I \, \ I \ \ *11 .Z:��,, ":=; � \\\ N / �\ - - ,- - - - --.Z: � N ,:t \ � , " \ \,\ 11 � N"': - I , ,_ f /;, e �4/ iP N " / / I - - - - -\\ \ I % \\ ,� I , I, \. \ \ \ - - -, -1 ,,- 'e, ., - � - - __ I \ I I I : I I I k.- __� _=- ", ,,, - � �, N, N, it \ - - - Mll fill I �_ 0,4 / I, - - x - ./ / / - - �, -%" - - - - - -:-- - - \ -- " �, " - , r---�- --�—_ _ - I, III \\\� \\ \\ \� \\\ \� -, '_� , I I - , , `- -, - I, I 11� - __:__.:,� 11 / , , 11 I, . - - I - / - -_ , - \ N, \ " - - I 11 '\ -, \�\ \\ \ \\ , \ \, -, I . - - - ,- ,,- �- , -_� - -_� — --, " \ \ N I I I kii, - - - - _1\ , // - t / - - \\\\\\\\`t � \"\\,\\ \\ \\ \� k I ( , / __ / " " — — / // �- " .� ., =_ -:-= _f`�_-Z�: - - .- _- -'-- --�: - - - - � � \ \1A 711 � , / / / — ,_ \ I \\ k r � I- / .1 NiN \1 I \\ - \ \ __r — \�o / \ \ , ,- � \ �\j I / - " , - N -1 - ,,4� I, , \\�\ \ \\ \ x x \- \\\\\ \ ,- \ I \ , , , , �,,'�� , \ , ,\ \ I 'I L - � �x / - , ... \ / - - *5'-- --:-7f- -::- -- -�- - ) I I ) -, \ ,\ \\ *_�_ - .- 11 \1 � I �\ " ,\\\ / I / " "', �- �_ .Z -Z _�� - ki k, I I , /,/, \\ k I \ - .11, \ \ -:: -, A .11 N 11 ,Z�� \ - \ "I � I \ \NS�,\`y - ,- - E-.::-- - __ " I . I \ \ \ \ \ �N __Z� :1111111, I - - I- ", ,e - - "': 'k, - _� = :: �'_ , � \ - 1-1 I\ \ i kill - — I , I \ ,� -\ \\ \\\\\ \ \ \ \ IN \ it � -,,e / � � - I 11�1 I ,N\ \\ �I , , - I , , \ \ /,, - , 1, --- --, -�\' , I .�\\\ ) I / / / / 1� .- I- - % .4' - � -% � I I / - - -_1 --- - - '\ "', A \ \v, , _�-__- ! - - t1liv jll;,e- - - %%�, - - " \ N'N / / 11 " " / ",/ " 1'�� '* \,,� \ x I, - -, \ \ , \ "' / ,� - - , \ - � - � , ) __ - :_ � , \ N, \ \ �\ \\� -, , , -,,-,, .- "., jl/ NiN, 0 \\\\ ,_ — V k / � ,\ \ IN \, ,/ r j / -_ -:- -_ -_ 7:--- - - ,-� Y, '' ,-f , I \ \ \ I 11, - - - - I ,Ili - - , r .- - -I - �,, \\ \\ % I / / " _-z" I \ \\\ , � \ I x 'k :� �:! �� - N VIIII, , / , - - - N, N \,\ I— ,� , \\\ , \ I " / .11 / � - - ��_ -:: 7� ----' - I \.% \ I - - - - - '� - -== _� "I if '\\&\- , I I( / / " *,, -1 / �_ - / 3:�H_: \-\I,---- `:_ _::-\ , % 1\ \"I _;_51 - ,� _,�z �z 'I " ) ) /, -, _� / �, — \�Jljj I \ - - - ,\ \ , -- - - -,,,�, -,,-�- / x ��I,\ " 'A '\,,� / �, 11 11 , - \"' \ " / 1'/1 .. �, - - - ". \,:\, Of _� - ,- �- ,- ,_ \ - - �,, , i 1111 I I / 11 �, - //1 ,I, ,I . 11 \ -�,- - -, , I �, \\\ \\ \ ,- , -,, -�\\\\ \ \ N, \ I I N, / _,�, "\ ",\ ,- i "I / / / " -,-, �,- - -7�� - - =-`�� -, I \ I % \ I I I I / , - - , I, I, '\ I I \ - -, -, I I/// �1 / wfi/ , ::- :� Z� �z - - - - - - 1\ \ __7 -�%\"<l I v 1. I ,'- / ///,, - �, ,� - - , "I - /I �\ \\ \\Iki " \1 \,\ I %% ) � \ , , "' I ,-, / / /Z ." - , - =f- \ ��, " , \ -, , ) I ( / 1, .� /, ,� \ \ , I \,\ \ tt I \ I "It'1111,\ //� \�mz \,-%zR "I / / / // .� . � �-�-_ - - , ) \ , �, \ .\\ \ ti� \ � I li�A%, k :_ - - �, � k \ N - , - - - // / ___ __ -z-z�-i-�:�i��f�-,��--�z--.��-:,- I -I \ \ , i I 1, , ') \\ /, \ I � 0 /v - ,� ,-, � - � , - �� I - \I , ", ,� �,:�,", 0 � I V k I I x I / /// -7_� ��-_-Z��:iL� -=-:�- -- - - " \ ') I " N- ,,,\ �,\ N, \ \ \\ , I /,;,// / " I, It it I I 11 if I / /,/ - m 'j, \\\\-', I��--,\ \\\N\I1 "t, ,,,- - \ , - I I, I/ 1, ,,.,., �, �, -1 k ,,, - . A�/, I - - - - . ... - - -I -�, x , N111 \ N � % ,\ - � %J�j _� I / ', - - � / - �;_ __ - - / / / / k - - , ,// I I/ ,-- --- - - - \ % f fill / '-, \ \ N � I , 1114k P"", " � � .1 \ �\\� ,/ "', ,I -,, - - - - ,- / / // / x - -_ --_-_-_-_-_\:_z -_ - --:- - - ,--- I I \ N I \ I, N )i I \ , ) / //' I " . i \ \,\ \ \ I \ - :� \;�]<��'% \\\\( / I / , / / /// // - � - - - - - N \ I I \i i t ///if,//,// / / I - __ '\ ,/' ?I - - "I A , - __�-_:-�_:, \� t I I f - -1 - - , , " - - - ; �\ )"", _/_ - ; Nk�"\,\\,�, I.,.;- , 'I , ,_�-- __ . x '\\ I , N, ,� �� 11 'r I., / \`N ,�, , I �, �1, i � \, . � � - \�_�__'� z I �, �)", I ;eI ,,� - "' I 11 I,- I- - - ,�_,,_, , v, I .- I - I - - - __�_- - - - _- - Z. -:- - - I k I ii, 11, 1// If , -:�, - , - -, \\1l9Ps\ _ - N) I I ,f ""� 1 / - I W, \\ \- \ \ \ ar � ///// w � /I - - � " ,�: - 'N N \\ / \ \ , I - - "I - - ___ _- �-,� - - - / �, //// ,- - - - - - - -- I pI // I �, - I , l ., 111e//",�, - \ N._ , `�, \ � , k \\\ � 'iv It IQ t`t\� I, , \ � - " - , " � - - I \ . \ - � - / ,,, Z - - _�,� I / fe f I I z / - - - \1 , " \ k \�, -. - - - /,//I 11 / Z-� 17,4;, - N \ k \ \ � - - - �, 1�� // , // // / � , ,� "N I " � IN \%. \, i, ____ // - - - - - \' __ - - All , 7r�_� " �111_ 1%, 11 -, N 0 \ i �� \ \ -'\ "I - 1� �f 1� / ,� 1�11,�, --:: ', \ I �, I / �, c ` �\ , I,, I IN\'A\\ k \ \ k k IN I 11�1, I- - - / / /,, 'I,- , , - ____ - - - - - - - t � j v Nt`�i ,,, ,- - \\ \ \ I 0� , , )111 I / � - . 11 I/ / / / " _-� - �� _\ �::� - - - _.�_, , , ",\ N I \ - _-, �/ 400111 - `1 k" / v �, - � tIt I \ , I k 11 \\ 1, I , it l ,/ /// / - - �__ :� ,� 1� - - - 1/1 N I I \\'% N \ I ", l I I //// - / (r2 / / - __ - "I / /, I /I/ / //'/ - - \� I , \1 �, _`�� \ - __ _� - , - �- --' / / / ��- , 11, - ,-Zl _:,:. I � - � ), -� Ili )I,' I � \ N, / ,� , , �\\t, \\ \� \ \ I el �, , __ ''I \\1 I, \ li,� - - - 11 k , - , , 11 N, N, : - , ) I l / N, __ I __ , , 11 k - - -\ 'kjl � - - \ %,\\� \ \ \ , I \ \\\ \ // ( \ "I /';fji,, / Ofk ,� / / / - - � . \ %�j \ \ I, , :: - �� -I, lA\X\, ,- " " , " // / ., , � ,/ ,- ---I ,-,, .-, -_- - - , // " " \ "', \' \1 I I I I I N, I I \ \ , __ , , i "I jj;t III I - i I, ,,/ /,� \ \\ .1 c "- , \ \ \ \ 1� - - _- ,�- �, ,,, 11 I ", / � 17� . - - , , I j / !,� // - I VI, I �ll ,�,' � \ \ , Z I -:� �� , j / " / /Z- "/ ") , I , , - I �)11 I "� k� % ti, - , I / � \ it : " I; V11 III I - 11 -,.:- I, \, I -11 1� s- - , -- - � - 11 , � I I., / / - - - - _ - - - - -� , \ \ - N _1� . ./ /fl/w/ / z .- - - - - \ , \ I \ , , I \ � rT _ \: IN, \" ,,\\� \' \ " 1 1 " , %, ,li af // - __ - - - - - __ I 11 I- ,I \\ t �1 ,�, " � � / - - \ \,,� \\N�','� _ ,,, N, %T, m %�11 - I,\ I, - - 11 / I / , / - - - - I I, / / t , - , "-//,- - /, � � - - - I I '? " ;, _1// , - - - _ - - - " �, I, N. I I ,,� f I Ill / I .� /,I// , /, -,� \\ \� , \\\,A %,% % _-, I,, -�,'Z�,%N ,% ,',�, I'-, --, \ \ I,- - �, " ,,,�,�, I " , ,/// I ,/,, .--' I "�� ,� - - - � ": - , �, l I ) \ \ ,,, I, %, - - - IT, - " - \ "' ", - - I P// ',,,- J � , /, \\\\ \\ - \\ \ ; - �\Z� . ./I - - � \ Ok 0 � , / , 9 - I \ \1 I \ \ I �, - - - - 1� ", .� , / / /� - // - - I ,� j , t, �\ ,/ \, - - - 11 /// , \ I , �,_ , \ �, - - ,�, - ", " , / / ,/ - -�s�_,�- - - 'I t i ,�' I I // / / ,.' �/ I I I . " ", , /I - / / / / - �_ III, �z/z 7/ - N \ - � 11 ,� I , � " " " �, /, / _� I-" 1z I �1, 11 - - - - - __ _-,��Z_:i"_ - - _Z�_, \\\ Ij 11 1/1 z __ / __ - - - - / / - � - - \ \ i \ \ _�, / / - � \\\', -�-, ��, V �\<\" �, �, ,� --:-:�Z�� _- - _,__-�_- -,,I 1 ) � 0\V' " \, I It I / / , -, t � I 7- , - 11 - Z \ _ ( / / \ �,'*' \\' ,Ili �_, .,\, \ 1, I, - \ \ o \ A k � I / - , - � / /,/ ,� z - _Z� ,i\ "il I / \ ,,,, \I� - _� O'l 11 I // \� \ , \ �% \ i _� \ \ I � N � ,,, -, N 1\ - - - �/ / / Z / , - ,/ / �, j /; I'll e / " ,�, , _. - - - - �, %1, \ I \ ,\X,� I , , \\\ " \ \, �_ - ,/ � / I ,� � --7-, --z If 1, /,�/ / -_ - ,- � , / � \ �\�-, , - ',�� -,,--� 1��\\ " , � � - " , " 'I I-- - - ,% `� a I /// �-�, - ,, - -, - \"\, " % , ,yW 1. I I � , \ll 11 A�, ,&/, \ I � I 0 - I I I � � - - _-Z--��__--z-_-� -=,,- ,�,�,-, , I , , I I) I'l , I I � .. � - 1, ! V, I%, % 1, , i - _:_ , -0 - ,�,, �� I\ . ,\ , , -�, . , \ , \ , \ , I f, -, - - " / // /, " "'�"/ / / / \ / I \ 1�\ 1\1:"17 \� �\ \� ,// I/ I/ I N VI 0 \, 'I , 1, p, / - - \ \ - j � \ v, ,- � ,�. , '-,.'-, -,-,��,, , i I , f , / / . / / /, - - , ,\\'i / it 1� -1 � 1. I , � � ,\ - �" I - - , � \ -,\ \�, i 11 - \ I i // I \ �, �- N, 1� I 11 11 I �X\ 4) 41 0 CL - a 3.1 -c! V) z 0 1-- 0 z 0 L) 0 z F_ Lf) x Ld 14- I -6 N V) 41) V) 0 -I, 4) 4) _c V) "I 0 �:: 0 1-11 _y. L_ a IL * _.? a 0 1 4) :5 a) m 3. 0) L SITE DATA TOTAL SITE AREA 97.95 AC. CURRENT ZONING R-30 PIN NUMBERS 1619-91-5933, 1629-03-2833,1629-03-1484, 1629-91-6489, 1629-02-3968,1629-02-7659, 1629-12-0497 GENERALNOTES 1 . EXISTING CONDITIONS SHOWN ARE BASED ON FIELD SURVEY PERFORMED BY TIMMONS GROUP ON 09/30/2016. 2. ADJOINER PROPERTY INFORMATION AND TOPOGRAPHIC DATA SHOWN HAVE BEEN COMPILED FROM WAKE COUNTY GIS. 3. PROJECT PROPERTY LIES IN A FEMA SPECIAL FLOOD HAZARD AREA PER FEMA FIRM MAP PANEL NO. 3720161900J DATED 05/02/06. 4. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 5. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OFF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS. 6. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS. 1 7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWNGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL. 8, PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ENGINEER IMMEDIATELY. 9. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE LIMITS OF CONSTRUCTION. 10. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD REQUIRE MODIFICATIONS TO THE PROPOSED DESIGN. 11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS. 12, EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES, ETC. TO REMAINV\nTHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED). 13. GENERAL CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN ACCESS PATH, LOCATIONS, LIGHTING, ETC. WITH OWNER. LINE TABLE LINE LENGTH BEARING Ll 132.30 N56"22'40"E L2 112,03 N33052'52"E L3 54.17 N67*01'1 6"E L4 183.68 N28035'46"E L5 117,57 N1 0038'30"E L6 36.64 N66031'1 T'E L7 105.19 N3901 1'20"E L8 . 194,23 N21055'51"E L9 159.01 N68019'22"E . L10 43.22 N 1 7050'37"W LINE TABLE LINE LENGTH BEARING L11 126.55 N66'43'54"E L12 97.34 N3054'22"E L13 53.77 N88021'53"E L14 78.17 N6047'41 "E L15 143.92 N55026'22"E L16 33.83 S39049'08"E L17 54.12 N55039'36"E L18 I 225,88 N17049'56"E L19 115.53 S67052'1 2"E L20 86.31 N61'53'58"E LINE TABLE � i I LINE LINE LENGTH I BEARING 20.08 L21 36.99 , N33'32'20'1 i I I W L22 35.12 I N28049'57�'E I : L34 L23 32.39 - : i S57014'55']'E 23.71 L24 29.52 i N18058'42�!E L25 . 140,33 . N23'20'43" ; W 1 L26 125.80 � ! N35022'08't � I L27 82.73 : � N4032'29"E � L28 I 156.80 : ; . N16002'33",W I I L29 97.61 � i N24031'09'!E � L30 57.43 I I S89'29'49'!!E I i LINE TABLE LINE LENGTH BEARING L31 20.08 N35033'50"E L32 41.49 I N28018'1 O"W L33 60.13 N40029'05"E L34 125.67 N25056'27"W L35 23.71 N42003'46"E L36 38.55 N86003'43"E L37 78.69 - N14008'52"E L38 1 78,00 N34034'29"E L39 831.06 S61050'47"E L40 667.48 N12037'27"E LINE TABLE LINE I LENGTH BEARING L41 965.74 N12043'03"E L42 181.19 N63030'27"W L43 97.52 N58004'27"W L44 1 73.20 N48004 -27"W L45 1 502.65 N51 -35-33"W L46 311.57 N 510421 1 "W L47 296.97 N52000'33"W L48 1 220,94 N51'49'36"W L49 1053.30 - S1 5012'36"W 1 S14046'40"W B3 SCALE 1 "=200' I--- 6 260' 40' LEGEND 111-1- - I I I'll -1111111 1-11 PROPERTY LINE -1-1 -I,--,--,-- EXISTING RIGHT-OF-WAY -------- - EXISTING ROAD CENTER EXISTING CONTOUR 1-- . - - STREAM CENTERLINE : 0 0 0 0 0 0 0 0: FLOODPLAIN LZZ-1--�_11A WATERCOURSE BUFFER ,,/ ,,, * ,,,, *'**I I1\IETLANDS ,t, ","��;""",,I I , , � � I I I I 111 � . 1- , ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. IV ,��b- vk�j.� UAJ?o -4e - '000 60 V , , 'e -w zi,, %J '-v'Isz)a,j -* , 49 "I,- 0, �_,- 7 ,:� .i- .;� �� . 0 ,..� �. x s 1, .. m - * I - i I 9 0 0237 8 51 9 0 - � . a .. , I10 0 " i . e 0 . 'I, �OV ,:� .'. , , ., -f-_ N ?Vol NY.. e -, .i;- 6. %y . -W*. .*w_ e I� �v v 1'eWh M r.-t%,a 0. E 0 u r-, vi Q c %0 0 ` ,.4 E Lu U.9 = z .,-! P .,:� �: �: !� mm 3: w a ui -m 't Lu w cx N ce m 'I g U. _w -I M cle = " cc oco w a; z m .- " � ri cn U, ��: g ,!� LT_ - C 12, V) .27. Ln -j- .2 .w - .r- 'o ;3 Go V v -f Ln cn _j Lu I'_ � D 0 = 0 D 2 = I- 0 w > � = !i z 0 , U) � > ce D 0 >_ 0 00 0 0 0 0 0 'IL N Lr) to r -q 6 . 0 z UJI W z UJI u 1__� _j < z 1__� (A _j Q�_ Lu 0� in 114 DATE 05106119 DRAWN BY B. INGE . � DESIGNED BY B. INGE I K. ROBERTS SCALE 1 " = 200' I- q;j- � 0 a: D -00 0) W M 0 cz :3 , 0 .0 Z 0 � :Z� IN 0 , m = I= 0 � _c 0 (n 0 , -0 C c: 4) w o (a c � 0 L_ (A 0 0 cl. c < 2: 0 s:I:: .- , L. �r u :5 *0 3:: .�? V) co r) z r) 0 4) _c &_ I 3r a x � (1) .c 4) I z 0 z -a Jc ::) la) � 0, o 0 ::3 ::3 z U 1-4 -0 0 0 L_ ,c — CL Lu I_ oa) 3: 0 �e F__q L� < , 0) P-1 I:) L .9 �: _!e � 0 V) � z 0 � ry >1 c P. -I Lu 0 c: 'o z 0 0 E . � Q� u u > _0 -3 < L_ P-1 (D 0 c .�; 0 c 0 LL. z 0- o 0 Z) u 0 L_ 1-4 w o Z i.- CD`�, co 0 3: V) c 0 Ln Z 0 I-- I-4 g a-) m .G V) x F- -0 uj� 0 0 -0 I >, c v �.2 L_ a) � CL 0 c� 2 :3 1 CL Y) c < � 0 .- Y) r) 2 o 0 � x -0 (D 0 v 4) ; tf -.c E 4) < � , 0 0 c V) � � 0 c :3 0.0 E - :3 ? U 0 V) _0 z _0 u 0) .c � .2 �: 0 (D 0 > 0 (D 0 0 j ' -' JOB NO. -0 0 0 Br co 4) c: (D __ 0 0 -a CL SHEET N . &_ =3 0 a In cl. 0 o >, .I-_ c I- 0 GENERAL NOTES 1. BOUNDARY INFORMATION TAKEN FROM TIMMONS GROUP ON 09/30/2016. 2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP AND WAKE COUNTY GIS. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING. 4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. 5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 6. LOT SETBACKS ARE; FRONT 25', SIDE 10', CORNER 20' AND REAR 25' PURSUANT TO TEXT CHANGE REQUEST. 7. ALL PROPOSED STREETS SHALL BE AS NOTED ON PLANS. 8. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS. 9. STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION. 10. STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION. 11. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE WILL BE RESTRICTED TO AN ON-SITE LOCATION. 12. AN EROSION CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING ON THIS SITE. 13. THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET LIGHTING. 14. WETLAND AND NEUSE RIVER RIPARIAN BUFFERS HAVE BEEN DELINEATED BY ANGLER ENVIRONMENTAL. 15. PRIOR TO ISSUANCE OF A BUILDING PERMIT, INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS WITH NEUSE RIVER BUFFER. 16. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY. 17. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH PRIOR TO CONSTRUCTION. 18. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT, 19. A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE COVENANTS MUST BE SUBMITTED FOR REVIEW WITH THE FIRST FINAL PLAT. 20. ALL DOMESTIC WATER TAPS SHALL BE 3/4" TAPS. 21. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANTING MANUAL FOUND IN APPENDIX E OF THE TOWN OF GARNER'S UDO. 22. STREET TREES ARE TO BE LOCATED WITHIN THE PUBLIC STREET TREE EASEMENT. REFER TO SECTION 7.1-L.1A OF THE LIDO FOR LOCATION OF EASEMENT. 23. ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION (HOA). OPEN SPACE DATA (ALL PHASES) OPEN SPACE REQUIRED ui 9.79 AC 10.00% OPEN SPACE PROVIDED AREA 24.79 AC 25.32% OPEN SPACE AREA #1 56,334 SF 1.29 AC 1.32% OPEN SPACE AREA #2 15,080 SF 0.35 AC 0.36% OPEN SPACE AREA #3 7,729 SF 0.18 AC 0.18% OPEN SPACE AREA #4 77,801 SF 1.79 AC 1.82% OPEN SPACE AREA #5 12,623 SF 0.29 AC 0.30% OPEN SPACE AREA #6 7,703 SF 0.18 AC 0.18% OPEN SPACE AREA #7 393,810 SF 9.02 AC 9.23% OPEN SPACE AREA #8 227,743 SF 5.23 AC 5.34% OPEN SPACE AREA #9 231,018 SF 5.30 AC 5.42% OPEN SPACE AREA #10 19,786 SF 0.45 AC 0.46% OPEN SPACE AREA #11 688 SF 0.02 AC 0.02% OPEN SPACE AREA #12 30,527 SF 0.70 AC 0.72% TOTAL 1,079,842 SF 24.79 AC 25.32% c rL 0 0 L PHASE DATA PHASE 1 ui PHASE 3A 12.00% PHASE 4 AREA 28.45 AC AREA 5.83 AC AREA 22.69 AC SIDEWALK LF 6,222 LF SIDEWALK LF 824 LF SIDEWALK LF 3,740 LF ROAD LF 4,236 LF ROAD LF 874 LF ROAD LF 1,966 LF PHASE 2 123,358 SF PHASE 3B 2.89% TREE SAVE AREA #5 AREA 15.75 AC AREA 25.19 AC 16,509 SF SIDEWALK LF 4,245 LF SIDEWALK LF 1,824 LF 13.83 AC ROAD LF 2,208 LF ROAD LF 2,026 LF U k� II SITE DATA TREE SAVE DATA (ALL PHASES) £ � z TREE SAVE REQUIRED ui 11.75 AC 12.00% TREE SAVE PROVIDED i 13.83 AC 14.13% TREE SAVE AREA #1 k� II SITE DATA TREE SAVE DATA (ALL PHASES) £ � z TREE SAVE REQUIRED ui 11.75 AC 12.00% TREE SAVE PROVIDED 1�1 .i1 13.83 AC 14.13% TREE SAVE AREA #1 56,334 SF 1.29 AC 1.32% TREE SAVE AREA #2 45,581 SF 1.05 AC 1.07% TREE SAVE AREA #3 180,890 SF 4.15 AC 4.24% TREE SAVE AREA #4 123,358 SF 2.83 AC 2.89% TREE SAVE AREA #5 179,847 SF 4.13 AC 4.22% TREE SAVE AREA #6 16,509 SF 0.38 AC 0.39% TOTAL 602,519 SF 13.83 AC 14.13% PUMP STATION DESIGNED BY CURRY ENGINEERING ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. " i ✓ ti 9j lurn 147) ; n U3 105, i 154 i �o(jp U44 ulo �"T oG O # �rpx_ \ s f �1P I SCALE 1 "=150' 0 150' 300' SITE PLAN LEGEND - " - STREAM CENTERLINE FLOODPLAIN WATERCOURSE BUFFER WETLANDS +._+ ++ + TREE SAVE AREA OPEN SPACE AREA p40Q,00p°0 CARo °°oo o g, oSEAL �Q o�Esjo,�•, yoo • 23728 P • p o � o 0°00 aaooflog�°°°°° E ui 0 a c a� Q � 1�1 .i1 1.0 o s � E V j N E O Lu z x 0 a a c a� c, tm o 0 3 U \ Lu 64 �t SCALE 1 "=150' 0 150' 300' SITE PLAN LEGEND - " - STREAM CENTERLINE FLOODPLAIN WATERCOURSE BUFFER WETLANDS +._+ ++ + TREE SAVE AREA OPEN SPACE AREA p40Q,00p°0 CARo °°oo o g, oSEAL �Q o�Esjo,�•, yoo • 23728 P • p o � o 0°00 aaooflog�°°°°° E ui 0 a c a� Q � 1�1 .i1 1.0 o a � c o L V � E V j N E O Lu z x 0 a a c a� c, tm o 0 3 U u Lu 64 a � oo z O Lu0�ri o0 00 a iJ M H z o u d LL m w � � o C U �rn O H L k 00 0 00 w 1 cefl Ln(m E --a J Lu ._ J� 66 o� �0 o� �z N o [Timm ' . ui LL a c a� a o 1�1 .i1 a � c o L V Lf) V j v O 0 a a c a� c, O O o 0 3 U u O zz o0 O Z x oC 3 x z o O 0 0 O a U z z 00 W 0 W 1 3 U E --a ._ J� a C 0o oN Nc O o QH w J 7"c 0.0 x z > C� c' E O J H C7 ` � o a� or 0 0 o ° O � Lu > w c o Lu I- E 'gin o a o 0 c z O DATE U) 05/06/19 O DRAWN BY B. INGE DESIGNED BY • B. INGE . CHECKED BY • K. ROBERTS • . SCALE i 1"=150` 66 o� �0 o� �z N o [Timm ' . O/ 1 LL a c a� a o 1�1 .i1 a � c o L V Lf) V j v O 0 a a c a� c, O O o 0 3 U u zz o0 O Z f oC 3 x z o O LU 0 O a U z z 00 W 0 W 1 3 U E --a ._ J� a C 0o oN Nc O o QH w J 7"c 0.0 (A;7 z > C� c' E O J H C7 ` � o O/ LL W a o LL o > 0 0 v 0 a O O o za 0 a� a C2.0 Q)T oC c o o O z �o n. o 0:3 a C Nc O o o 0 0 o ' x a Q) a� or 0 o ° O � c o E 'gin o a o c o o > p) O a 0 JOB NO. 37500 N N c U) O O SHEET NO. a a a� a C2.0 Q)T _C F_ c o r- 41 0 z V) 17 04 0 L0 r - C44 _c _c 0 CL -6 _c m z I L0 NA 1, f0!48 1055 107 49" Q /9 X - - - - - - - - - - - 03 pvAp's`E I 10". Np, \'z Ir -------------------- ( 9 D V 14 0\A z N % > 102, Ix A/ N AA' 13364 SF 1411 0.31 AC v:� �p_ 21101 SF (2-0/ 'C\\ TIE TO 10'STF 1% 0.48 AC EXISTING EASEMENT > (1581, ASPHALT N75'1 2'46"W 1 18646 SIF f / 1200 25.23' 14M 0.43 AC 1202 V_ > k 10, #0 _T 201 115 8 11635 SF 14538 SIF -7 R5u R3r s'- 0.27 AC 0.33 AC R30' L- - - - - - - - - - - - ........... 1023 14689SF 153' 0 0.34 AC R30' - - -- - - - - - - - - 77 73�' 10047 SIF 9889 SIF 0.23 AC 0.23 AC L -- - - - - - - - - - - - - - - - <1 1106 Ir- - - - - - - -- r - - - - - - 1704 -7 C, t__ 173'_ 13432 SIF C.) / / / i *_ cm r 161 tc) 0.31 AC z 15692 SIF 1108 10'X70'SDT 0.36 AC I co 10295 SIF 10512 SIF N 0.24 AC 10126 SIF R26 0.24 AC im 0.23 AC -i 'L L -- - - - - - - - - - - - - - - - J/ 11193 SIF la 12219 SF - -- - -- 60, 0.26 AC -----7 4kf 1 0.28 AC c� F 1 30" STANDARD I / z :5 1 Alf _j - CURB & GUTTER 1 O'X 70' >- 0 10, X 70, 10'X 70' 0.25 AC f L to I R25' '7 R30' R25' "12 )5 008 SIF so, SDT Ft25' SDT 7 45 SIF 43'01, -,EF 27'- L SDT ",HAS-7"*4 *ft, 101 '7 Aft 0.23 AC 235-26'_ 83, - - - - - - - - - - - - j I - am. % - - % 11 1 - - � I ) 63' - - - - - - - - - - - - -- i I I Ajjjjjj_�� \ I 1� . 6 60, -7 / - - / I "Ow TIE TO k 36 EXISTING 7' 9078 SIF , - -1 1 7 k k \\ V\ \ / n'�)l Af% n135 v I V ASPHALT -_ I I - e A I ;o l UO I r Vol R30 10143 SIF > N38*50'1 VE 9573 SIF 234.84' 0.23 AC 0.22 AC (1�2 7) �D3 10632 SIF 10024 SIF /,N 0.24 AC 67' 71'. 0.23 AC (�8) %-r-A %_k 10050 SIF 3 AC 13120 SIF \ V \ EASEMENT 0.23 AC / /; I I/ I F - - - - - - - - - - - - - - - - - - - - -- EXIS k k I O'STREET TREE 10138 SF I I \ \\ 0.23 AC 0.30 AC Q�) I zi, 9935 SIF N OG MCI 9987 SF I �1 0.23 AC 12318 SF ASP ALT 4� 9890 SIF .00 N38*50'11"E 0.23 AC 0.23 AC 1 0.28 AC 25.29' I it / I R25' -J 10742 SF 00 10'X 70'SDT q3- 10'STREETTREE /* 0.25 AC 1@77 10683 SIF 0.25 AC 9443 SF I - EASEMENT ev �u' L__ Z 0.22 AC 10533 SF 10050 SIF - SF �t vy 0.23 AC ;'22 AC 12614 SIF 72' < 0 24 AC 0.29 AC tA2.4'0v'� - - 72' "j L 72 - ----- 11910 SF 'AC 0.2, 46, L&L \ - - - - - - - J L___, �4 =500, ?,=500'- - -9 4b 10571 SIF __TR 3'0 R31Y 4W 0.24 AC 10366 SIF �O'PRI VA I E 0.24 AC DRAINAGE 10571 SIF \X EASEMENT 0.24 AC T_ (3) Q04) -7 103 1 1 O'X 70'SDT 10, STREET TRE - - - - - - - I I 11078 SIF d jk I W 5' 9303 SIF EASEMENT 10'X70'SDT 0.21 AC 0.25 AC @ F25' I - 10579 SF 11205 SIF 6) @ :z 0.24 Ac 0.26 AC 05 SF 10988 SIF I 112 0.26 AC 0.25 AC 3 astim. 01-Iftx"" z _06 - ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC. GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. TRAFFIC CONTROL NOTES 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. SIGN MUTCD STD. SIZE STOP R1-1 24"x24" 2. ALL SIGNS SHALL BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3 -LB. GALV. STEEL U -CHANNEL POST SET IN 24 -IN DEEP x 8 -IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO SIDEWALKS MUST BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF SIGN. 3. ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. MARKING NCDOT STD. SIZE COLOR CROSSWALK 4 -IN WHT. 4. ALL PAVMENT MARKINGS SHALL BE THERMOPLASTIC TYPE AS REQUIRED BY THE TOWN. I SITE DATA TOTAL AREA 97.91 AC PROPOSED USE SINGLE FAMILY RESIDENTIAL CURRENT ZONING R-30 PROPOSED ZONING R-9 TOTAL LOTS PROPOSED 212 MINIMUM LOT SIZE 8,000 SF AVERAGE LOT SIZE 11,944 SF LINEAR FEET IN PUBLIC STREET 11,310 LF PROPOSED DENSITY 2.16 UNITS/AC OPEN SPACE REQUIRED (10%) 9.79 AC OPEN SPACE PROVIDED 24�79 AC TREE SAVE AREA REQUIRED (12%) 11.75 AC TREE SAVE AREA PROVIDED 13.67 AC FEMA MAP # 3720161900J DATED 05/02/06 WAKE COUNTY PINS 1619-91-5933,1629-03-2833, SIDEWALK LF 1629-03-1484,1629-91-6489, SIDEWALK LF 1629-02-3968, 1629-02-7659, 13.83 AC 1629-12-0497 PHASE DATA PHASE 1 PHASE 3A 12.00% PHASE 4 AREA 28.45 AC AREA 5.83 AC AREA 22.69 AC SIDEWALK LF 6,222 LF SIDEWALK LF 824 LF SIDEWALK LF 3,740 LF ROAD LF 4,236 LF ROAD LF 874 LF ROADLF 1,966 LF PHASE 2 123,358 SF PHASE 3B 2.89% TREE SAVE AREA #5 AREA 15.75 AC AREA 25.19 AC 16,509 SF SIDEWALK LF 4,245 LF SIDEWALK LF 1,824 LF 13.83 AC I ROAD LF 2,208 LF ROADLF 2,026 LF 5.34% TREE SAVE DATA (ALL PHASES) TREE SAVE REQUIRED 11.75 AC 12.00% TREE SAVE PROVIDED DESIGNED BY 13.83 AC 14.13% TREE SAVE AREA #1 56,334 SF 1.29 AC 1.32% TREE SAVE AREA #2 45,581 SF 1.05 AC 1.07% TREE SAVE AREA #3 180,890 SF 4.15 AC 4.24% TREE SAVE AREA #4 123,358 SF 2.83 AC 2.89% TREE SAVE AREA #5 179,847 SF 4.13 AC 4.22% TREE SAVE AREA #6 16,509 SF 0.38 AC 0.39% TOTAL 602,519 SF 13.83 AC 14.13% OPEN SPACE DATA (ALL PHASES) OPEN SPACE REQUIRED 9.79 AC 10.00% OPEN SPACE PROVIDED DESIGNED BY 24.79 AC 25.32% OPEN SPACE AREA #1 56,334 SF 1.29 AC 1.32% OPEN SPACE AREA #2 15,080 SF &35 AC 0.36% OPEN SPACE AREA #3 7,729 SF 0.18 AC 0.18% OPEN SPACE AREA #4 77,801 SF 1.79 AC 1.82% OPEN SPACE AREA #5 12,623 SF 0.29 AC 0.30% OPEN SPACE AREA #6 7,703 SF 0. 18 AC 0.18% OPEN SPACE AREA #7 393,810 SF 9.02 AC 9.23% OPEN SPACE AREA #8 227,743 SF 5.23 AC 5.34% OPEN SPACE AREA #9 231,018 SF 5�30 AC 5.42% OPEN SPACE AREA #10 19,786 SF 0.45 AC 0.46% OPEN SPACE AREA #11 688 SF 0.02 AC 0.02% OPEN SPACE AREA #12 30,527 SF 0.70 AC 0.72% TOTAL 1,079,842 SF 24.79 AC 25.32% / . /* 210 11534 SIF 8 0.26 AC 10545 SIF 15177 SF b 0.24 AC 0.35 AC /* GENERALNOTES 1. BOUNDARY INFORMATION TAKEN FROM TIMMONS GROUP ON 09/30/2016. 2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP AND WAKE COUNTY GIS. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING. 4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, 5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 6. LOT SETBACKS ARE; FRONT 25', SIDE 10', CORNER 20'AND REAR 25'PURSUANT TO TEXT CHANGE REQUEST. 7. ALL PROPOSED STREETS SHALL BE AS NOTED ON PLANS. 8. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS. 9� STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION. 10. STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION. 11. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE WILL BE RESTRICTED TO AN ON-SITE LOCATION. 12. AN EROSION CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING ON THIS SITE. 13. THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET LIGHTING. 14. WETLAND AND NEUSE RIVER RIPARIAN BUFFERS HAVE BEEN DELINEATED BY ANGLER ENVIRONMENTAL. 15. PRIOR TO ISSUANCE OF A BUILDING PERMIT, INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS WITH NEUSE RIVER BUFFER. 16. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY. 17. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH PRIOR TO CONSTRUCTION. 18. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT. 19, A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE COVENANTS MUST BE SUBMITTED FOR REVIEW WITH THE FIRST FINAL PLAT. 20. ALL DOMESTIC WATER TAPS SHALL BE 3/4" TAPS. 21. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANTING MANUAL FOUND IN APPENDIX E OF THE TOWN OF GARNER'S LIDO. 22. STREET TREES ARE TO BE LOCATED WITHIN THE PUBLIC STREET TREE EASEMENT. REFER TO SECTION 7.1 -LAA OF THE LIDO FOR LOCATION OF EASEMENT. 23. ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION (HOA). im CAnO4-%, SEAL 1-7 23728 'e'GINVA�e' v- lt�- '00 SCALE 1"=60' �:__ I MR 0 60' 120' SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN 1777 WATERCOURSE BUFFER r zzl, WETLANDS + + + + + + + + TREE SAVE AREA OPEN SPACE AREA -Do Q) cz V) Z 0 0 _c 0 V) w 0 Lr) CL 1,0 0 u c CL c; Lu 0 ou 0 0 :w 1- it_ - CL. < Lu ' E 0 ;;;p (1) 0 < > 0 r) 0 x -0 (1) (1) _c (1) C, 0 E 0 01 0 JOB NO. C, C, 37500 0 SHEET NO. C2.1 DESIGNED BY 0 u B. NGE ui CHECKED BY 0 0 E K. ROBERTS u SCALE Lu 0 Lu Lu U rj ix t! __1 < co a- L6 r'l 0 Lu 0 -1 fn OR (D 4E M z Fu -5 F, u z > U) V) u<- Lu < 0 Q X C u U) Ln 1-1 4_, al z 0 'E ';� 'D 1-1 u*) t.0 -OR > M z 0 (71 Lu ci� 1-1 Ln (n DATE _j Lu ce_ 05106119 SCALE 1"=60' �:__ I MR 0 60' 120' SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN 1777 WATERCOURSE BUFFER r zzl, WETLANDS + + + + + + + + TREE SAVE AREA OPEN SPACE AREA -Do Q) cz V) Z 0 0 _c 0 V) w 0 Lr) CL 1,0 0 u c CL c; Lu 0 ou 0 0 :w 1- it_ - CL. < Lu ' E 0 ;;;p (1) 0 < > 0 r) 0 x -0 (1) (1) _c (1) C, 0 E 0 01 0 JOB NO. C, C, 37500 0 SHEET NO. C2.1 DESIGNED BY B. NGE CHECKED BY 0 K. ROBERTS SCALE 1" = 60' 0 z > Lu LLJ < X C u < M z 0 m DATE > ce_ 05106119 0 DRAWN BY B. INGE SCALE 1"=60' �:__ I MR 0 60' 120' SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN 1777 WATERCOURSE BUFFER r zzl, WETLANDS + + + + + + + + TREE SAVE AREA OPEN SPACE AREA -Do Q) cz V) Z 0 0 _c 0 V) w 0 Lr) CL 1,0 0 u c CL c; Lu 0 ou 0 0 :w 1- it_ - CL. < Lu ' E 0 ;;;p (1) 0 < > 0 r) 0 x -0 (1) (1) _c (1) C, 0 E 0 01 0 JOB NO. C, C, 37500 0 SHEET NO. C2.1 DESIGNED BY B. NGE CHECKED BY K. ROBERTS SCALE 1" = 60' SCALE 1"=60' �:__ I MR 0 60' 120' SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN 1777 WATERCOURSE BUFFER r zzl, WETLANDS + + + + + + + + TREE SAVE AREA OPEN SPACE AREA -Do Q) cz V) Z 0 0 _c 0 V) w 0 Lr) CL 1,0 0 u c CL c; Lu 0 ou 0 0 :w 1- it_ - CL. < Lu ' E 0 ;;;p (1) 0 < > 0 r) 0 x -0 (1) (1) _c (1) C, 0 E 0 01 0 JOB NO. C, C, 37500 0 SHEET NO. C2.1 C 41 0 7 Z Q J d N N U N 1v a) 0 a 0 0 a� a m 3 N z I 0 0 i N 0 L- ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION METING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. TRAFFIC CONTROL NOTES 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. SIGN MUTCD STD. SIZE STOP R1-1 24"x24" 2. ALL SIGNS SHALL BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3 -LB. GALV. STEEL U -CHANNEL POST SET IN 24 -IN DEEP x 8 -IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO SIDEWALKS MUST BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF SIGN. 3. ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. MARKING NCDOT STD. SIZE COLOR CROSSWALK - 4 -IN WHT. 4. ALL PAVMENT MARKINGS SHALL BE THERMOPLASTIC TYPE AS REQUIRED BY THE TOWN. SITE DATA TOTAL AREA PROPOSED USE CURRENT ZONING PROPOSED ZONING TOTAL LOTS PROPOSED MINIMUM LOT SIZE AVERAGE LOT SIZE LINEAR FEET IN PUBLIC STREET PROPOSED DENSITY OPEN SPACE REQUIRED (10%) OPEN SPACE PROVIDED TREE SAVE AREA REQUIRED (12% TREE SAVE AREA PROVIDED FEMA MAP # WAKE COUNTY PINs PHASE DATA 97.91 AC SINGLE FAMILY RESIDENTIAL R-30 R-9 212 8,000 SF 11,944 SF 11,310 LF 2.16 UNITS/AC 9.79 AC 24.79 AC 11.75 AC 13.67 AC 3720161900J DATED 05/02/06 1619-91-5933,1629-03-2833, 1629-03-1484,1629-91-6489, 1629-02-3968, 1629-02-7659, 1629-12-0497 PHASE 1 E PHASE 3A 12.00% PHASE 4 AREA 28.45 AC AREA 5.83 AC AREA 22.69 AC SIDEWALK LF 6,222 LF SIDEWALK LF 824 LF SIDEWALK LF 3,740 LF ROAD LF 4,236 LF ROAD LF 874 LF ROAD LF 1,966 LF PHASE 2 123,358 SF PHASE 3B 2.89% TREE SAVE AREA #5 AREA 15.75 AC AREA 25.19 AC 16,509 SF SIDEWALK LF 4,245 LF SIDEWALK LF 1,824 LF 13.83 AC ROAD LF 2,208 LF ROAD LF 2,026 LF 5.34% TREE SAVE DATA (ALL PHASES) TREE SAVE REQUIRED E 11.75 AC 12.00% TREE SAVE PROVIDED 13.83 AC 14.13% TREE SAVE AREA #1 56,334 SF 1.29 AC 1.32% TREE SAVE AREA #2 45,581 SF 1.05 AC 1.07% TREE SAVE AREA #3 180,890 SF 4.15 AC 4.24% TREE SAVE AREA #4 123,358 SF 2.83 AC 2.89% TREE SAVE AREA #5 179,847 SF 4.13 AC 4.22% TREE SAVE AREA #6 16,509 SF 0.38 AC 0.39% TOTAL 602,519 SF 13.83 AC 14.13% OPEN SPACE DATA (ALL PHASES) OPEN SPACE REQUIRED E 9.79 AC 10.00% OPEN SPACE PROVIDED 24.79 AC 25.32% OPEN SPACE AREA #1 56,334 SF 1.29 AC 1.32% OPEN SPACE AREA #2 15,080 SF 0.35 AC 0.36% OPEN SPACE AREA #3 7,729 SF 0.18 AC 0.18% OPEN SPACE AREA #4 77,801 SF 1.79 AC 1.82% OPEN SPACE AREA #5 12,623 SF 0.29 AC 0.30% OPEN SPACE AREA #6 7,703 SF 0.18 AC 0.18% OPEN SPACE AREA #7 393,810 SF 9.02 AC 9.23% OPEN SPACE AREA #8 227,743 SF 5.23 AC 5.34% OPEN SPACE AREA #9 231,018 SF 5.30 AC 5.42% OPEN SPACE AREA#10 19,786 SF 0.45 AC 0.46% OPEN SPACE AREA #11 688 SF 0.02 AC 0.02% OPEN SPACE AREA #12 30,527 SF 0.70 AC 0.72% TOTAL 1,079,842 SF 24.79 AC 25.32% GENERAL NOTES 1. BOUNDARY INFORMATION TAKEN FROM TIMMONS GROUP ON 09/30/2016. 2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP AND WAKE COUNTY GIS. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING. 4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, 5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 6. LOT SETBACKS ARE; FRONT 25', SIDE 10', CORNER 20' AND REAR 25' PURSUANT TO TEXT CHANGE REQUEST. 7. ALL PROPOSED STREETS SHALL BE AS NOTED ON PLANS. 8. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS. 9. STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION. 10. STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION. 11. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE WILL BE RESTRICTED TO AN ON-SITE LOCATION. 12. AN EROSION CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING ON THIS SITE. 13. THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET LIGHTING. 14. WETLAND AND NEUSE RIVER RIPARIAN BUFFERS HAVE BEEN DELINEATED BY ANGLER ENVIRONMENTAL. 15. PRIOR TO ISSUANCE OF A BUILDING PERMIT, INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS WITH NEUSE RIVER BUFFER. 16. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY. 17. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH PRIOR TO CONSTRUCTION. 18. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT. 19. A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE COVENANTS MUST BE SUBMITTED FOR REVIEW WITH THE FIRST FINAL PLAT. 20. ALL DOMESTIC WATER TAPS SHALL BE 3/4" TAPS. 21. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANTING MANUAL FOUND IN APPENDIX E OF THE TOWN OF GARNER'S LIDO. 22. STREET TREES ARE TO BE LOCATED WITHIN THE PUBLIC STREET TREE EASEMENT. REFER TO SECTION 7.1 -LAA OF THE UDO FOR LOCATION OF EASEMENT. 23. ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION (HOA). im SCALE 1 "=60' 0 60' 120' SITE PLAN LEGEND --- - STREAM CENTERLINE O 0.0 0 0 4 O- FLOODPLAIN WATERCOURSE BUFFER WETLANDS w � w w � •s + TREE SAVE AREA OPEN SPACE AREA 0000aaann°°p°Q° 0000�� CARO °000 SS • o �i••�"] ICi)ro i,ij y o0 4' .y q • 4 SEAL 023728 � o P i p O • • O O DO �) ••ii • • n. OO �yV o0 0°00��OOpp��g� foo B. INGE . E •B. INGE O v CHECKED BY n V; o O K. ROBERTS • . O SCALE N E U.~ O � 3 ce 0 U ce 114 U. OR z W D M O ce n x' -'c a zui 5� U)xU} �J 0 2 W O ce 0 U Ln QV 0In = L t U rl Lu r/ Ln rn Q J W B. INGE . dESIGNED BY •B. INGE . CHECKED BY • K. ROBERTS • . SCALE 1"=60' O ce 0 W > ui = Q U D Q Z O DATE U) 05/06/19 O DRAWN BY >- B. INGE . dESIGNED BY •B. INGE . CHECKED BY • K. ROBERTS • . SCALE 1"=60' IL : o Q)w :3o �V) �z ^ ! o t V 41:2 c � F - o 0 0 Wo� L/� Nr n 0 1 D `o < D C �iJ N ' L L U 03 a z o� O3 x z 1 z •� W U„° u) z°z�o O z O W Q L3 W Y U H a 0 -� W �� < LU a O z o. H E < u J Ocl� LL F--1 � o d °v o XL z ;0 U o z o z I- 0 a, U� F wF- 0-0 OT C o �0 � v O i L � D U � o r v �) � E i O O �� 4)-0 :;U OU) -0 :3 -0 0 Q)•c 0 L U vi o o JOB NO. v o 37500 3 � O 0 SHEET NO. � a C2.2 � o UTILITY NOTES 1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION) 2. UTILITY SEPARATION REQUIREMENTS: A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL. B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS. THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER. C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER. E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MINIMUM CLEARANCE (PER CORPUD DETAILS W-41 & S-49) F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED. 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS. 6. INSTALL 2' COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X 2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE. 7. INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM. 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE. 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 10. NCDOT/ RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION. 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250-7825 OR TIMOTHY.BEASLEY@RALEIGHNC.GOV FOR MORE INFORMATION. 12. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS OR THE LOCAL CROSS-CONECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HELVEY AT (919) 212-5923 OR JOANIE.HELVEY@RALEIGHNC.GOV FOR MORE INFORMATION. 13. AN APPROVED WATER SUPPLY FOR FIRE SUPPRESSION (TEMPORARY OR PERMANENT) SHALL BE PROVIDED AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE UTILITY LEGEND SAN PROPOSED SEWER LINE F PROPOSED FORCE MAIN TOTAL WATERMAIN: PROPOSED WATER LINE 811W ' T+ WATER LINE TEE 161 LF FIRE HYDRANT 1,604 LF WATER METER Q REDUCER SITE PLAN LEGEND STREAM CENTERLINE v FLOODPLAIN WATERCOURSE BUFFER WETLANDS + - + + + TREE SAVE AREA PHASE 2 UTILITIES TOTAL GRAVITY SEWER: 1,526 LF 8" DIP: 1,526 LF TOTAL WATERMAIN: 1,942 LF 6" DIP: 177 LF 8" DIP: 161 LF 12" DIP: 1,604 LF ® GATE VALVE. I ®® BLOWOFF ASSEMBLY [ 3 I It x x x x"� ��;;' F � NCSR2706 x x x x x xi. e € 1 CLIFFORD ROAD st x q.�IA 1 x x x NDER SON LN' k e GU C qq x x x x/ } 1 d x x x x x x :i x x x x 5/51 182. N 1831 ��G� �-n 154 s 41 , 4` t �ag� 0 950 1 1} r r 944 q �� 1 '�..:d85 .E ` P, " j � ✓ ° � � ,,� /,H� `` `'"g> 143 � �9�,'"a^' 1506 � € o t 167 FIRE HYDRANT I ' �tn X142 157 a ASSEMBLY (TYP) s o �or1l 11 158 1'' ✓/ ! n 1 j ✓' y ` 'ate' ✓/..,,i Y S`'eEi'.4 140 959 165 _ 17`0 ) ,. 6" DIP W/L S ¥ t 22 0 ° 2 1 a 5 1 9 1 f o +, ' FIRE HYDRANT ASSEMBLY (TYP) 8 DIP 23 % ' `? + 1 Z 971 l j 2 ` `/ �/ - 6" DIP W/L to '3 / �3, 138 99 € ; �,_ X21 , , I,_ � , 9 164 y j g 15 --#' i 1 t116 jt 16 I -G 172 I )£ (26 137 L SCOVILLE RD. 12" DIP W/L 8" DIP I1 16" DIP W/L 71 / } ; ✓ 1916 1 _ 1 { / } 4 mP �� PHA p �r� 8" DIP w,_._ . "_ 8" DIP //� 7 f 135 r 8" DIP FIRE HYDRANT ASSEMBLY P j 30 (N) TEMPORARY {� � ..f925 J r ... 1 y.,k3�5 � -�,� °; ,� a � r � � i 7 �" qC2 f Iy rr 981 I t 173 BLOWOFF . , . t FIRE HYDRANT ASSEMBLY (TYP) 4 34 t { "� ,, 175 17`4 O ,yam r' 00' e 933 4 979 (178 6177 176 ASSEMBLY € t1 101 t I *fit ✓ 8" DIP i ® 3 i Y, �6 8 `* 127 � 6 1 X50 " ,�1 12" DRIP W/L ' p 2} {} e$ � ��F y ^s' �'' i�f"St � 4 �`$. J � ~ � f N " 4 � � k " � Off° 7 / EXISTING 8 PVC 8 DIP 111 �� , � '�, � ✓' N� f 6 � � �` ` "*. �"�,e ' ,w✓ ,� � � �.� ."�� ::� � ,, Gini 110 1 � ,e�� `"` "".. --``" r93) A ® q'sU92 409 {0.9 078 N 50 s 'f§ ' E ✓ / 7 "'mw 707 J 41 66 506 % t 4 73 f (4) d- N N N N v s d O U N N `v Y O OO L N m L I ¢ " ROSSELL PARK CIR.@ 606 607 "I 71 j 0,— to ct cz rs cx_ �'€a .-,.".� ..� � ,, .,� ✓'� p ez z� er'� �' �. k . r. a ,, k a a a aAw, W . 11000 0-01, uk 3xk sshhskk3x b. k.x 'a . H kichh kkK. Y. A i A k A k 3x k h A. k k. A kk�,Kp$k: 3. k R h v%S. Olk ?K 3a •w �p`a. k� p„. A: % k ✓ x M k,x,y..0, aknnnk?<.�.".e-,k�}x��2: kap „�„.„.,„.„.................ten' •w •w k k k k A k k k a k h &.L k k k k 6 k & j kk awaaaaa�.a�.aaaaaaaa#t �'�st*'��YZ "aa�c�'k #'��^9r �.�s� N.k •wkikA MkY,. 'w k'w 1�3xAhsk AkkixkM k ax k'w h'wk k k AG.kh 3�1 aaa"kkk?<.kk?<.,k:�a3Q k akkkk�nxi>;ka w�. Xkx x. a nn 3akrx 3R 3ak3aka3a 3Q a.aaa<n3a;Faksx 'n ?<. >:.. >,.: a.'naaay., PUMP STATION k><. 3x3Q...kkk.„�a'�xxtk is 3xae akkkkk9 DESIGNED BY CURRY ,9"llc .x wx'u 2 x �x O� 9� 9 xx ,4. W. X � � ENGINEERING k 3xk k ki. k.k h&h Y. k kh kkh k k k k k k k k 3x3:. � I e f s �105 FIRE HYDRANT - ASSEMBLY (TYP) 8" DIP ; 8" DIP 8" DfP W/L FIREHYDRANT FIRE HYDRANT ASSEMBLY (TYP) 30' COR SANITARY SEWER EASEMENT�.� 8" PVC i�11 f .�� 8" DIP ,, ""w•,,� � 29 j ASSEMBLY (TTP) bb•, 8" DIP q 6DIP W/L w ✓183 s " DIP g, DIP . ��. �� 6 � * S05 4�', a 204 .'203 8DIP � 8"DIP FIRE HYDRANT ASSEMBLY (TYP) TEMPORARY96, BLOWOFF 15 ASSEMBLY ✓� t SCALE 1 "=150' 1003 (104 j 0 150' 300' '—TEMPORARY BLOWOFF ASSEMBLY 30' COR SANITARY SEWER EASEMENT - 8" DIP ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. Oppp©©flQaU0QpQ0 DOS � CAR© 000 -'essslOos 'Y�oo SEAL a 23728 � /•� /o� c • a o � o M OODOOOn�44'g,D Q�0rl E 0 v CD � 1,0 o N� E = z ~ � 3 o W ro e} wvC2N �¢U.—w z Wp�ri Q a=moo I - a z~ �Lu m Ln u Ln ' ci w 0 0 0 �N z �rn CD 00 W �rn � LLu n vi 0 O III > w Lu � U � Z O DATE � 05/06/1 9 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY • K. ROBERTS • • SCALE • Z " = 150' rnLn I- 0 � �o N� �N ,n z O o � c � h v L O zy c W c m O N C i V U) a CL c 03 U U z o m � a� z � z a �� U Uz��.00 uj Y U) : o z cTZ o o Q U O CL � to O c > O /t •N U X � L L v O c O oci .n U o Fn •amcnCLLu � U � C O y_ U > � N v N JOB NO. � o C L 37500 � N SHEET NO. a� a C3.0 I— 6 0 0 c 0 0 i7 z a J CL r J F- D K) U I 0 0 N a� CLN a L 0 0 0 .l t N m 3 0 z L ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION INSTALL A DOWNSTREAM PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE mr- ', ✓' f` �E 1 REMOVE EXISTING BLOWOFF PSS 2 ASSEMBLY AND CONNECT TO < EXISTING 16" WATER LINE 167 p TIE TO EXISTING W/L REMOVE TEMPORARY "1"*", � �„ �} ' t€ FIRE HYDRANT PLUG, HAVE PERMITTED PLANS ON THE JOBSITE OR ANY OTHER BLOWOFF ASSEMBLY a y � 1 ASSEMBLY (TTP) r VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A t ` rte; " FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. 1 159 ; Q. ✓ r ,,. $ DIP W!L(�21.• y'j MH Bs EXISTING MH A27-/\ ,r i 1 FIRE HYDRANT ASSEMBLY (TYP) (124 w w " VAWE 6GATE I r r' 6" DIP W/L � � � 12"x6" REDUCER 8" DIP i l 110 { /fs d¢s s - 12"x12" TEE 1 162# (2)12" GATE VALVE r I ) ( W MH B5 (5) � � r ��' € l M E 9 .t }J Y St%OSANITARY yrjL�ERD. SEWER LANTERAL (TYP)€ _ [ 16"x12"TEE - # € 1721)12" GATE METER , ( VALVE 2) 16' GATE VALVE 1 ' i° � `� �� ` ''`, . /€ --,,....._�.-"�,� ..", �"" TE� � , (NP ) f £ y 1 8" DIP PROPOSED HYDRANT 126 j �µ ._. w ASSEMBLY (TYP) j�j-§ 1w_ !-8" DIP /-MH B8 (5') 1 ft l i "Wy ` 11€ 1 r el 8 DIP - s EXISTING 8" PVC `� €s z FIRE HYDRANT r £ @31' ASSEMBLY (TYP)e € _ . 128 € s MH B6 (5) MH B7 ( ') r € 129 # 130 MH B4 (5')" i5 € # w r' SANITARY SEWER (6)8"DIP EXISTING MH 61 r LANTERAL (TYP) 12"x8" TEE CEpKC�R• r r @79/1 # 1 # 2 12" GATE VALVE FOR # # �. 3/4" WATER t () LE � 2'� € ; METER (TYP) (1) 8" GATE VALVE i ' " € 177 8 DIP rf 17`6 1 TIE TO EXISTING W!L w MH B2 (6) 'y „✓ REMOVE TEMPORARY _ r8' DIP BLOWOFF ASSEMBLY l _ _ 12%V Izw $ TIE TO EXISTING # 12• DIP WA- i r SANITARY SEWER I 12'`N 8" DIP FIRE HYDRANT` ASSEMBLY (TYP) DIP_ 8" DIP W/L { a U14 D1 e 8' DIP W/L 4fi� WETLANDS' .8" DIP \ RIPARIAN BUFFER \ MH �,` SANITARY SEWER SCHEDULE STRUCTURE UP HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE DOWN MH B1 11.62' 259.92 248.50'(8" DIP) MH B2 (5') 248.30'(8" PVC) 402'@ 0.50% MH A10 MH B2 (5') 13.81' 263.21 251.80'(8" DIP) MH B3 (6) 249.60'(8" DIP) MH D1 249.40'(8" DIP) 180'@ 0.50% MH B1 MH B3 (5') 13.22' 270.52 257.50'(8" DIP) MH B4 (5') 257.30'(8" DIP) 264' @ 2.08% MH B2 (5') MH B4 (5') 15.96' 274.16 258.40'(8" DIP) MH B5 (5') 258.20'(8" DIP) 128' @ 0.55% MH B3 (5') MH B5 (5') 17.85' 276.75 259.10'(8" DIP) MH B6 (5') 258.90'(8" DIP) 92' @ 0.55% MH B4 (6) MH B6 (5') 19.47' 280.27 261.00'(8" DIP) MH B7 (5') 260.80'(8" DIP) 327' @ 0.52% MH B5 (6) MH B7 (5') - 17.85' 279.65 262.00'(8" DIP) MH B8 (5') 264.20'(8" DIP) MH B9 261.80'(8" DIP) 142'@ 0.56% MH B6 (5') MH B8 (5') 14.89' 277.89 263.00'(8" DIP) 118' @ 0.85% MH B7 (6) MH B9 6.12' 286.12 280.00'(8" DIP) 242'@ 6.53% MH B7 (6) MH D1 4.79' 255.71 251.12'(8" DIP) MH D2 250.92'(8" DIP) 263'@ 0.50% MH B2 (6) SCALE 1 "=60' 0 60' 120' PHASE 2 UTILITIES TOTAL GRAVITY SEWER: 1,526 LF 8" DIP: 1,526 LF TOTAL WATERMAIN: 1,942 LF 6" DIP: 177 LF 8" DIP: 161 LF 12" DIP: 1,604 LF UTILITY LEGEND SITE PLAN LEGEND -- - - STREAM CENTERLINE 0 0 0 0 0 0. O 0•_ FLOODPLAIN WATERCOURSE BUFFER +Y W 41 WETLANDS + + TREE SAVE AREA N o It # 208 ,# MH D11 � t flIT III 12' DIP W/L ail 12"x6"TEE (2)12" GATE VALVE (1) 6" GATE VALVE 16" DIP W/L t '; 7 174 t TEMPORARY BLOWOFF ASSEMBLY (TYP) I -141H 012 50' NEUSE RIPARIAN BUFFER d 8" PVC 1 PVC T-9 MH 1310 @ l,,•- r °°oonaaoo6odppo CARo ee 000°�y(3 o�ES S j* �'P ""' SEAL 023728 0000 Dh n n� a ngoa°°°o PROPOSED SEWER LINE SAN F I now PROPOSED FORCE MAIN PROPOSED WATER LINE 8"W !T1 WATER LINE TEE N E FIRE HYDRANT @ WATER METER Q REDUCER . GATE VALVE. (9 0 BLOWOFF ASSEMBLY SITE PLAN LEGEND -- - - STREAM CENTERLINE 0 0 0 0 0 0. O 0•_ FLOODPLAIN WATERCOURSE BUFFER +Y W 41 WETLANDS + + TREE SAVE AREA N o It # 208 ,# MH D11 � t flIT III 12' DIP W/L ail 12"x6"TEE (2)12" GATE VALVE (1) 6" GATE VALVE 16" DIP W/L t '; 7 174 t TEMPORARY BLOWOFF ASSEMBLY (TYP) I -141H 012 50' NEUSE RIPARIAN BUFFER d 8" PVC 1 PVC T-9 MH 1310 @ l,,•- r °°oonaaoo6odppo CARo ee 000°�y(3 o�ES S j* �'P ""' SEAL 023728 0000 Dh n n� a ngoa°°°o v n c- 0 E N E Lu z ~ 0 O . L V N - ¢LL o O q z Lu a� �' z a m u1 O D 0 z ul Ln ON ` 4 ro O �rn t> cl� Lnrn J Lu F-- ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. IL o c� �o 06 :� U)o En �0 N o� c � V / a 0 s o w W �c c 0 O N C >_ U �1J < Q N rl _ I T 0 ` 1 0 3 U u „� z o0 O ` t x 3 x 0 Z I z _0 :D Z Lu U z�� 00 L Z ^ w cL Q=, W 0 Y � U H �� J V �--- O 1 0 N Q ~J �c Z > z 0.0 J H C7 a 0 LLCL 0 o D0 Q z U sZ6 0 Z o O c o 0-00 0 O L Q c U) O U)U x 0 0 0 0 s E (D 0 O O 6` a� :3 W U O to U N Q L U O >0 N O a 0 30B N0. a c t 37500 c O a SHEET N0. o a 0 a C3.1 4) A -_c �a 0 O H W > Lu W Q O DATE 05/06/19 O DRAWN BY } B. INGE DESIGNED BY • B. INGE s CHECKED BY i K. ROBERTS • . SCALE 1"=60' • • ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. IL o c� �o 06 :� U)o En �0 N o� c � V / a 0 s o w W �c c 0 O N C >_ U �1J < Q N rl _ I T 0 ` 1 0 3 U u „� z o0 O ` t x 3 x 0 Z I z _0 :D Z Lu U z�� 00 L Z ^ w cL Q=, W 0 Y � U H �� J V �--- O 1 0 N Q ~J �c Z > z 0.0 J H C7 a 0 LLCL 0 o D0 Q z U sZ6 0 Z o O c o 0-00 0 O L Q c U) O U)U x 0 0 0 0 s E (D 0 O O 6` a� :3 W U O to U N Q L U O >0 N O a 0 30B N0. a c t 37500 c O a SHEET N0. o a 0 a C3.1 4) A -_c �a L M -a 0 0 D- 3 z O U) z w x W w z J w f— 0 a O U w U J W E -- w m 3 w z U I It -18 N y (D y a 0 a 0 a� L N m 3 N z I O 0 L0 N O L m " . - ._. - -. ... . ". ... "." --` ; \ � ., '`' °\w \ `\ \ ♦; s � €t � „ ". -_ _„ „„., r," � f ¢ � E i � a a `^`' i j 3' of � l � � � � # t � „. F F �y �� / � .. .• � ` W,3 � � �° � 0 ® `` •^" ,,. � , "` �'' ,,, '` F 1 I ,l� } F ? � � i �i I li _ ` .,, --- "`` ^- .. 4♦. "`- , w.. _ � '° � � � � � �'' � F F / � '� 1 � �� 1 € � '' _,..- �. � _ ,. '°` r.r°'° ^/ � ` r� II � � I � r' �~~ � € / �' F � � `' f � '` ,• f � � t I d ! ! ! � � �1 € � - ''• ,,>-- "..w _.. "` - - " ^^ .,, 3 � � ` f f ''` � f c � 1`® ,: `µ ,,,--.- `"',„ „,rI � j j i F 1 / ,, r F ,-- •,"a� I ,,, .,, ,, __ „ r — »\¢ `` _.-_.- -T_�,_-+rO�t"J - -1"' " ' _r- --- - \ _._ = �= .. �•'�tg_f ._�."""`„„pr_+"�p '.�r��is $.""".'.-" -_ --� EXISTING CULVERT- - _ - NEW BETHEL CHURCH OA ,� M _ � -__- - - _ - _----�_.�_ NCSR 2703 - 60'R/W 60" CMP � _ _ - _ 16' 12" a_ % 19+00 G— - 20+ (2) 16" GA. PROPOSED 16"2 +00 12" G.V. �,23 a 4+0 DIP WATER LINE �µ_^"•`..- " 28+00 i *06 _. - - _ +00 EX. 24" RCP � � : r- �.. � �-•`" :.-- ,' `` ,. EX. FES 400'`" _3 - t EX. CB 411 ` REMOVE EXISTING BLOWOFF ASSEMBLY €�r"'I' EX. 15" RCP � � � \ \.., ,�,, • -� r. . AND CONNECT TO EXISTING 16 WATER LINE _ _ . -7 . ` # ' w \ �F� €, �� CB 405 £ ' 1 t � Z90 § I� PROPOSED 16" DIP WATER LINE 1 EX• CB 412 EX. 24 RCP ,, % " as '`t � � � t j �-._" /�. � ^^ , �, .^' d '°�' � S � , .i ax ', y f � L�s. ,<; { � � g � EXISTING 16 DIP WATER LINE w, EX. 15 RCP EX. :B 404 I W P I '€ f.. I P I U) _ _ : ' _ i E� EX. 24 RCP , r ; = i N ! ri I ,I EX. CB 406 EX. CB 401 1 TEMPORARY ,✓gy p. ! l I ' t % Y , -•. ---- .�.._ _ - L W � � € " � � BLOWOFF �-- - - ! i i 1 o i I �-. - _ O iIi I EX. 24 RCP 117q n tt2 Q t . T t ASSEMBLY p t \ ' * d r i F i£ it 24 RCP t � F ' / _ t I � j - / ° _� . _ 169 f 1 i j 1 /F 1. }_ 1' W r a ! d € 70 , 171 172 � � Li Q � r` � -- �` � l � � t ' � / � � } �, � f r` i t F 1 % � �. °� `\ •' � » .,,`' °\ � 1 "' «.«,,. � --p -`- <., " -» .O W g y k 146 a� t U i { i � 17 � , t \ '\ ti ...,_ `--✓` t t � ! .-^ ..._. ..._ .,.... ..,_. ,,,. t ^-.,''......... J �z`� sv t \ � - � � � E� t � � 2 t 'I f � n s � � � r t \ •.� `� � � 4 � � a'i � � " ....,, A`�' ,,,, ,.... ._... .... a... "..... "' '"" --.... a U: 30( 29� 29C 28E 280 275 270 265 260 255 `4r Q Q M )SED 16" WATER L NEW BETHEL CHURCH ROAD PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' N aO NN NN NN (2} 6 k.2. V. EX. CB 41.1 v 2" G.V. TOP 291.37 O N E ., INV OUT 287.00 (411-41 uj Z 36" IN. 4 EXISTIN C/L GRADE 4" RCP EXISTING GRADE EX. CB 412 MM (o (C/L OFFSET RIGHT 35.00'} TOP 279.37 O� z �O to (o cfl INV IN 276.00 (411-412) EX. 39 LF N\, r to ai INV OUT 275.80 (412-406) O N � Q �4 Lo Ln I 24" RRCP tV N tV N EX. CB 406 @ 3.89% EX. 8 LF TOP 277.37 cg ca NN f ��\ CP INV IN 272.60 (403-406" INV IN 273.20 (412-406 ^ Ncm @ 6. 6% co � INV OUT 272.40 (406-4}1} EX. CB 401 TOP 277.37 INV IN 272.2 (406-401) EX. 183 LF INV OUT 272 00 (401-404) 15" RCP EX. OB 404 @ 6.00% v, TOP P73.96 INV IN 270.50 (401-404) 18" MIN. INV UT 270.30 (4044( EX. 37 LF 15" RCP @ 6.95% 16"x 2" TEE ,N. a, N aO NN NN NN (2} 6 k.2. V. v 2" G.V. O N E uj Z EX 32 LF � 4" RCP r7 cri (�� ai MM (o 0.62% V, 01) o O� z �O to (o cfl �O ui EX. 39 LF 18" MIN. r to ai ti'n O N � Q U) W Lo Ln o 24" RRCP tV N tV N e @ 3.89% EX. 8 LF LO (o NN cg ca NN 24" CP rn tin cfl `cm ^ Ncm @ 6. 6% co � ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. 305 300 295 290 285 EX. 56 LF -J 24' R� @ 1.78% .PROPOSED BLOWOFF ASSEMBLY STING CULVERT '75 70 65 260 255 20tuu ZI+UU 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 *M 31+00 31+50 5 0 0 PROFILE SCALE Es"sI0 Lr�°°°o 0237287 " } C O ##n aVLO o u ng°°°° v Q _ O N E uj Z 2 r7 cri (�� ai MM (o Q� cri V, 01) o O� z �O to (o cfl �O ui r� to O r to ai ti'n O N � Q U) W Lo Ln o N co N tV N tV N tV N tV N t0 NN cfl LO (o NN cg ca NN ti, (o (o NN cfl NN rn tin cfl `cm ^ Ncm �- Nni ^ N- co � c� ^ 1. Nit 20tuu ZI+UU 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 *M 31+00 31+50 5 0 0 PROFILE SCALE Es"sI0 Lr�°°°o 0237287 " } C O ##n aVLO o u ng°°°° ui O W > W W L) o z O DATE 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE H: 1" = 50' V:1"=5' o -0o C6 oEn ~ Qo N to 0 O z �F- t!) uj a0 y O W X �` C: (D a y W 0 Lr) f CL c 1 T 0 ; U y z J �y CLO d O 3 X N z I z W 0 v4 a�' U ., z 00 s z 11-1 O W 4 _U H< Q Q o MC Q ISI W OT c 00 Z >� E. J - I 4 (D = o41 O Q c u-UEL 0 OO L. Q m U � o O z = F- U : F F0 Jv 0.0 0 TW >o ZCL i C U 7 O Q W a °' ?:o CL cn U 1/ li :3 O U X � W r FE z00 o O a c c � 0-0 E o 'cn - U N a U> a 0 JOB NO. v 0 c -c 37500cn y c O _a SHEET NO. Q 3 a� a C3.3 r F- a v Q _ O N E uj Z 3 a W WUtoN ¢A—o z Wr0 m 0 zlu �� go5 a Q�gr U) W oC ,y �n z O C c0 U) O W �rn Lu Ln 0% J F ui O W > W W L) o z O DATE 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE H: 1" = 50' V:1"=5' o -0o C6 oEn ~ Qo N to 0 O z �F- t!) uj a0 y O W X �` C: (D a y W 0 Lr) f CL c 1 T 0 ; U y z J �y CLO d O 3 X N z I z W 0 v4 a�' U ., z 00 s z 11-1 O W 4 _U H< Q Q o MC Q ISI W OT c 00 Z >� E. J - I 4 (D = o41 O Q c u-UEL 0 OO L. Q m U � o O z = F- U : F F0 Jv 0.0 0 TW >o ZCL i C U 7 O Q W a °' ?:o CL cn U 1/ li :3 O U X � W r FE z00 o O a c c � 0-0 E o 'cn - U N a U> a 0 JOB NO. v 0 c -c 37500cn y c O _a SHEET NO. Q 3 a� a C3.3 r F- a - -... ._.- --«.. .".'" '•-,. "-' �. ' """,,, „ , �,-`^-�~ ',,,,• '`' � � � a :F � � .s• � b�$� /' ,,,„- ••"' �, .dam' .r'' - #i � `1 '_ .# ..,,,- "£�, � "„" A�`� i �? i `•^" ',.`� 'y `�''' � �\ �, �e \� ' � "' � # � 1 3 � i �- �/ 1 � %` 4,,,e � � - 1 1 ,,. ,,\ ,.,,. ' ,, ,." „ e , .,. � ,, ,� \ •-- ,,,-" N"' � l 1 � .,, "£W�{�`= 1 � ��,�'955 ' r � � ..�' .r•, "." / � � , .,... �''b^'•'»--•- � �,„�, �; ,,,,,,,, i ;a€ �'`4g � J;, ,,.. � � t s � ..ems'" S r r 1 112 _ / O $ _ (1D;)6 . ^"'"„"fes°'„"• ..... .' '\ ` J'b .0 w""g'°'s^ # s 4 S: b 3' S' s 1 tj 4 k St 3 fr s k k 1 'mw y,; �° i �,. .,+a' ,,,.? �' .✓'�" �� .rte^� ^n .», � � \'^ 9 � @' "' �' y....--r^"'� � ".'• '" " S 'i � �n """ �, "` °g ' f 1`� `, _ , A w^ "4r 'r / � � St. � LE '"° .., 1„ '°' ,, % f - -j,B. � v,,,. """ � [ \�££ Ii " �� '� / \ \\ \� -.r.• t ( r t t �I ' t 1 - ' IIS 114 ;157 � � `� _ `°� ` v / � @ts\ /141, ' � i \"\ � / 1' F r`✓' °. � O `J' � i � � ice" � `4 'e,, " ✓ € 1 � t j' i � P 7I 200 114: 1 ,- \ \16 1 ! i li p `" _ d �\ � *. gra • � � �, � t \ `' ,- � 4 � 1 � 4 ,-�� t � t y � `� �j ,,,- "" , � �*� l �d"�.^. i i `r rn � \ �'' i \ � � � � � $� f "4. ®•'`"•Y """ '`�. \ 1 - I 9 ` 4`4 t..",,: o,= .o f i / "' "`' t :". py, 1 �\ '^" # Y'.. '' t � � � .�- � � I �� „^'•" " i �� ; , � � � s � io, f r 9 t 1 - t TIE TO EXISTING GRr ADE \ 2 t� s r ✓''✓ Ir'" - € I iy €�9 1` I s i ¢\� / * i 1 I 4 / �� I l ` ZBT_ �r I 1Ijt' � '.,., --°�, � . � '�� 9 �• ``mob.. � � �"'' 1 � �� ,.,.. � � � t" 6 � ( i � 4 '` � 4 � ' 4 € 1 � ) � \ '`^ , �� .N i � � I j EX. CB 411 §4 i5cv _ t f I 1 j f ' ✓ d Is \ Itl'#t \ 1 8 15" RCP 1 "' i �"~ ✓ �� '�".�. � � �z� f � 1 ,... `' a, --. t � � � - �� ` � # -..-. � t � .. � � f ! i � � � \ 28s � £ � 1 tt � �' f e- ", .. _ s, 1 024�. # `� � � .�"`"/ d EXISTING STORM DRAINAGE °' �' � 4 X60 ` 1 a € ,_. ,_. ,.,....,.. •-•- CB 409 CB 410 •Y - � ,.„ p rj ; ; ? _ EX. 15 RCP t s / \- i i I t " I \ ! I r 198 ! \ 1 \ \ £ l CB 510 .� 117 �` � � 137 I ? 1 � \ \ I I l }• Rf ® ,, o i �8 281 n 9 P� '•" � 4 .,.» ^` / 4 1 °%m>q,. e^.. f .",... .... .,,,,. ] _" , z�..: ,r 1 pr ip^( j, \ f<a, `-.,;-.l �' ;;r ;•m. '. \`.. ""^ ! �� -� # �, '°" o. , p ./ tip- I ,",,,. •-- ...._ 1 "'} _'� �= ---•-- 9 A / f f -"" a ` l '� / �' °'"^_ M` j •„� `" '' "* ,,/ `r '�''r�'ri`"-;;,Ma ; a,. a ..," ,''`` -. w-" "" o' � \ `,' a... � �• '`«. `" I � N d , „ ". � � � I ", ".^- _ 8 ,»1 -'"` � •-•»m.., € t ,...` �x f � � f f }. I `m°� '",� ° f '...: `"`w. w �.`. � ,.x '.. ^"m '".'. l." t"' •..., ., � � .„•" ,,,. � "`"- � -m -«. ",.._ "� ..... ...._. ._.... .....,, � "/ � 1• // k ✓ f � °;-. 125 t. ✓' 8f -.., ,..„„, .„„ ^-,,. ..., -`.. .�--- „,,, ,.,, •,w. " .,. f I ` ' 4 � ; �% � �, j+ � ."--....... ."... � � ^"."��..., -- ""'"'m" '�.� ""..,,`-_. < 8� '^` ^'. � ,... �"`°°..a \ `v j .r ,.�, `` � � � � .,..-. .,.._ .,.q •__ ",_ ._... _,.., mow^.,.. - �"" .d �' .� d `.."' � a.. _ w t µ �, ,' e / A t CB 507. ' / / \ a P �51, i TIE TO EXISTING GRADE ". / 1 d` / /f / r 1 d ,' r` €/ ✓ I .moi } ry11k .�` �, ��-.�a�"''��., '� ``\ '�� "�,'°`� "� / F / t �� ,.- F� "� � ✓ ..� d '� r .,,, .r / ,�' � mO I �13021. 11 26 /a 160cm \ �`�{ EXISTING STORM DRAINAGE I ""'�.�� o. " ��-" ,� � 1 .S ; � �" _. ""G1R• �,,.� �� _.. N �- � � � �-�\� ,,m CB 502 .,.�, ,� r ,� s '�...BEL1.E'•.••.• t I 1 T` ' 265 -CB 505" •, .� � � � �, \ � _.� � �� -- �, "�' \ �\ � 260 .� _ - - , _ � Q �' �.� 'rr � ��., � �,. ,� �.. µ ,�.. 504 ` 1 1 \ i `� t m` _ t�^ ,� �"° .,,, � � m •�,.,. ,„� `" "` "°°' A„ �~ � � � � � 2 � �„ � �„ �,. � �. �. � � � � a `" 2 ,,,, � ,,, � ate'" , � ,,• ,,, yg � y �. ^` .... _"..,,.,,, `�'' a•' �,. e-.. ,.�. .�. 260 f � m � ""... ,_...� " ,.� � e,,""_ � " 1 '^'.' .� � m".' ".^.,. mW"m � .�%, wr'<• ^"wu.�� (' //� � "1 � p� ...,,. ."'..,,. ,,. -' -.. �G[�.✓ .a�'� ..�"'.M'`.�, �"w "4 �`�w"'Sm., _..... y �, J- 2`/ e �" ` WALL DESIGNED BY OTHERS DRAINAGE ,,�.� iw WALL DESIGNED ', �. BY OTHERS ,,m � -m. " "A ,� ,,� � JCS tM �"i �.,`�`�, ..'� ��\, � �`,' `' " �• ..� O 16.5x55 x36" \ ... ; PLUNGE POOL WITH FRENCH CLASS 2 _ DRAIN TO OUTLET RIPRAP ' ' . \, �� SEE DETAIL ON SHEET C7.$ D50 0 � CB %10- 08 - ... EX. CB 412 r ..„., .,,,. ».. ,,,^ 2�6 , ,Y�.,•. �� ,. �� ,.. _._.......... 15^" F2CP ?y '� _N EX. 15" RCP ;� € 1 f t .�. 'f,, ,� ` "`m.°°� � tz- -CB 407 P CB 508 . " 19 �'.o.._. ..........._ EX. CB 406 r £ n t EX. 24" RCP CB 403 `�''9 r I w M s -1 "prPt Om t a - s 189 """" ✓£� 1 TIE TO EXISTING t ,r - ;f _ ._ ..� -- ,,--_. �-" -- •-_ _, STORM DRAINAGE EX. 24" RCP EX. CB 404 € - EX. 24 RCP 1 ry 333 -.. rEX. CB 405 I I' i ' EX. 24" - ,,.. .,d'� � ,.,, "" � ;�" PI-iASE 2 •"°�' """" EX. FES ,.. � ,/' •io�iie' �F.,,`� .,a��`' �... �„' '�,,�. `� '" ,� � �,\, `" �' \ Ili � i I�,- 1 "`- »m _ ,. i• j I m ,.y,", w PLUNGE POOL WITH FRENCH�"`. -- 1 DRAIN TO OUTLET I: {SEE DETAIL ON SHEET C7.8) 1Z € \ 50' NEUSE - € i r _ , RIPARIAN BUFFER • w wr FES 300.. t rtk i -� € i`\\ 'y`''.�``i� , r � 1 Yom' ,. �' ,� ,,,,. / � ,,,, .../�r' > - ,�' ,' .., -- -�-• - "x � � � ( � t °`. -- If d DUAL 72" \\<' 24" /yip RCP I ,,f s r r ,�° ,«• ~« `s \,,, „„ `� � �`'�,� _ � .FES 1000 c � ""''� ,\ `'�... '\`'`,,, � `�" \,�< ,,. `�., �""" ,",� '"\ �• � w, 3 r /,�* � f � �S -;, y I � `�� I1 'I � - .� �`. PLUNGE POOL WITH FRENCH DRAIN TO OUTLET (SEE DETAIL ON SHEET C7.8) d "',," ,• / .' �,»^ ",. *._ „.< `�' _ ..- µ , "" � "��`^,..«'�,,,, 24 "3 _'_ �\ \ "` ,, -�`� •--. .,,, ., "`\ `'`� ''`\ + •,w �``'k ```�y :s � f ! 9,, � %j � � `" 11� �� iii l I r r "^ \ • '•�``�� \, CB 301'---^"• , t`"3 � t 6. � � '- '*�,,," 26� ¢0 \ CB 1001 \ 1 - _ - \ -S6 WALL DESIGNED 15 RCP: 1 1 i \\ � � '°• '`"' a '\ r r r ,,. "`,.. e � 7ly f � ..,. �^` � z f � r � ✓ ,� ". . 50 NEUSE � r°" ".- .,.,,, ,F• � a r ' RIPARIAN BUFFER / r " ". - C� #$� w o• ` I 1 'l 1 . f r t i d ✓ \ �- r r / • g BY OTHERS � � .., .-^ �-~' �`�,t "'� „ -' r " . •m"" ,. ` u t y0 �� ;s �` � ", \ „'� -- "",," `.a. .,-•°k--.., -.,, ,- ` r"..;� �, ``\ ``n, ��„y� h � ` � „� I ( a`° � £# � �.. � l 1 it t ' � 4 ; € I € � I ' r 1, Q ` / 86 257. / '; 265 CB 303 i I 269 d i 212Ilk z ',,r / ` t r CB 1003 ��/ ` .� a � .� i � Y' .w- "`,,,;, 70 `\ � 1 I g Q w t _ - \ \�.�xez � F �a tl I'^ \ f 1s t mti€I, 0 Y 0 d 0 0 L m 3 0 z I 0 0 Lo r M N 0 m L STORM DRAINAGE SCHEDULE STRUCTURE UP HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE DOWN EX. CB 401 5.37' 277.37 272.20'(24" RCP) CB 406 272.00'(24" RCP) 39' @ 3.89% EX. CB 404 CB 402 4.51' 279.21 uj 274.70' (15" RCP) 32'@ 0.62% CB 403 CB 403 5.70' 279.20 273.70'(24" RCP) CB 408 274.50' (15" RCP) CB 402 273.50' (24" RCP) 122'@ 0.74% EX. CB 406 EX. CB 404 3.66' 273.96 270.50'(24" RCP) CB 401 270.30'(24" RCP) 82'@ 6.86% EX. CB 405 EX. CB 405 5.09' 269.59 264.70'(24" RCP) CB 404 264.50'(24" RCP) 56'@ 1.78% EX.FES 400 EX. CB 406 4.97 277.37 272.60'(24" RCP) CB 403 273.20' (15" RCP) CB 412 272.40£ (24££ RCP) 32'@ 0.62% EX. CB 401 CB 407 4.04' 279.04 269.40' (24" RCP) CB 508 275.00' (15" RCP) 29'@ 0.69% CB 408 CB 408 5.04' 279.04 274.50'(18" RCP) CB 410 274.80' (15" RCP) CB 407 274.00' (24" RCP ) ' ° 43 @ 0.71 /o CB 403 CB 409 4.08' 283.08 271.95'(15" RCP) CB 510 271.95' (15" RCP) CB 511 279.00'(15" RCP) 29' @ 1.03% CB 410 CB 410 5.08' 283.08 278.70'(1 5".RCP) CB 409 278.00' (18" RCP) 113' @ 3.09% CB 408 EX. CB 411 4.37' 291.37 287.00'(15" RCP) 183'@6.00% EX. CB 412 EX. CB 412 3.57' 279.37 276.001(15" RCP) CB 411 275.80'(15" RCP) 37'@6.95% EX. CB 406 EX.FES 400 2.79' 1 266.29 263.50'(24" RCP) CB 405 STORM DRAINAGE SCHEDULE STRUCTURE UP HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE DOWN CB 501 5.83' 259,73 254.10' (30" RCP) CB 503 255.15'(15" RCP) CB 502 253.90'(30" RCP) 174' @ 6.28% FES 500 CB 502 4.08' 259.58 uj 255.50'(15" RCP) 34'@ 1.04% CB 501 CB 503 5.67' 261.37 255.90'(30" RCP) CB 504 255.70'(30" RCP) 130'@ 1.23% CB 501 CB 504 7.69' 264.79 257.30'(30" RCP) CB 505 257.10'(30" RCP) 144'@ 0.83% CB 503 CB 505 7.95' 265.45 258.00'(24" RCP) CB 506 257.50'(30" RCP) 40' @ 0.50% CB 504 CB 506 5.99' 270.79 265.00'(24" RCP) CB 507 264.80'(24" RCP) 192'@ 3.55% CB 505 CB 507 5.70' 274.90 269.40' (24" RCP) CB 508 269.20'(24" RCP) 137'@ 3.06% CB 506 CB 508 5.71' 276.31 270.80'(24" RCP) CB 509 270.601(24" RCP) 93'@ 1.30% CB 507 CB 509 5.13' 276.33 271.95'(15" RCP) CB 510 271.95' (15" RCP) CB 511 271.20'(24" RCP) 32'@ 1.25% CB 508 CB 510 4.14' 278.14 274.00' (15" RCP) 39'@ 5.29% CB 509 CB 511 4.17' 278.47 274.30'(15" RCP) 143' @ 1.64% CB 509 FES 500 2.88' 245.88 243.00'(30" RCP) CB 501 a • 1. PROPOSED DRAINAGE SYSTEM IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND IS SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND PERMITTING. 2. ALL STORMWATER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF GARNER STANDARDS AND SPECIFICATIONS. 3. STREAM AND FLOODPLAIN BUFFER LOCATIONS ARE SUBJECT TO CHANGE UPON DETAILED FLOODPLAIN ANALYSIS. 4. CONTACT CHRIS JOHNSON AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS. 5. ALL STREETS UNDER CONSTRUCTION DURING ALL PHASES SHALL BE CONSTRUCTED, DESIGNED AND MAINTAINED FOR ALL WEATHER DRIVING CAPABILITIES. THIS SHALL ALSO INCLUDE THE FOLLOWING: 6. ALL STREETS SHALL BE TEMPORARY OR PERMANENTLY LABELED WITH MINIMUM LETTERING OF 4" IN HEIGHT. 7. EVERY RESIDENTIAL LOT UNDER CONSTRUCTION SHALL HAVE A NUMERIC ADDRESS OF AT LEAST 4 IN. IN HEIGHT. 8. CLEAR STREET WIDTH OF 20 FOOT WIDTH. THERE SHALL BE NO STORAGE OF CONSTRUCTION MATERIALS OR WORKERS PARKED HINDERING EMERGENCY VEHICLE ACCESS. SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN / WATERCOURSE BUFFER ' WETLANDS + + TREE SAVE AREA SCALE 1 "=60' 0 60' 120' ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. O�pppp400000p00 CARO °O°o o 'S� s0�j`'SSIO •• �erc�oo SEAL 023728.E • o a „7 • o 4 s '� '�' •• Oj o ooO f4 .•••NG sN't OP° QOh QoA1QpR°moo O d -00 C6w a� N �z N o � c � V J L c 0 ° w W -6 c c o o c c Ln Cn z L° 0 � � Qac TL 3 U y U a- o v, z Ll.l o L_ C96 x L n x U G N z I z Q 0 ami L �z°0 �o6 z ( ) L"� 3 W ��/ Y Uuo I---1 H � o 0 0 tY c Q Ly >, c 0 0 z�cz E _ U H V O O C)LL(D n-� °C0 0 z z U '-' N o 0 z Z �Q:� �a -0 ° O U T C Z o oC � U a� 0 aN o N U � o o� L o 0 O 6 c E o 'Fni co� o •U 0 >0 0 0 JOB NO. .0 0 L 37500 N N c 0 0 SHEET NO. a a a� a C4.0 L C 1- a v O %D � O E N Z Q.21 3 uj w ate- o z O �m Zfy _ri CL W �OOGG�LL 0 0 a o Ln z 0% O ,2 F- •L � H O W 4� ulrn N O d -00 C6w a� N �z N o � c � V J L c 0 ° w W -6 c c o o c c Ln Cn z L° 0 � � Qac TL 3 U y U a- o v, z Ll.l o L_ C96 x L n x U G N z I z Q 0 ami L �z°0 �o6 z ( ) L"� 3 W ��/ Y Uuo I---1 H � o 0 0 tY c Q Ly >, c 0 0 z�cz E _ U H V O O C)LL(D n-� °C0 0 z z U '-' N o 0 z Z �Q:� �a -0 ° O U T C Z o oC � U a� 0 aN o N U � o o� L o 0 O 6 c E o 'Fni co� o •U 0 >0 0 0 JOB NO. .0 0 L 37500 N N c 0 0 SHEET NO. a a a� a C4.0 L C 1- a O t7 Lu w w Q Q z O DATE 05/06/19 O DRAWN BY B. INGE } DESIGNED BY • B. HUGE • CHECKED BY K. ROBERTS . SCALE i 1"=60' • O d -00 C6w a� N �z N o � c � V J L c 0 ° w W -6 c c o o c c Ln Cn z L° 0 � � Qac TL 3 U y U a- o v, z Ll.l o L_ C96 x L n x U G N z I z Q 0 ami L �z°0 �o6 z ( ) L"� 3 W ��/ Y Uuo I---1 H � o 0 0 tY c Q Ly >, c 0 0 z�cz E _ U H V O O C)LL(D n-� °C0 0 z z U '-' N o 0 z Z �Q:� �a -0 ° O U T C Z o oC � U a� 0 aN o N U � o o� L o 0 O 6 c E o 'Fni co� o •U 0 >0 0 0 JOB NO. .0 0 L 37500 N N c 0 0 SHEET NO. a a a� a C4.0 L C 1- a _ , � _ � \ ^w b a r ,262 '..,»-<* .r ",. r ..- , _ ..-. ""•" �,`° r ., ._.- ...,- ..w ,,,_, ^-, ^.,. ^,... ,.. � \ '�q a"*., y „.. .� � r Gj"'.. u.;a,.,,..�.,,,,_ '""'_-.,...„^ �r {� '0, r' ".., `*. `.. ``',"'' � """ '' � '\ f u-. .,. _ - . - < _ `<. °"._., _,_ ,,_ _ ..... E� `^• Z -.1 ^.. � � 1'., `\ <*, ^ ..� \ 1 �„w � ' he '^ `" � �. � 278 l_LC.•� --- �, ,„` � . �\ \. 261- _ \}FRENCH DRAIN TO OUTLET SEE DETAIL ON SH ETt 2 ..°" _,' ,,, "`" ,,. *^,.. ^M. -^ ""^+.° mow,` „ ,. -.- .,. ..� e.. ,.'" \ ~ �`+ \ '`' °,., •,. \. 3 ""'- k. t \ s 265_ 259 _ 50' NEUSE e- RIPARIAN BUFFER�', \\ M •{ _ _ _ 270 \ \ .w^' _ .r '" - „„.<. '"�`" _ ._... -'-- --- `- '^- -...., ,''•,. � "� „„ `' `_ . m^ \ 1 ( \ � s \ "' '"e` \ \ � i «'' ,1� �o 'i •-a., "^. µ € _.2t.� --'" � .„a `-• '" ", \ ... <,., ... „ ,,, „„ .�° v., "e.. a 4 INV OUT: 238.00'k .€ ` 2c5LL w _ _ ~\ 280 .a^""y' .✓^ .,^` .-.« ,,,,,,, ,,,,,, ,,,,,,, 16. R 5'x55 x36 51 RIPRAP D50 =14" WALL DESIGNED BY OTHERS y � °�,.. �n " .„. <,.....a , , _ .,, -., , ..w `� ! •,, \ WALL DESIGNED 4 i''. INV IN: 239.00',b THERS _:, 4 2� BY O r INV IN: \FES 1000 \ l 1 - PLUNGE POOL WITH _ _ _, - \ '. � �° �. , .. `�'a' - ''��-� � \'`' i ,��_-� "` `' .'.. ,.. .,,, � , "`-"b, ; � a� i k`3iq`... °-.`. TIE TO EXISTING r _ \ \ q I i _ FRENCH DRAIN TO OUTLET ,f r 1 LF ;, _w; �{ 110 \ \ \ `` `STORM DRAINAGE _ \ \ t 1� r {SEE DETAIL ON SHEET C7.8) , �.CB 1002 M,}4 ;.' ` i \ \ \ \\ ~" 72 RCP � ' c _ � �� \ \ \ \ t x I i r r @ 0.99%, /t c f l d j , ~... \ \ ` ?8p \ `• \ t. \ t t e ' '" 24" \1 £ 100 LF r \ \ t 72" RCP. o4 \� \ € /"-�- �.. CB 1001 \ @ 1.00% � ,'-- -- � \ ,� '� 1 � � � '� �� a �''\`�° `� III I t % ✓ � . 8 _`� .0";�,�,,u, l lt I PLUNGE POOL WITH I \ t t s 1 t\' i FRENCH DRAIN TO OUTLET I i i` a CB 1003 {SEE DETAIL ON SHEET C7.8}dfj\ f 1 t P � 1 I -, 3 1 1 i I 1 I 1 t ( P t t i P � , I 1 I I I I � � 1 r- .' ,<.., o � �� l � �� 3 '` F�'r % �N �\..,,�^~ -- t1 �. � ,'�` �� `' H� . ,.. .�a,m'"',� � . �� a• ,*� � "ice `. -, �` �� ' f WETLANDS �; } \ S9 _ "<S � � i 2/Qs TSA! `� � y � f f 4 ? k+. .w.:»»g. � � N w _ d � � Yl� 11 `� -.. 4 � FES 257.00' �/� �.,,- 4TW'BW t 1-25, 1 � 18r3 '� r WALL DESIGNED BY OTHERS °264.00',- 24" RCP '24"RCP I BW 259.00 l / I 1 1 t 1 �„` �- t < ° � � fi € # � t , � € � r --_ ... y ,� ,. .. ; � f _. < � ^--• `�s. ,€ ""� z g ~_ l ? � 6 < 255.00 i `i ! � 1' „a � < \ �Q\\ 1 1 g 1 f 11 I 265 r 256.00'. .. _. ' ? t s d j �i i_ a l 1 I J r 12x32x26 WALL DESIGNED s _"H,. b ~� ti €; t \\ M WALL DESIGNED' , r I I I CLASS 1 BY OTHERS 1€= i 1 E i' j€ 1 �. `; Eie I? lr s I 265 l \\ " BY OTHERS 4. a f RIPRAP `I i i \ f! 1 \ I t(a I D50=10" i e t= I Sas 4 I r / RCp I P INV OUT: 248.00' 1 I I so # \ v €, �3 N 1 {�# ~ INV OUT: 25_6.00t� y N a 'i '& 4 I / ^-•, i'. ^� ti,. ""`w� - \\4165- 27 `V , .-^ P °�. � f a 90 LF f € I I \ I I ``" �b b,, 10.5'x28 A26" '` t A ~ 5,' RCP \ 1 i t i 1 1 i / CB 1004 ` 2 € i / ? �- �` - CLASS 1 4 \ " ,r r ,: S4 ` >, I i r 270 .. `� t \ 24 RCP' \ - \ . \ \ @ 0.89%' " / i j _ _ RIPRAP ' 1 ! "� \ ' r� I ` I I; I u D50 = 10" \ 18"R4 k�Hm -,w`` t w CB 201 __ _ H _ I I 112 50 NEUSE ._._ _�_ \.O r 1 1 BUFFER 266 / 1b ti _ 18" RCP 1 ' CB 204 WALL DESIGNED t y S ^" "`\ d BY i \ 4 - - CB 202 CB m, i r ✓ \ \ \ / i I __<,_ CB 1005 r i \, b 91 LF CB ! Z6 I f { <` 308 i r A 15' RCP t � \ £ �< -' ,.,- "" t € € t ,.�` ..�. € , � \' 48" RCP i \ \ `15 1 i t t k r I A. WALL DESIGNED / r 265 r I- _�� @ C 268 P s # / _ µ �, " 0.55% B 304. 9 � �'194 \ 265 > BY OTHERS ' I �. �, S {if `'^\ _ ,.,- < , i �, � / ,� � � t �j �,. `\.� � ,^a s` � ? s t if r� 1 � ...` � � s-, ,,, �\ , L 'INV IN: 256.50 � *% i � � 4 -�- � �° '� . " "�''' � t 'j ` t I 1 � j I# t/ X270 r _ _a " ,.,, 200 7 pp 11 199 z rz € 11-610_)3 I jr i b� °Y ✓ttf S`r%. 1� _ \CLASS B s \ \ t RIPRAP 1 FES 1100rr;xiD50 sw--Z- ` S' k \\ i.w, m _�. - � � �c�� ✓ \ , \ ` i t \ ' I 1 I t 24" RCP J DI 1101 / r 24" RCP a er`� r r DI 1102° -- _. _, °� l �c°sg � . � It.t t' ,t .� ,• ,.� k � ✓ � �' ,, ,� � „�-...�� ` ,� � --._ _. _ � � i r ,;€m< i 1 " � '' r '' � --' `- ` .� � `` ,. `''< / �F` % `, I l \ I 1 r \� if i 7 t t s I s 0 4.. r c a \ \ \ I� r 1 F r / r ✓ .. l 1 f r! l l P j (' / r t t t d t1'a 1t/ f /' ✓ _ `` i J t /t I j 1 t f / r r w` • r f s 1 i s ! / #! t � } � � I I / t � 1 t j �. i f � � / r `" '"' r ✓ r ,- --- `.,, ,`^ 'tw <,�, � � � � d, ! -"' l t t 1 r � £ { _ �, � t � / � � -... �,. I � t q. J `" „„ `' -'.„ ``°" ar w., �^ "<' <, \, � � � ; I I 1 t l ® r r ""' � ` ;, � ,$ g" . •� � I � s t 1 £ / r ,✓ I 1 1I �I ,��\ ... � K ` . e^. m <, a 11 y r 6 t i \ � i 4 i 1 r ,� €' '`! .' `" V a �\ \ / / f � r r ..... i I 1 J t £ � t '' l : 1' � ,� ✓ / .; � ( � r I � /,r -< O � I � °°`«.. ,, ,,� \ � �` � � � l � "` �. '+. � � � i � t � � � I I � � �' 1 ,,,.j „ M, \ " `, ,' `' / ' �, I 1 � '""' ' ,� a� 3 � � < ': � 1 �� ,., � � i i '� I t / � / � � i � 1 / ,. `� ,� � < � 1 / ` \ � .� •. z N CL Q -"` --^ " `` , \ � � i t t II � ` -� � �� °._,..'. -"" . '� �/ � � � � a # � 1 � t � � � "~ � / �' r � ` `\ � � `•' ` t � � e � � \ v Z \ F / ® \ \ \ \ ✓ t t t / i / P a IL i vi L STORM DRAINAGE SCHEDULE STRUCTURE UP HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE DOWN CB 201 9.67' 263.67 254.20'(24" RCP) CB 202 254.00' (24" RCP) 190' @ 1.58% FES 200 CB 202 9.17' 263.67 255.00' (18" RCP) CB 204 258.50' (15" RCP) CB 203 254.50' (24" RCP) ° 32'@ 0.94 /o CB 201 CB 203 5.29' 266.69 260.50' (15" RCP) CB 304 261.40'(15" RCP) 79'@ 3.69% CB 202 CB 204 4.85' 261.65 257.05' (15" RCP) CB 205 256.80' (18" RCP) 187'@ 0.96% CB 202 CB 205 4.55' 261.65 257.30' (15" RCP) CB 206 257.10'(15" RCP) 5'@ 1.01% CB 204 CB 206 4.05' 261.65 247.50'(24" RCP) CB 1001 257.60' (15" RCP) 32'@ 0.94% CB 205 FES 200 N/A 253.38 251.00'(24" RCP) CB 201 STORM DRAINAGE SCHEDULE STRUCTURE UP HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE DOWN CB 301 5.21' 264.71 260.00' (18" RCP) CB 303 260.25' (15" RCP) CB 302 259.50' (24" RCP) ° 151'@ 2,32 /0 FES 300 CB 302 4.92' 265.72 260.80' (15" RCP) 67' @ 0.82% CB 301 CB 303 4.46' 264.71 260.50' (15" RCP) CB 304 260.25'(18" RCP) 32' @ 0.78% CB 301 CB 304 4.07' 264.67 257.85' (15" RCP) CB 1005 260.60' (15" RCP) 6' @ 1.76% CB 303 FES 300 N/A 258.38 256.00' (24" RCP) CB 301 261.00'(15" RCP) 64'@ 4.93% CB 1004 STORM DRAINAGE SCHEDULE STRUCTURE UP HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE DOWN CB 1001 8.13' 255.93 248.00'(24" RCP) CB 1003 248.55'(15" RCP) CB 1002 247.80'(24" RCP) 47' @ 0.64% FES 1000 CB 1002 7.03' 255.93 248.90' (15" RCP) 32'@ 1.09% CB 1001 CB 1003 8.20' 256.70 249.00'(18" RCP) CB 1004 248.50' (24" RCP) 78' @ 0.64% CB 1001 CB 1004 6.95' 264.55 257.85' (15" RCP) CB 1005 257.60' (18" RCP) 221' @ 3.89% CB 1003 CB 1005 4.68' 265.68 261.00'(15" RCP) 64'@ 4.93% CB 1004 FES 1000 N/A 252.88 1 247.50'(24" RCP) CB 1001 1. PROPOSED DRAINAGE SYSTEM IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND IS SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND PERMITTING. 2. ALL STORMWATER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF GARNER STANDARDS AND SPECIFICATIONS. 3. STREAM AND FLOODPLAIN BUFFER LOCATIONS ARE SUBJECT TO CHANGE UPON DETAILED FLOODPLAIN ANALYSIS. 4. CONTACT CHRIS JOHNSON AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS. 5. ALL STREETS UNDER CONSTRUCTION DURING ALL PHASES SHALL BE CONSTRUCTED, DESIGNED AND MAINTAINED FOR ALL WEATHER DRIVING CAPABILITIES. THIS SHALL ALSO INCLUDE THE FOLLOWING: 6. ALL STREETS SHALL BE TEMPORARY OR PERMANENTLY LABELED WITH MINIMUM LETTERING OF 4" IN HEIGHT. 7. EVERY RESIDENTIAL LOT UNDER CONSTRUCTION SHALL HAVE A NUMERIC ADDRESS OF AT LEAST 4 IN. IN HEIGHT. 8. CLEAR STREET WIDTH OF 20 FOOT WIDTH. THERE SHALL BE NO STORAGE OF CONSTRUCTION MATERIALS OR WORKERS PARKED HINDERING EMERGENCY VEHICLE ACCESS. SITE PLAN LEGEND _.. _ ... _ STREAM CENTERLINE FLOODPLAIN WATERCOURSE BUFFER 41 WETLANDS L % -r % + TREE SAVE AREA SCALE 1 "=60' 0 60' 120' ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. OQ�ppga0000884,0 CARO X00 o0�y0�,O ESS j� Lr�-0000 �. veep • 023728 / q O • q 0 OOO j ••��• :1� ��•• 0,5w �O 0o th� o00 Mg,0 O�oDDD000a-p0 ami O cz : O N ,fl Z N o� c � F- d 0 � o W c c � a � c Ln Cn z �� a 1,0 <Q per J U v O 3 a z uj o O 3 x m Z I z Q Lu ° U) U 0 L z O Lu Q J o a < H uj a o of Z E H <:3 (D .1 FSI (D Q a O C) u- c� � oc o o 0 Q z z �� Na 0 Z F- Q 5 m_ 0 O (D ° 0 Z L O a� o N O CL 2 ° o U*' x v a� L O O 6` E O N v � � U a� g w o p N )OB NO. a 37500 a N a o SHEET NO. C4.1 �a O P �N a � � o ry E E W Z Q •� 3 Ww=r4 LL < o z Cie O 2 amu. W O 0 � z =- O H L i6 O W � �rn ami O cz : O N ,fl Z N o� c � F- d 0 � o W c c � a � c Ln Cn z �� a 1,0 <Q per J U v O 3 a z uj o O 3 x m Z I z Q Lu ° U) U 0 L z O Lu Q J o a < H uj a o of Z E H <:3 (D .1 FSI (D Q a O C) u- c� � oc o o 0 Q z z �� Na 0 Z F- Q 5 m_ 0 O (D ° 0 Z L O a� o N O CL 2 ° o U*' x v a� L O O 6` E O N v � � U a� g w o p N )OB NO. a 37500 a N a o SHEET NO. C4.1 �a O 2 C9 O O Cie I" w w W H � 4 z O DATE 05/06/19 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS • SCALE 1"=60' i ami O cz : O N ,fl Z N o� c � F- d 0 � o W c c � a � c Ln Cn z �� a 1,0 <Q per J U v O 3 a z uj o O 3 x m Z I z Q Lu ° U) U 0 L z O Lu Q J o a < H uj a o of Z E H <:3 (D .1 FSI (D Q a O C) u- c� � oc o o 0 Q z z �� Na 0 Z F- Q 5 m_ 0 O (D ° 0 Z L O a� o N O CL 2 ° o U*' x v a� L O O 6` E O N v � � U a� g w o p N )OB NO. a 37500 a N a o SHEET NO. C4.1 �a -D U 0 z J a - O 6 U 1 d-18 - v O 1 a) 0 m '-. U z N 0 U) L STOCKPILE MAINTENANCE PLAN �-- _ " , ,, - '` ; `,r { „_ _ „°- � \ \ \, \ � o �. , , s It \ � d 155 � �� '� } 1 i s i 1, SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC, 2, IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE (BUILDERS, ETC,), THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE, 3, THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE. 4, ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL), r 112 _ " i 14w , 'S N _, -,; ' ^, r i\1� \'�� d // ,X95 i I p f ! S1. ter'"i l 11-1 e r r t a�•' zt j I I I( gII N. III � \ ° ' \ ' 156 3� \ \ i _ ��\/, .► �„ `� I i II , jl \ '°' -� \ \ \ ' sk � �§` s £ ° "' t 3 e, 11., 6 3 � --- _ •d - �' � � \ -► 1 � y� ( I � i i x s i fi^^..� �,,,eali r % ,1 �\ \ \ r \t� \ � `� N„ , k --. --%aw -2 -- r" � I I ` \� I I E t I a -r 993 \ \ ./ \\ \\ 14' i -, \ .� 4 r 1 l ] i \ \ t \ } ;a Ar ,�` r \ � { `4 ll 1-1 4 \ /j N. //t 1 I t i � � . - - - i % ( I I I ` I .�"`� \ i \ \ r \ ,� \Off " ,. \ I t, r �,, / �' 7 € I l I d \ � mm I p j / \ o \ } ; , ,,- " � 3'r` 157 1 \ \ ,\ r / _ '� I 1 § \ / ATTENTION CONTRACTORS 5 / / \ r \- ;` \ � ` ,I I I � � I i �/ / f , ,, ;I 11 / } I I THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE 7 � r ='� -I ��" 141 g. \ , r" r " \ \ l\ \. t ' ` I f ♦- I \\z 11 ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC,GOV TO I \ \ ,�- a- - / 114 1"a \ I - � y � �� ,_' a � N � � � � I I \ 1 -.-- --- ---....,, 1. � - ," i' i y r �„ y/ I 11 SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS / � \ \ ` � . \ \ 1 \ �' ,"" \ ,, -� - � '_e,'` ♦ ®` / .1 I � f 1 \ t I FOR THIS PLAN, i /I \ \ r f \ I \ \ 11 - \. `\ \ i \ r "' i / , 1, , -y %� ! i I i I p t \ \ a \ „ fit i \ �f ; I � \ j am , ' `k `5 4 \1 ` 158 '' 0 i �/ ` / - 11 ( i .y � 1 < ` I, 11 1 t 120 w 'r 1 „ t \ i I,.r ,,"°"1 \i / i 1 I / \� } r r i\ \ "" \ \ ? \ I r �-M � I ? I 1 R - - II \ lIt1 V IN, \\- -. ,,, } jj :. I / / 1 "' %\ \ \ r r x / ,�, \ �,,/ 4 '' ii ",_ I i i \ ... I I II Ii I'i3 ' \\ i I I t / \ 1 f a \ / r \ \ r --, jj \ I' I \ \ ` �` .{ /, 4. \� 1t% / y .� \ t I I y , IIt d q (I i ,� ",,, 6 `,,�", {- ./ ,-�,- ! "rf '' r ,i si n ,N_ .e-^ I `t it S i ''a 4 �,. "'�,.✓ t �- 1 \\ r r - I 115 } \ \ \ \ "" CONSTRUCTION ENTRANCE r t \ �� I I € �� v �M I� I tta I i -`"= / p \ O "y t , I s I \ , � i 0 , 11 � 11 I /it � 1 , ---:21-1 _ I 1 \ O f \ I } ~-I I I 1 � \ `" �zfy � \ 1 t i - _ _ �- - s t t I ,d4 `~, � ' ,, -, / . / \ \ \ 1 / / \, \ ��""' , r \ ? \ .. ------�-_-: -__,a _ l , i t �. \ I 1, % I 1 t 1 1 I . ._ ,, ' 11 i ld I 11 f a_ \ / 1 Z 919 ) fti _ � , - � � \ i t I I - Is tl r __ - �`' t � ' \ / \ \ \ \ ,,rte 11 t�\ �,, ," ,,/ t I I 1, \ _ _" 11 I I 11 � I I \ f 1 /' \ \�%k \ \ \ � , _ - `�'`'g� / I I e i 1 t 4 ' � 1 I I ^ �., - - 1� \ / i i,., / I i _ I 11 II \ \ /I / / \ Y \ i \ , ,`" \ _ ® / I j { r _ "ter / I I, I _ ' / % 6" / t11 \ 4 f "� \ - "r k / 19 6, \ \ i ,� --~ ,'" / f f i i € 1 I 1 .- 11 0100 ° 124 / ,� ` t r \ \ e \ I I I \ \ s\� I I t "' \ � � k t / p �^ -, I'. ., ' . •' EXISTING STORM DRAINAGE \'� `e / / / / I } \ I i \ \ - - - II l ; € ?\ p �` v " �� / / "" / / r \ \ \ v _ t v t � ,f I tI j �`b^y- *, J � �\ ,�� f/j � � � �._ , N `°\ 117 � \ /,} / // 1 / / \ \ � � � _ � � - � b I � �� I'll, - " I',\,- J / /o/ , , t - ,\- . % t AI I. � '` `• \ ,, / V '� 11 I / I/ o � \ - '-- -_. f I t \ I s / \ / q I / 1 ; \ ',�. ,ro e -1 `\ `� \ a -, f / 1 ` /° r i °°�,. 11 _ r \, „P f y j ,,, .,:"`, '" �'}. - _ '` w. r ,t f / ® / p ,, \ •. -- ..r- .,._. ._.., s'` , \ �y / / / f �y r "A' 4 11 r ,,. '/ #( a / l "m. p '"° '"` `.,, %," ~s.. '.,. !`"`«". :% - `'.. \ - �'.,, °°` \ \' „- "„- ^e „ '° / / r1 ./ 1.f,, I f; \ - ` -^- .,,. - ._,...,» .. --^ - ""_ ....-. _.... ,V,_ - v .t s I / ', / ;411(1 1/4\ \\\Z\ d `�,�R j. 1� .,,� " < \ .� s � \ p / p ; / F i � -. w M a - I I \ `,*.."`'",w.,,,�,"_, j f °��, % / �}ias"o-"-�:"o..,„^w.. ^�, ".,,.\ --• t-.. O a, `'. "-- ..... A+...„ -a.0., / / �. ^.. ....... ...... ...._ ....., ...._. m'..,` ,.,„„,,, II 3 Ir t I/ q°"°` „% -i". \\ ' \ / I ° i 1 d � - _ �� `" �' LIMITS OF DISTURBANCE , 'a10 --- ._.�.. ',1 / // I / / I / ._ - ' - - � -"_, - � �, � _ __. "` --� --- --- -- --' -" - � II ' f ,� � ,1 � 1 _ 1 d, t / I f - yam : t � _`� .�„ `" �..,r� �' . ;. / / / / \ _ CONSTRUCTION 1 ' t t }11 { 126 t! r - - - \b ,� ^ t _--E;, ,�-�. _-' '�' _ " / / / / �, _ __ __ _ _ __ ENTRANCE J s I OW - \ \111z \ \ `w - `^b } I P � 1 / __ ,,,, r / / / t s P s / / / / / / / i „".„M, - - _ _ � - __ r -, _ - .__ _ / / 1 CA = m ` . \� ", 1,,,.," -.,,, o . `^°„ �,,,,„' ",` /V///, '' }, .r r ''' / ,t' d' / .a'` 3` ®„ ,,r / j'+ '4 / �t ti,. `..."" '"'"" ^^• ..,,,.w,m `"" ,^ W „„ s,,, / ,p,..., _.._ ........ -,�,.. _ p. / /. / y2 y \ I I- % 1 / fl \ .1 ^ /� `/, / / _ w � o" r r ,. "- / / / .., � I \ € 4 _ _. _ SEDIMENT BASIN #1 _n ,. _ \ 4., / / � � -) w � -If' i l / 1I w 1/ / / / " 11 / / / ! t ' \ i / /` _ _ _ r _,_ __ - - I 1 i op= t �'�. , ,_ � , ., / / / / r o� o r '� / / j / %, -- _ _ x _ - .. _ _ _ SILT FENCE _ _ _ _ - - . ._. "" t " i j 1 r \ ` / 1 / - / / / / " .1 °"" ', / / °" /` I I I � \ _. _ _ BAFFLE (TYP} � � ..-._.. --..°' `_ - .,,� _ _ _ � / II � I 1 I Dill q '!,I/ , �' � wSt" � � / / / I � , el ,r 'r / ✓/ % / d t w " __._ _ _ w- -x",175 _,_ _ - - _ _ __� � I tI1I, I / €I I t\/ /� / I / / CONSTRUCTION ENTRANCE r " I ' r / '� / J i \ N -. 0 _ _. - - - 1 �I� ,1II� ! I ` ` ' It l it \. ,,,, . .r / I � - 27 ARMOR BASIN ENTRY SLOPES - _ `- / //iJ \ �x - ,,,,< I � � , r r '� / / r , \ __ _ - - 265 WITH NAG C _.. OR RIPRAP _ - _ _ - _ 11 a '° I it, I \ I I\ 114 a a I / /// // \ �� 1 �� k b / s °� / / / \ f �` \ \ - ,..-.... ,.,�. . -,~ ." ` .. _ ._. _ �" CHECK DAM (TYP} ` _ �`� _� e .._ _ - .,_. _ � µ" `" - j I I I \ /- }t I `� EXISTING STORM DRAINAGE � / I / / / \ \ - ., � 1" - � - - ww - - � _ M_ - -- - - ...- . .__ - ...... _ � - - . � - 1 t r t 1 a / / 4 t y a „ I9 , A I I I 7a l T l t \ `> _ ,� " '," - _. ? ", w _ _" _11-11-" - w_. - - , LIMITS OF DIT t " S URBANCE '1 I ,\ \ i 5 I I t s1 / \ I \ .,\ A 1 / $ / / 1 I{ \} \ \ \ - _ _ _ _. - M - r � --- - _ ., -°-°°- tt 11 `` - _ - --- m I / [j s' I I\ \I " 1 , \ / p / ' f, '� `�' -.,„ 'yE "a. \. L„ `,. ® \ i S „ ...�.... \ \ ^^- M „,�, �" .w. .,... ..-o "".. '"�' "'"'" - 11�,"" / ,p '"..^»... "" - �,.� ......� .m. .µ., ...- ...... .w... "' .".. ...... ,_... .°w.*a ,„ �.�� ..- .-. '�° € 13, I ,'\. s 1. % It ; ' / / 1 C`\\ 1 I / 1 DIVERSION \\\\\ \ \ 'i ®\ 4 `-- - _ _,_. r / r,1„ � � w» _ � � - r - - - � CHECK DAM (TYP} �� I� ' / I i� \ ' \i \ t / \ \ _ - _ DIVERSION _ µ _ _ _ ! I " I 31 / / 1 1 � 1 1 DITCH - I \ \ ` \ \ \ _ �- - - . / - - --_ _ _ r " - _ M - DIVERSION _ -.�, \ I i I 1 \ - - - «" ,.-.,.., � DITCH #2 _ _ - _ _ - - �- - DITCH #1 -- I , . 1 I t /j /// I , I i \� \ \ +.� \ \ \ _ 1 1 -"' d A - _ ._._ _ _ _ _ _ 2gQ " M. - . ,W ..- ,.,- r �� _ \ 'A I d I I Il \ - ,.. 11 11 11 / %�, ✓ 9 I y . 11 , "I \ b,, a„ q _ - - �'_ - \ q \ µ _ ,� m _ _ _, __. _ r ,,-, - _ - \ I I I I / (I I I p _ \ \ \ }/ / h \ 1 O _ \ _ �. � ' ", `�' � - CH CK DAM (TYP) � t6d y55 r � = � -� � � r \ " \ i � \I � ;1 1 I � � I \ \ \ , \ _ __ -- _ -� "- r -°--- --,.. _...- PLACE SILT FENCE ` : m I I -11 - POSTS 4 APART " SILT FENCE € "� `� % / \\ „ I ft i ?$� ' SILT FENCE - f - -- " _"" r.. " ` - ., � \ t i 1 I i d BAFFLE (TYP) d"` i "` - ARMOR BASIN ENTRY SLOPES 1 / / - _ _ ,_ ALONG BUFFER AREA OUTLET (TYP} `\ `; \ I t \ s'i•\ , I t s -..I \ ,_ - 7 \ \ y"-- - _ WITH NAG C350 OR RIPRAP a \ \ 1 I � } ; \ - __. ARMOR BASIN ENTRY SLOPES - � __ � -�, - 11 � - � � ,"' � � _ _, _" ...,. n ,_ ai � u � �"�� ` `"" � u,. � � ,11,� �"` y � � \ � � \ 11 / III} 11 � __... /" 1.1 ! - - _ WITH NAG C350 OR RIPRAP � ` ' 1, - .w - __ - - 5s n � \ - w \ \ , �-, D I 1 / � SILT FENCE ! \ - w. ,.- - � 1 -1 - __ . - S ,� 6'x4.SX12 CLASS A RIPRAP `� CHECK DAM (TYP I R - Ill' / -, �� ' , 1\1 OUTLET (TYP) � � � � � __ 2" KIMMER ,b CHECK DAM (TYP) "_ a o ,„` \ } `\ ` t JII/ _ " ^ _ _ ", � _.. " "'� � 2 ORIFICE � 4 � � \ � \ `� I. � r 50 NEUSE _ .� `` CHECK DAM P - _ »- \ r ..�, \ ` I / \ \ \ �.. - _ (TY } _ / '" SILT FENCE ,� ,, \ ` \t '' \ \ pp / li \ OUTLET {TYP) ` \ i' I I RIPARIAN BUFFER \ ` a _ -�_ ,,-I'-,- 4 i " /- `' i ^`, \ ' I I �/t iz\ 111 ` _ _ _ I I - \ \15 .CHECK DAM (TYP) - _ __ a _. - a. \ - - „ k' '" \` a � SILT FENCE `°', \ - i 1 I \ ,� ,I�I ARMOR BASIN ENTRY LOP - - -- - `- - --"- -- \ \ `"-' " p" � _ _ - - m �� mom` ,1 1 LIMIT PLACE SILT FENCE �, _ , OUTLET (TYP) � \ � -" � \ � is \' � I , S ES ?S.. \ •, _ _ S OF DISTURBANCE , I I I I POSTS 4 APART , _ _ , 1 '� \ �.,.. - DIVERSION .,-. -- ,., SILT FENCE �' --�.. .,_. .._ .°._ � . 'a. �`\ �, '' '' I " I � .a � WITH NAG C350 OR RIPRAP _.._ _- - �-- 4 `� i t \ \ \ ` r\ ,- ' DITCH #3 `" ,,, „�. , --- ~ ` --., - - _ '� � OUTLET (TYP} t -� - M1 ALONG BUFFER AREA 9r; SEDIMENT \ , t - 1 \- \ - ` " \\ � \� a,_ ,_„ _ _ ,�„„.. \ - - �' , " ' -, " \ , `\ ' `� ` BASIN #6 ` ` 1 N ; „ I I' i "t , \ \ \" r \ 4 �.. _ � . - A r y, t „ LIMITS OF DISTURBANCE � - _ \ t Il \ \ \\ I \\ \ _` - - _ - PLACE SILT FENCE ` \ \ �"� _ w ' \ lst I \ \ \. \ \ \ � \ - �+ - - ` POSTS 4' APART { `, \ �' _ I i �+ I \ ' \ \ \� /�\ / \ \\ ®� •� y , ALONG BUFFER AREA s ,. "" / / / / / !'" .-� '-' --- `� - I. , ) `' , � ---��--�, ��-,�-,>,->�:,�,--,,,-,, - _", �, - / \ 6'x4.5'x12" w'�� - �-- - i�, ` -- -, , A 1 ,,,, )�� s„ .� ` / �' `. r r _ ` j ' GLASS A SED IN #2 \\ " 1,. �"„;, i / - �. • " _RIPRAP 2"SKIMMER -.� 4 �,, _ „*"', , - , >, / /--, -�-, GROUND STABILIZATION N,11 ,k,N SILT FENCE �2" ORIFICE \ "Ill \\. � �� :. �� \ -� PLACE SILT FENCE `N1\ ` ° " , . - , a . POSTS 4 APART .,,,,", / \� w � . / r - �, - - ,, ALONG BUFFER AREA ,- CONSTRUCTION SEQUENCE 1, SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL CONSULTANTALAN ALCOCKAT (919) 868-2560 TO OBTAIN LAND -DISTURBING PERMIT, 2, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES, TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS AS SHOWN ON THE APPROVED PLAN, CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES, SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION, 3, CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 FOR AN ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE, 4, BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED THROUGHOUT CONSTRUCTION, 5, INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED PLAN, 6, STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TABLE, 7, WHEN CONSTRUCTION IS COM S COMPLETE AND ALL AREA HAVE BEEN STABILIZED, CALL ALAN ALCOCK AT (919) 868-2560 FOR AN INSPECTION, 8, WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK, 9. REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS, INSTALL ANY REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS, 10, WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT (919) 868-2560 FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLETION, TEMPORARY, „ 'w\ \ " N'„ 11-k\ - PUMP -AROUND R', I � \ � �F�.„, �� , - ` IV- ,, r -,- "d- - -. - , �- m� ��- _-- r f" - I STOCKPILE DESIGN CRITERIA 1. A 25 -FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES {EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS EASEMENT}. 2, STOCKPILE FOOTPRINTS SHALL BE SETBACK MINIMUM OF 25' FROM ADJACENT PROPERTY LINES. 3, A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET. 4, STOCKPILE SLOPES SHALL BE 21 OR FLATTER. 5, APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS FROM A STOCKPILE. 6, STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY, WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE UNAVAILABLE. 7, ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED BMP, 8, OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY UDO AND STATE REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN. DEVELOPERICONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL. FILL OF FEMA FLOODWAYS AND NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE (CERTIFICATIONS AND PERMITS REQUIRED). g Il t �: ,' I'' MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. 2, REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY, 3, REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES 6 -INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A BARRIER. 4, ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. 5, MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF CONSTRUCTION, SKIMMER SEDIMENT BASIN DESIGN BASIN DRAIN. AREA DIST. AREA C 010 S.A. REQUIRED S.A. PROVIDED VOL. REQUIRED VOL. PROVIDED BOTTOM ELEV. WEIR ELEV. WEIR LENGTH SKIMMER SIZE ORIFICE DIA. HIGH QUALITY (AC) (AC) WATER (HOW) (CFS) (FT2) (FT2) (FT3) (FT3) (FT) (FT) (FT) (IN) (IN) 1 5.83 5.83 0.50 21.51 9,358 10,124 10,494 17,928 260.00 262.00 30 2.0 2.0 2 7.23 7.23 0.50 26.68 11,605 11,612 13,014 20,415 253.00 255.00 30 2.0 2.0 1, '" t t / ! ETLA - NDS `\ SITE PLAN LEGEND 11 . _ ' , SCALE 1 "=60' 0 60' 120' DISTURBED AREA = 29.00 ACRES GENERAL NOTES 1, THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. 2, THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR THE ENGINEER. 3, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS, 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY CONSTRUCTION TRAFFIC, -----" ' ----- - --------" STREAM CENTERLINE o0uoo,000. FLOODPLAIN WATERCOURSE BUFFER � ,, � * z WETLANDS TREE SAVE AREA EROSION CONTROL LEGEND ---------- LIMITS OF DISTURBANCE 11 SILT FENCE TREE PROTECTION FENCE - --0- - DIVERSION DITCH POROUS BAFFLES (a �/j/� STANDARD GRAVEL INLET PROTECTION SILT FENCE OUTLET SKIMMER �� RIPRAP OR WATTLE CHECK DAM NCDENR SELF -INSPECTION PROGRAM THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED, THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, HTTP;I/PORTAL, NCDENR,ORG/WEBILR/EROSION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SLOPE DEPTH SWALES, DITCHES 7 DAYS NONE AND SLOPES (FT) (AC) HIGH QUALITY (IN/HR) (GFS) WATER (HOW) 7 DAYS NONE ZONES o a. N. N . DITCH #1 SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR LESS IN THAN 3;1 14.13 LENGTH AND ARE NOT STEEPER 18 3:1 THAN 2:1, 14 DAYS ALLOWED SLOPES 31 OR 14 DAYS 7 DAYS FOR SLOPES GREATER FLATTER 0.50 THAN 50 FEET IN LENGTH ANY OTHER AREAS 14 DAYS NONE (EXCEPT FOR PERIMETERS WITH SLOPES 0.66 AND HOW ZONES) FLATTER THAN 471 400 1.41 * "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION I1,B(2)(B) BASIN REMOVAL SEQUENCE 1. SCHEDULE A SITEEE I M TNG WITH THE ENVIRONMENTAL ENGINEER/CONSULTANTTO DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE BASIN, 2 REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES, IF CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING. 3 PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS IMMEDIATELY, 4 INSTALL VELOCITY DISSIPATORS ANDIOR LEVEL SPREADERS AS REQUIRED ON THE EROSION CONTROL PLAN, 5 WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION, CHANNEL SCHEDULE NAME LENGTH DA C ho Q10 SLOPE DEPTH SIDE SLOPE VELOCITY TEMPORARY LINING H (FT) (AC) (IN/HR) (GFS) (FT/FT) (IN) (H:V) (FTIS) o a. N. N . DITCH #1 450 3.83 0.50 7.3$ 14.13 1.0% 18 3:1 1.69 NAG S75 DITCH #2 150 0,63 0.50 7.3$ 2.32 1.0% 18 3:1 0.66 NAG S75 DITCH #3 400 1.41 0.50 7.38 5,20 1.0% 18 3:1 1.00 NAG S75 DITCH #4 100 0.86 0.50 7.3$ 1 3.17 10% 18 3:1 0.7$ NAG S75 QQOpaDaQQDOlfp00 ppo�� CAR e -, o �. �•••••• '4j o 000 O �•.,q SSj0•. ��o a SEAL ;�� /Q' 023728 � ,� o • o 0 00ee,, DDM a agO 4%% I DESIGNED BY v B. INGE N 1Z 0 u n o E . N E S , Lu Z SCALE H 1"=60' _c 3: Q `0 3: in W io ,.t LU U = N - 0 o a. N. N . z Lu0+!M a=-4co 0 a -_j u (A g V) W O 0 C)�-4 Ln z 7 0 N ,_ r tp V) C OR W -1rn 0� U-1al W J W H I B. INGE DESIGNED BY 0 B. INGE •0 u CHECKED BY . K. ROBERTS S , SCALE 0 1"=60' 0 0 0 F- 0 W W Lu Q z O DATE � 05/06/19 O DRAWN BY B. INGE d' Z 15 o ami O of 06 a - , N -0z NV � O O c c m H (� � VJ �� )o W z= 0c IN I n �I l O i U VCL a� 1 T L ` V y °Co U �, Co r O z op O H 3 a. x m z I z O �0 mai, Lu U , toU z OYWL.0 r LL 3L.rnV I-_.= H 0� Q y. o� 11 C co Q 1_. ' W >, c Z ° z c Z ?a0C` H �c co z00U- (L 0 Z) 0 Q o� U �F N o =) 0 Z _ Z 0 - I _ � Lu � ._ F= -o o -0 o o �_ Z ° WU U a0 o L QL� U) )c >0 /\ N U U.j U°� a_0 _ E Q �^ . c NO c O V / � »� m-0 U o w -v 7 U U o s U > 0 co o o sn JOB NO. _U v c, 37500 N Cov C O SHEET NO. Q a> a co C5.0 v DESIGNED BY 0 B. INGE •0 CHECKED BY . K. ROBERTS S , SCALE 0 1"=60' 0 0 0 d' Z 15 o ami O of 06 a - , N -0z NV � O O c c m H (� � VJ �� )o W z= 0c IN I n �I l O i U VCL a� 1 T L ` V y °Co U �, Co r O z op O H 3 a. x m z I z O �0 mai, Lu U , toU z OYWL.0 r LL 3L.rnV I-_.= H 0� Q y. o� 11 C co Q 1_. ' W >, c Z ° z c Z ?a0C` H �c co z00U- (L 0 Z) 0 Q o� U �F N o =) 0 Z _ Z 0 - I _ � Lu � ._ F= -o o -0 o o �_ Z ° WU U a0 o L QL� U) )c >0 /\ N U U.j U°� a_0 _ E Q �^ . c NO c O V / � »� m-0 U o w -v 7 U U o s U > 0 co o o sn JOB NO. _U v c, 37500 N Cov C O SHEET NO. Q a> a co C5.0 v N v c �Cv 4) o ,all 3 -v z Q J n 0 w 43 07 17 in 0 1 1;8 N V) Q) In v a) C 07 1-13 0 y 0 n v O 1 t Q) m 3 Q) z 0 1 0 in rl N 0 1.11 cii L �` -'-,-, " --,, N,,<- " Z-,- "I -_ �,�, , - __. 'll" �� GROUND STABILIZATION NI, 4,- � - - -- ` ~ ~ ~~': _4 . ~ - - \-_ ,11-1" 11 1%- SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, S.A. PROVIDED VOL. REQUIRED SWALES, DITCHES 7 DAYS NONE AND SLOPES SKIMMER SIZE ORIFICE DIA. HIGH QUALITY (AC) (AC) WATER (HQW) 7 DAYS NONE ZONES (FT) (FT) SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR LESS IN THAN 3:1 (IN) LENGTH AND ARE NOT STEEPER 5.07 5.07 THAN 2:1,14 DAYS ALLOWED SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER FLATTER 14,832 THAN 50 FEET IN LENGTH ANY OTHER AREAS 14 DAYS NONE (EXCEPT FOR PERIMETER S WITH SLOPES 4 AND HQW ZONES) FLATTER THAN 4:1 0.50 14.87 * "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B) 1 N SILT FENCE {TYP) w ` w \\ \ \ \ \ '\ \ \ ° . ' -, __ - 1T_____1_______i11 ` ` - _ _ \ ` -1, � 27$ \ �' � \ \ \ °� 0., - , � \ \ \ 11 ♦ ♦ \ \ DIVERSION ~, \ - - � 1-.. \ \ "C'` M .,, \ � -, ` DIVERSION - ... DITCH #2 \, 26S - \ - -„ - \ "� `4 \ \ \ \ DITCH #3 _ _ - ®� -1 11�-* ~ ``o _ w,• -~- � " \ \ \ � ~` w PLA E IL -"_ _ - ^ _ ___. . " y - `. .-- `i `` \ \ \ " \ /. _ C S T FENCE - ~-- -- _11 \ \ / \�\�, a, , .\ a \ POSTS 4' APART ,_ `---\ ♦ `" \ _ _ \ \ \ \� SILT FENCE ;\\\ ALONG BUFFER AREA - \ " -" " - -� \ 11 o 11 � \ \ t ) � ) \ OUTLET (n'P) -� \ � \\ �� \ -1 11� ° ry � � � , - \ W_ � « , �®\ h \ � � `" � \ \ 1 \ 6'x4"5'x12.. a \, 5 ~ \N X, - I- I..: _ ♦ ` . W-_ \ -11 \ �, \ \ \ CLASS A t . `\ TEMPORARY t ' . ' \ -.' __. __ �,. �,.,. I 11 11 \ \ \ } ��\__%\\� �\V, RIPRAP \ PUMP -AROUND \ \` \ '\ \; N, e i' C _, ` ® - .- - - - \ �- CHECK DAM (TYP) -~ -1 � \ \ \ \ ♦ \ \, { I - \ s � \ _. " \ \ \ \ \ 11 \ I # { / / - ♦ 2" SKIMMER - (SEE DETAIL) , \�,� \%-\ V \ -� \ SILT FENCE ♦ - - - '` -I- � 26p - -• � � - ,\ ,, . � 11 -_ 1,,•`•- �, '- \ �" \ \ { I # / / o 1.5° ORIFICE �"• � .\ \ ,, \ . V\\\ .\� p \ ,N � " � OUTLET (TYP) ' ♦ " _ " ~., \ ~ - ` ,, ., \ \ ° ? I }$ g i �'g / SILT FENCE i C ch 1 . _ \ \ .~ -__ '_ _" _ _ -•,..- �\ 1 ``• `\ \ �., r -1 \^ \ � 1 { _ / BAFFLE (TYP) „� O,A ,.. i \ \,,° 1 \ 2g _~ ' ~ . \ _ \ { , \ �, \ ., _ ® SILT FENCE (TYP) t St.. \ ..p_\ \ -� y 0 \ �� _,, 1.. CONSTRUCTION t / ^- I _ ' ! ~ 5 ~- ~ ENTRANCE _ .� \ \ i \ \\ 1 I / / ,LaI - � _1 \ / \\ It," H \ \ \ ,\ ~' ,� r SEDIMENT BASIN #1 .` .., r \ I \ i ; ` SILT FENCE / / ✓ 'SB _, \ .. \ }\ \ °, ,-, f%,\, _. 2$$ , \ .,- _ _ _,__ ~ '\ ``'` sem: µ ,- - 1 \, \ S E BAFFLE (TYP) f / / v ." _ \ \ , \ _ \-n ,� \ \ 4i \ \ - .. , a - \", ` ~ - `. \ I y \ -3 11 - , p /, ,,- ,,. »», ., �»,,. ^\ ,\ '\ \ �, \ "3 C'\'� I 1\€ , ` ' \ �� ! ✓ d, M .,,gyp ~ 1 \ t_t ,. "-i -- r 1 ' �. `'^ t c s s. s , , a-.. --- ~y ,\ ° -.,M � � ".. '\ '•�.,, „�. .,�. ,,,. \ \ t { i / f - ry,X \ j � ,� -, LIMITS OF DISTURBANCE `` $\ 1 , - _ \ \ � - - _ \ \ 2"SKIMMER ,\\ < % ✓ % _ \ \` b , ,_ , 11 - 1 \ \\ - - - ✓ d \ \ T- ... .. \ \ 4,,,. SILT FENCE \ \ \ _ ~. - -y DIVERSION \ a. \ \ \ \ \ � \ `^ _ __ \ \ \ / 2" ORIFICE ;. , \ \ / I _ _ _ ~ „ \ 6'x4.5'x12" \ \ \ \ E-� -. ~ i / „ . \ ✓ DITCH #7 ` \ t f OUTLET {TYP) t \ \ - I % i ''\` \ »?' \ \ 0 '� c \ "I \ \ \ \ - •. \ , 4 \6'x4.5'x12' CLASS , RIPRAP \ \ \. \ � � t �, \ \ r -i � -°, _ CLASS A w \, -� t�, `• t\�N\�\\ \ s<- , \ � �.. �, \ � � \ \ � �., -a .. � "�\ / / ✓ Mm _ \ \ / i % 6'x4.5'x12" \ \ \ \ I ; .;_ \ SILT FENCE \,\ \ '"i \ \ \ y \ \ \ a - �\ -\ \ / \. \ \' `b I _ ~ \ RIPRAP \ \, \ \ \ \ SILT FENCE \ \. �_/ / \ \ CLASS A \1 _ , " `- \ � BAFFLE TYP \ \ \ \ \ ,\ \ ", \ r \ / \ ` RIPRAP \ \ I r �l \ \ `\ _ \ { ) \ \ ~� a 1a ,• \ ° OUTLET TYP l� � \ 1. \ \ / -_ ..". ,, \ \ �\ X \ I � ;\\, \ \ \ _\ PLACE SILT FENCE ` CHECK DAM (TYP) - \11 \ ~\ / f I a / I \ SILT FENCE r t1 C 250 -A \ 250 ` ,-a �~ ; � 4 \ \rye. \ \ �, \a...w w \ "� N - POSTS 4' APART * �\11 11 \ ,, -' ,,. ` \ \ 11 .\ \ t OUTLET TYP '\ 1 I ' \ \ \ \ \ \ \ t d - \ i 1 \ ` ( ) I _ \\ \ \ ,fie, - i i -- �� & ALONG BUFFER AREA - " \ N, ` `e � \ \. `�. "~ / t / \ / ° { t I I I i { r % 25$ { \ ' \ \ , °, -, T \ \ DIVER I N \ SO �* w t t \ \ / I / I I 1 \ \ t i - , ~., � \ \ - °i t '`tom �`�\ '; , , , 'r- PLACESILTFENCE A, '\- � t� \ � � 'l\ t \ `� '\ \, " N\ �\ \ w / / 1 ; { 255 , \i t \ y \ DITCH #1 t \ t / € N 1 1 I ♦ I I { 11 l r, `�-, - \ \ \ - _ , 25 I \ \ a , _\ �� `> POSTS 4' APART .. ,\ , \ \ \ �, ' , T : w, /11 , t r' o I I i \ { l _ I �� \ \- ALONG BUFFER AREA 0�\ SILT FENCE' \11 / \ I I Y / { ` SEDIMENT BASIN #4 \. \ \ / _ ® -'- \ \ \ 1 " , 4` \ `\ \ \. ! < /- / / ( \ 1 \ \ l { ✓ \ \ 1 \ Wim, , , � �a r` \ OUTLET (TYP) \ \ � \ \, \ \ 1 / I / \ } I# / t / t 1 f { \ t, ` 1 I it , �\ ; - ... 1 ,i �\ ` \, \ \ \ \; `: \ ,� , \ SILT FENCE ' `e \ '1 \. z; / / 1 i / I # l , 1 { / ARMOR BASIN ENTRY SLOPES - \ \ ,,. / ) �� N \ \` \\ \ ��. ;-,` ., \ \ n\ < , \ ,,', `•- \ I- "" I . r /. °� i I / 1 I 1 I WITH NAG C3 \ \ , / , 1, . _ OUTLET (TYP) e. �\ - /. t [ I 50 OR RIPRAP __.i \ \ \ \ ��+ , � \/: / / I ( I I I 1 / l )� \ ~ { , _ \ \ WETLANDS � _ I \ \ ! T' ¢ \ } / 1 t� 1 I I I I v ' 11 { I1 _. ✓~ k� 4 / i \ \ \/ f r 3 \ \\ SEDIMENT, , i / ; / / _ _\ l 1 / I I I I I I i } / 1 \ \ I I i { I i I t F - ` \ \ \ ' _._ / / / ,� I ' BASIN #6 \ \ `` \\ \ '` ` \ \ \ ` I / # ' t f y I I I I te` i .1 1{ t{ t { i ___ { A - � `` k _ `` v v , v .N \ i t j/ / / i I l 1 I \ ` - \ - ,\ ' f SILT FENCE �� \ 1 \ \ \ \\ , % \ \ '� \, / 1 I / \ ( I I I i / r ! l I { { t I \ i SEDIMENT BASIN #5 \ _ y ; ' i 1 { r,, / \ / / �' ' \ \ t \ f / I-� OUTLET TYP � �� le �.� \ \ �\\ , \ ��, � � ; �' i . , ,• / 1 / r 1 1 / r I l Ca I \ \ 1.5" SKIMMER \ z' t I \ \ / I } 1 , 1 # , I 1 l { \ i , / A l / \ _ i� �. \ y I �� ARMOR BASIN ENTRY SLOPES \, \ \ o \ ` ` / - / / I / I 1 I { { { z / -. __ - \ \ / 1,5" ORIFICE g ~ ' ' i`s / ` 6'x4.5'x12" _ WITH NAG C350 OR RIPRAP \ \ \ \r "I / / \ \ \ / } } # ( # I t { 4 DIV / ' \ , I / ~ 1 ' \ / 1 i \ i \ \ i A�./ / / l , '� I ERSION - \ \ 9 / t i� \ \ ' \ \ / ,' \ l l / I '� { , DITCH #6 / ! \ \ i ARMOR BASIN ENTRY SLOPES _ \ \ CRIPRAP _ _LIMIT OF DISTURBANCE \" \ /' f / / `' t , I I PLACE SILT FENCE - # J/ 7 I WITH NAG C350 OR IP %I ,, ' \ � r �N , , / I I SEDIMENT BASIN #3 1 \ r }, POSTS 4' APART { °> # # i 7 / - \.\ \ / / ♦ h, ` \ I ? 1 I I ARMOR BASIN ENTRY SLOPES \ d e \I ALONG BUFFER AREA ; \ {NA t \ / / # I r 1 t DIVERSION ' --- ,1a�, \ \ 'A /j , ,/ / 1 i I f 1 ✓ a'\\4,\t , { `�A 1 { { r { I ` t _ a SILT FENCE P l \1� -\ I �` 1\ ` }// / - I I [ I I WITH NAG C350 OR RIPRAP { , \ { \ 1 , I % / DITCH #8 --- -- ® �) \,,, \ \ \, - ; \ \ \ \ \ ♦ \ �..~ \\ \ }` / / i I y , < , 1 SILT FENCE (TYP) ♦ \ � a I J I f i t _ \ ' PLACE SILT FENCE \ \ I =t , f / / ' / ` r` / i \ r \ ''\1 t 1 I _ - \ 1�11.5" SKIMMER �, ��.`° ; � -.` �, � \ \ \ \ \ ` f t I , i I I / , r \\ � \ 1 \ � 1 - _ �'` POSTS 4' APART a \ 1 / : i I DIVERSION \ I I I I r . I t / / / � # ( ,' \ e� � i I I I I 1 1 � \ \ \ � \ , � \ \ `� 1.5" ORIFICE \ `y -ALONG BUFFER AREA "\ .. c-,,�� ~, ' / " "`` I / / r / / l # I r �1 I j ; 1 \ I CHECK DAM (TYP) \ \ \ \ \ E , . A } . - ,` / t ) ? } DITCH #5 r % • \ \ \ `� 4" 1 I I \ I I / / i \ \, SILT FENCE ♦ �O - / I I i / { 1 t I 1 1 / I �-. v y v \ { � / f \ r J _ f # I I # / \ \ r I I , \ I I I I '�• _ \ \-NN \ \ `BAFFLE (TYP) \b ~ e 1 1{I I\ t f / `t '\. \ t / f F I # ' % i ? ,.+,' P .% \ s r I 1 I and I i € I . 4 .."� �S'., k \ » . - , 1 iY F s, 1. ?c �. may,.." -- ^ '- �•`. i t `i t 1 , j F l , {} v \ v , ♦ DIVERSION �� - 1 i Itl - I - \ , / t I t / / # I # ✓ ) I I i l ( I I ( ) , { l DITCH #9 a - , \ > ( { ;,� \ t 1 1 \. \ ( t `- -� `" ^w. `' '`"a- 1 ,' h �� ` \ °SILT FENCE TYP y ,..� � �`' \ ~ `' l \ `` ` ," "i"K {f; /r, ;� .,/ / r t } # I t „Y /' ✓' '•�. �°• / f £ s j j I # L +:a \. € ~• ,y .w,,. 1. `w• "w �``�.. 1\ "12x .Ss 1\ 1 \, \ a, 11 ` i ..^ -N,- ...-' - T --, �..,. ro,<.- ^-n. \ . \� I \ ` 'j Y ✓ f J \ I, / I r % ? / I # i / I ✓ / j I { I i / , s 11 I I [ ! I / _ _ _ ,_ \ \ LIMITS OF DISTURBANCE � 'I^l � _ }/ , .. .., � \ ( ) , l\ t \ _.w / /` / '-. ~ -- _ ` r \ i SILT FENCE TYP �. I, `} ',/ r 1 ! / t I / / I / } /� I l "- _ `' / ,0 ' f 1 1 I I I ( / \ \ ` \ ..\ \ \ \ \ '., I / } I / I ( / ~, _ _ .-. -. _ � � , \ \ . ,r \' r \ ' \ \ � \ \1 I i 1 I t r " \ � " \ � � \ \ � 1 { t/ { i � ` i I I / 1 ; I i t / \ \ \ \ } # # 1 I / _ - ~.. _�65 M Ty -\ S{. i \ \ -- -, \ \y \\, -,,•\ ,. ,- ; f / / ` i t r t= l \ \ # 1 7 I I r # / / / \ I I ( I \ , \ I / - -� \s t / r \ \ w, r F' iI Iq } I d / / I I I I / CHECK D - :I I ` _ I 1 t \ \ \ \ r 1 # j ( / - _ -- 'll- \ ', \ i\\ �` \ i / j I f ! \\ \ ♦ 1� \\, itf j ; ' r t I `/ I j # I AM (TYP) . TEMPORARY I t 1 \ \ s \ I / / .,.,-.... --s_ ,., .•. . _ w- --` -, "_"'% \1 l f 6 ` , \ o . w - t . //, i f I 1 s / SILT FENCE TYP \ - - ". - -., - - = \ `''' I € _ \ tie t/,,,;',/1,y/ ,ft r' t / { { 1 t PUMP -AROUND - 9 / / \ \ / I / 1 f { I I / _ d _ -..- - TEMPORARY I I I _, 0 O ~ ~ \ \ \ / r ,# ;» I / \ / I I I I I / /' / ( ( ) / fr O / > / / / / , \ \ \ \ // r 1 / _Yq \ PUMP -AROUND f \ ♦ \ \ \" , . / / ,` {_ \ f``, t 1 /` s / \ ry _ '\ s SEE DETAIL -4 I I I ( I I l . ! t t I 1 \ f f / i I ) \ / \ 1 ' __. `" -\\ `\'\ \ (SEE DETAIL) r f I I I In ." CHECK DAM (TYP) \ \ >. I f7 =/ / 1 i I / I I l I t \ t / I I 1 I I # \ / O / / f f / I / \ \ / I f -• _ - - -.,.- \ �, r\ N \ k \' ' I / f I / / � � ' \ \ \ \ \ \ ` / 1 -.., ' I / , /' € l t I I ` I I i 11 \ r , / I / e r ! l f i\ / \\ . , \ \ li b I I I / €€ I 1 \ a \ \ \ I \ / f / / / I f / f 1L , , \' I `t � `/ s'' _ _ - --- "-.-, __ -,_ - \ \ \\ \ \\ `\ \\ \ ° I` \ \, � t j / /, ✓\ � \ \ N, J 1 } I / \,t l I I /t 1 1 ! I / f / 1 r / s / { \ f } / / \ \% I.'t \ t d m \ \` ~!l; \i,, I I \ \ \ / I I / / / f,/ i / / \ \ I ) / f ✓ - ti \ , \ ,.,,\ \ \ I 1 Jj / I- � \ \ � \ I � \ I I t 11 r \ , \ . / f / \, -,, I f I - , ,_ . ., ,. \ \ =( I / / ✓ # ,/ / "t I \ S \ r I 1 / / / ) ✓ \ \ \\ , s \ I 1 / t \ / I / / / / , i i I / ✓ r -I- \\ � \ 1 { I I f ✓ ` _` 1 � J I I I , \ I i \ \ \ \ _ - I I I h / / / / r / / r ,,,, \ ✓ ✓ ✓ �,�_ --_ �,. .\ \ \ \ , \`\ ', \\\'', I ' I -� � / „ � ` ^-- � t -.,,-I I z i� 1/ s l�-1 f s / / / , \ NN \ \ \ \ _ _. ✓ 'r I I I I d 1 / / / / \ \ ,,. I t ¥ ' _ \ \ \. \ \ 1 \\ \� , ,, ,{,/l/ `- .) / f f /1/ 11 I T- ---i i 1 1 / I 1 , / '�- /� , \ \ \ / / \ \ \ \, \ \ ,\. \ \" -...1 ; I } /I d / / / / # { 1 / e ,\ `` t ' / # 1' #` t f - `"` ~ � � _. -. �` \ `\ ,, \ ' I \ 1,,\ \ , `\\ \\ s.'� } { 1 # 'i� IN I / / f r �� ` ; � \ \ 'III{rd j a f \ /' # I3 f / l I \ \ \ / I _ p d t „�\ I \ \, ,, � ✓ I ' / / / / / / / / \ \ ~ t I I t _ . _, 1-1 \ \ \ \\ ,�, �', \. \ \ \ �I I ` ) / f / f ` Iit £ z p f j \ / \\\ , `'° w '" O. ", \ •"' i l € I / f / / / I 3 / / I,/,- `\ / / � I z I ,gg ...a � ".'' � "i,i \'' +�$�\ \ \ a\\4\s'4 ;\ ,y # \ ♦ I p �` / f /' 'ate j # it i€ f\, �1 Sr fr � \ 1 \ '\ _ / \ \ )' I I I f / / ( / \ /r I I /f I r r \ `\ \ 1;\�\ k\ \\ I ` ! t / II ,J' / # / i//i \ \ \ ~1 I \ t \ / 1 / I I # t \ v \ \ v v ' v � v 1 v I 1 f / / / / 1 / ~°w v t l I / f w y v v�\\ \ \vv, . �\ i I 1 } #: I rt / s i s A \i y � v , v v y v % I I / f t / I / , / / / / /- V "I f / / 1 f I r \ \l\ t , l I t I } / 1 I I' #I ` ,} I rj v,� \ / \ \ \ I 1 i } / f / 1 / / / I / f ,. - \ \ \ '�6 1 / I \ j e t ; f f 1 s , ~ \ \ \ { f # ; 1 t / / SILT FENCE TYP I \ 1 , \ \ { ri, ` 1 I, / \ '° / \, \`. .\ `' "~., �°\ ., \. `\ ,� \ t I # / : `I /• ' I , / f f r / / / --,. '�`"_ `� `' ,6 / t j / s �' .� „�^^ `" \ ( ) \ \ \ \ `,` 1 \ i{ ' / / / # / I f , I j� I s j % z` { \'`' \ t I \ \,. \ \ \ o� 1 1 t I' r' t / 1 \� / / / ® �, \ \ <l \\\ys \ \\\\ \ { # / / - ##` iiilr/f 1 ' } { , \� „ \ \ \ I 1 / / / s^ I / / / ""_, \. $ I i / d I i I # t 1 1 " ` ' \ f\ e I \, -,, '.\ '\ I I # / ..,," `'\ f 1 / I \ } \ I \ \ \%s , \ \ \ \ �. / / ,�' I # # I t [ # r f pl ' \ d / \ \ \ ZIP �I,\�{ 1, \ 1 { # I � DIVERSION CHECK DAM (TYP) ✓ DIVERSION w'.4 / / / DIVERSION / / f �\ \ \ \ . ; i 1 -\' \� N A\\ \ t 1 t / f 11 l f i \ \\ '\\.. " / / %s LIMITS OF DISTURBANCE \ \ \ h.,..„, \ \ \ \ 3 / { I I / . I } DITCH #10 f ,, - DITCH #11 t / DITCH #12 ' / O / � I I I 1 I °� .,;; If / Y I I I I/ ` , / l \ g / ✓ \ \ \ \. \ t I / / f / i \ \ / /J °� / / ..- w ., \� I I € I I It � \ k\ �# # s � f / I- l # I, "`IN i . £;/ 1 `i , ' '/ -- �:---1a,--- \ --- -- -\ - \-=�_----- \ / / ✓ / r - - E , I i , \ \ \` 1 I" I # 'I / r E r / -t f - =vim # { / / / LIMITS OF DISTURBANC ,, I / / f I If r / a \ / / / �� __ _"_� _ _ �, € 1 { ��.,1 4 - -, -, -�� /��/ / ✓ / / / d v I t I I I € sj iVII { ' I I # r / d i I�'_I ` `J i ': /l/ �; \ / - 11 -.�- ' \ \ \ t \ \ \ \ \\\ I / / _ a _- \ / / a / "1� i / i - - f-- - -- I / I 1 ,//3 f , \ \ ✓ { i €✓ t// L 4 / -1 _� r f _ §g� i � �1 , r' i / ( i r t J 4# s s 1 J t 11 # \ a "-,, \ __ "...... .,"„ \ \ \ { \ \ \ v, 1N \ i I r' ,-, o y r ..-� p t " / 1 , '' �' , ""` _ -_. #^"' "` w,.' "� / / ./ /,/ 1 / / � O �' / -- ry, � \ \ � '�' '' C I { a" �t // f I / j ✓ i { I i :...t � i /JI / � I \ \ \ I \ \ 1 l � \' 11f I I I ✓ r ,," .....- j / � j �`,._ _ _._. t \) \ I f /z1 ( s f/ % 1 1 I J 1t i # �jI 1 \ \ \ \ \\ \\ \ \_, { t II1\\ "`{ / g / # / / I 1 / �r o ✓✓ \ f / ,° J 1 // //T -\ mgr \ k, I I i I I I \� > tr1 / �/ / �/ { / I dr #tI II l Jttf;l�r /q \ '\ \ ,\ e � � I 11- 1 I 1 1 r r � �- \ - / / f 1 / \ \ \ J i F I � t I t J r tI / / � \\ - \ I 1 t t - 11 \ f / / / / // \" 1 I I � I f / t / f ' /j 1 III, �/ I If;f , ^ } \ `\\ \ \ o - \ I 1 1 1 1� / } I j + / / ✓ 1 - f / a- I ( I / / { I t I. / # lI / \ - I/ V `� # - - '� t r t v i / : ✓ ` /f // / /'I �r �i I i } ! /I I \ � t /` I i :\/ � /� 1 / \ "` °��,� � `„ t`" .. -- ,_ .._ ""'\ \\ \ \ ~ \ `\ \ \ \ \ `• , I ! t , ®`°","" / p i I I 1 ✓ ✓ .-�°°' ,-'I "~ � _, '^• '" -~ .� �' � t / ,�` s' f yI 8 F = J d' � ,,- � / I / / / / ✓ ✓ ..s ,\ '\\ � w / t / '/ £ _, _ ,,, I / , $ I \ / / / / / / I l j f I I I � / / �£ I \� \ STOCKPILE MAINTENANCE PLAN / I ` : / '�/ ✓✓ -� Ill -_ \ // / / / I I I } = 5I 7 ' µ /1 /` // ,�. / / f # �/l ,.t,t \ CONSTRUCTION SEQUENCE 1, SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 TO OBTAIN LAND -DISTURBING PERMIT. 2, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES, TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION. 3, CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 FOR AN ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE. 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT CONSTRUCTION. 5, INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED PLAN. 6. STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TABLE. 7: WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ALAN ALCOCK AT (919) 868-2560 FOR AN INSPECTION. 8, WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK. 9, REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS. 10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT (919) 868-2560 FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLETION. I `/ / ✓ .�^ ..- { "- \ '\ `\ d,.. „,,. - / / / ^/ /, f / `/ / / { ! i # I I } } / } t I I .� , / f , / r / �` f a' / l / II ; I' , / ,/ ✓ /�-- _ \ . \, / } / EROSION CONTROL LEGEND I I I I I s ✓ f� ,_ vv // // / > f /f / 1 f I I ; , I f I I - // / I : { I ; I / f/ /, ./ r ,,_ �e \ / / // /� /, f // , I/ // # #� I I , III I s\ �/ SITE PLAN LEGEND r / / / 1 I 1 1 I I I / .- t i / / / / / { { / / / s' / / g ;, I \ \ / / / I t I I I } f / s' 11 I, - - � \. � ' t / / s / / t I t / 1 1 I I t i \ / / / / q 1 i { t t 1 I t / / ./ _ ._d. \, / / / / / / / t / I I { \ \ �/ s I k t { I } , { '1 t I / I ! / I/ `\ / / / , I I I I 1 � \ \, / r. STOCKPILE DESIGN CRITERIA 1. A 25 -FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS EASEMENT), 2, STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25' FROM ADJACENT PROPERTY LINES, 3, A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET, 1 4, STOCKPILE SLOPES SHALL BE 21 OR FLATTER, 5, APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS FROM A STOCKPILE, 6, STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY, WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE UNAVAILABLE, 7, ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED BMP, 8, OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY UDO AND STATE REGULATIONS ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL, FILL OF FEMA FLOODWAYS AND NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE (CERTIFICATIONS AND PERMITS REQUIRED), € MAINTENANCE PLAN 1 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED, 2 REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 3 REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES 6 -INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A BARRIER, 4 ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. 5 MAINTAIN SILTITREE PROTECTION FENCING THROUGHOUT DURATION OF CONSTRUCTION, SKIMMER SEDIMENT BASIN DESIGN BASIN DRAIN. AREA DIST. AREA C Q10 S.A. REQUIRED S.A. PROVIDED VOL. REQUIRED VOL. PROVIDED BOTTOM ELEV. WEIR ELEV. WEIR LENGTH SKIMMER SIZE ORIFICE DIA. (AC) (AC) (FT/FT) (CFS) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (IN) (IN) 3 5.07 5.07 0.50 18.71 8,138 8, 543 9,126 14,832 251.00 253.00 20 2.0 2.0 4 4.03 4.03 0.50 14.87 6,469 7,077 1 7,254 12,203 246.00 248.00 20 2.0 1.5 5 3.28 3.28 0.50 12.10 5,265 5, 379 5, 904 9,106 252.00 254.00 20 1.5 1.5 6 3.59 3.59 0.50 13.25 5,762 5,926 1 6,462 10,081 254.00 256.00 20 1.5 1.5 WIF g3 SCALE 1"=60' 0 60' 120' -]DISTURBED AREA = 29.00 ACRES GENERAL NOTES 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE, 2, THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR THE ENGINEER, 3, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS, 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY CONSTRUCTION TRAFFIC, w w w *w w w w w w� -f- $ Jr + + + -- NCDENR SELF -INSPECTION PROGRAM THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PIAN THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, HTTP://PORTAL. NCDENR.ORG/WEB/LR/EROSION WETLANDS TREE SAVE AREA ---------- LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCE - ' ' -!- ' - DIVERSION DITCH �-o o POROUS BAFFLES ® STANDARD GRAVEL INLET PROTECTION ® SILT FENCE OUTLET Is SKIMMER *s^ RIPRAP OR WATTLE CHECK DAM BASIN REMOVAL SEQUENCE 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO DETERMINE IF A BASIN CAN BE REMOVED, INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE BASIN. 2, REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING, 3 PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS IMMEDIATELY. 4, INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE EROSION CONTROL PLAN. 5, WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION. CHANNEL SCHEDULE NAME LENGTH DA C 110 Q10 SLOPE DEPTH SIDE SLOPE VELOCITY TEMPORARY LINING (FT) (AC) (IN/HR) (CFS) (FT/FT) (IN) (H:V) (FT/S) DITCH #5 340 4.24 0.50 7.38 15.65 3.0% 18 3:1 3.78 NAG C125 DITCH #6 280 0.67 0.50 7.382.47 1.0% 18 3:1 2.47 NAG S75 DITCH #7 60 0.58 0.50 7.38 2.14 1.0% 18 3:1 2.14 NAG S75 DITCH #8 430 0.98 0.50 7.38 3.62 2.0% 18 3:1 1.79 STRAW W/ TACK DITCH #9 450 1.08 0.50 7.38 3.99 4.0% 18 3:1 2.78 NAG S75 DITCH #10 230 0.84 0.50 7.38 3.10 4,0% 18 3:1 2.55 NAG S75 DITCH #11 130 4.99 0.50 7.38 18.41 2.0% 18 3:1 3.15 NAG S75 DITCH #12 70 0.30 0.50 7.38 1.11 1.0% 18 3:1 0.79 STRAW W/ TACK Q%pppQQQQQpOQpO 000%k� CARO °o°o oo° 04 '• SS •• �l °o o �', 6 IO1 � 00 4 SEAL �r • -% All 023728 /: o o •" : o 0 • 0 °,°P ,r ••••••••••• Qj"- , °o h ov oQ 0-&�0OQppQQgp�o4 0 v n Li C) r O n I_ N W E z F- -� 3. QQ3 �U d'N ex 1.4 aW 00 �O�cn a='-'� (D N Z 0101 �..I UX ��cv o :�-rn EIV _ H � C, rn Lnrn J w H L6 O = (D M o= H 0 W _w = U Q ., Z O V) > M O U O z U) W U J z 0 O Q U w O z z O F_ d U v) w a z O U0 > ui DATE 05/06/19 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE 1' 60, d' z Q) V' o /� O v ., 0 z .-j O N 0 O � 'm QC o 0 s o U ,- W Q) z =� (� 0 v In � U ( J U° i c c _�, Z L '� O 3 U O T co z o� � a- � v) c °) 0 a� z a� U W o 0 L s W C 3 v Q) O v' p__q Z= mQv ° co C P...q W >, c Zv O z E Q 0 °L I - U' � c F__q v n��--Z) O co z o -a D 0 z N° O z O W G F: -a v w.0 H o .iy. Q � s `m o W 0 U A o (• ■ L r-. V a- c: a) c > O . V) U v o W (rin xv V t Q I- v L_ O O u ° c �J / c ) aci U •- O In -a :3 U °) v ' U> 0 Q) vIn JOB NO. v v 37500 ° c c O v SHEET NO. Q- a 4) a - co C5.1 Is v STOCKPILE MAINTENANCE PLAN - x r{; h ` t 155 ,e ', # 1 , ••-` � � � E t `xb i ;° � yr �' € � � € t � � �. f � �" � � � on n o 0 o a n 1, SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS, TARPS SHOULD BE KEYED IN/ Grpg, 14 1 �/ 1 1 i p�U A,,, it P� o'".,°' a t , § � x„ -:: r #s t.1 �. `\ f f p0 0° r r ° CAR o AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC, 11 '(14)3r r`S� ©L °O \ '� � � 9 ' "',oo° p4' •••...... l�roo l` 1 f¢I t°' I -€; I q• �¢p� 2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBILE PARTY MUST NOTIFY WAKE COUNTY OF A N ` t _ ; I ,�" LIMITS OF DISTURBANCE NEW RESPONSIBLE PARTY FOR THE STOCKPILE, ✓ 5 , \ # a P "fog- sl* -o � 1 ll o ; SEAL • /°� \ i -► 1 ( I i t j 023728 o 3, THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.mow, ' -. ► --- � # ♦ 1 t • s ( -'' r ,� � � � �„ f 1 � t'� i ;� ��s ffi': a r ` � 1 `' ,, ,,. � -"" --- r j "�w--""`\ ? t j o ••�'N ��s � o 4, ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE WHERE PRACTICAL , 1 %" f - ; ♦ I I o •. G�1+ .• '� o ( ) I x'13 ; t J r i \ b / f I i o �. s. •• o Wl �` r ; i x'Oa� t ! {' r 1 ♦ i�t DO 4d 157 ATTENTION CONTRACTORS f'a s 4, r `" i \ I I [ ♦ i s f r /10 e 1 1 167 , THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ` ` \ ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO x114 N� SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS $ \ '" t c fit. +� `'k / 1 } 1 ~ t II �_` FOR THIS PLAN, 0 f. t 'r ;r P y t l r ; 155 i <€ .001 vN NE y- '� _`` � '� 1 , � � ♦ ,,.,>- :,"` '` � J�/ � e� ._._- -, " --° --•- ~,.. � '' 71 I j E � � ,,• N E Lu ' r I l $ r q �' <�i I t 1 ` ' 1 l �I'III I I Z 3 r ti 1 iy � I I I [' !- 0 � I� � a`'s+, � : *° �� ,°+. � '• .✓' 1 1O � 4 t; � t �� i. i 1 / _ E ., i 3 III ' I { `-- ""v Q • 1 , r €,I( _ CONSTRUCTION ENTRANCE w � �1 ` w0 Lu V cv /atj ;' I _ � W` r �\ r l 1 s �' t 1 i 1 II; Z _ r p f v r a 1 i,° 1 l I I i! 9LLJ N (� � d Ip IqI 1 1Iw _ II "f'a'O'i� I~- o l > 114 I f i 1 ',° y1 e " »� I i 15 I _ _ € I / III \ \ tz'� }; o� a r ! }_t a' i�� `�� i I I l r mm _ nI df Z�" og �� Ui } 1 a 1 �' \ � � 4 � $ � � � '\ 'si � -'"""µ • s� I °� � t t f { ``, 7 ..�" �"'� r„' ,%<,%`f 5'' � E Lu > I \ ! 124 EXISTING STORM DRAINAGE \(R,t7 I f o w s I r F t t t k k *-� Ln M 117 �� /yf / [ l r _ - 1' 1 1 w _ 1 y7 f 1 1 } I _ �\;\ r \ w; r ,P-,i� I� � '� ,� /� � � ��lap \ `` a`-'�'� -,;`� f.�, .4'� � \ \\ � `• „,, \ \p °*• \ r / "'" •„ � '°� � � ` � �' f � � °°,«.. , # � 1 W s .-. ...W #� # # � '/ f i �� " {n �� ".,. " � ( � t� r � / � t��,;�` ``N .„`°,`^ !, `o ,� w'- „., ,�.,�° ,�,,, � � y»... 'y `-.. _ -,,, .... ..., r � / �`� f f' � •� ..e--^° _ ,,,,• '~-."'" ..,,-- It � f/,-. £f g"'� .f � ✓" O <.. -w, � � "-'"" "' a„• --... .,.- � r � f F f' � I � � .., ��^ewse �' ""'„.„-,R ,., -,-,..FS 1C \ 1 ! 7T LIMITS OF DISTURBANCE --270-- / � ,. 'ff 1 � - /f� ..,-`J'_. .•.._ --", ^'-,.""°.., ,,..� W ".." � � ""°va \ O#r- ..,.. ".... _ � "„•• ..._,,.r „w .. -d � / ,' �`�,,.✓' i {° �TM...,,,a, ",.-t. ^" .,..- 5...•. /�" .'' ifM CONSTRUCTION ENTRANCE" 1 ( t z ~.. ... $ W € •.-• -.^' ,/ 1 s` j 3 i `- .a' �,' ,% t '�/ '"s y ` „„,,: '%"--�--�.a �_ ""�.^...g:.,:,"`- - `_",�.,,,,„ o, --- _ ` e_ / 1 #1 to 0, zr' 1 Lu w °•,'�' \ �»., `^e 3 � � �' w } { � ,` / �i " »-; •� ._, # _ .°-,.~,._",_: ,,, ,,--°-_ . .".. p" --- _ / 1 I t' �j C m „„ '°a iWi I- ;"'i<4 "'�x, .._._..._......„-^_....,. „n....,.« •..w-~"!.`" ¢ si V(�i e T ca M101 �,,, f� f � � -�- �` .- , r / / r i l � � `� _,. SEDIMENT BASIN #1 �,- r'tos" 1 i I � �� €' , .� -.. -� ,, / w? ,,. ,, ,„ tl.'. ,'" / ,.- t � / � i � � `'� , `.•- - SILT FENCE _ `,„ - .,, „ m O , 11 / t fi# /jsf pY'r f ,"'"° '"./ / /I f / ..e^ »» w r r ✓r / ' ' / 1 a€ it ` • .,_. - 4 ff•'' " ~ ,,. i8t e..a,,,_?-ifj " _,„ _..,, ,ti., .. .,,_ ..,W...... " .__.... _ _ _,.,,, _-' } / / 1/ 1 %I/ i # s f g r ii I i# Ln DATEBAFFLE (TYP) ' 05/06/1 9 1 w~ 7 I" M CONSTRUCTION ENTRANCE r / §" 4 _~_ _ _ -„ p t/r x d iii { 27fl ARMOR BASIN ENTRY SLOPES. , INLET PROTECTION (TYP)... a t %� �,�,' "•S e„ ,� � f r -- t � � - INLET PROTECTION (TYP) rte, B. INGE 4 EXISTINGSTORM\D,RAINAGE 1 III I 1 x LIMITS OF DISTURBANCE e, DESIGNED BY € I B. INGE � 1 � % DIVERSION „ 'F�\ ry`'--., «. """` - � \ � � # � . """. �,,;,,�.�:""-�,., � � --,,,- ,,.- ,...,.,.•.»..._._...�...�•:-,.. CHECK DAM (TYP) ..� -�--.._..,.. _ � � � / � I � � . ' / / I t DITCH #4 k 4 .' a - -,~ DIVERSION _. DIVERSION - I t " � ,' 8 �a�°�.�`�. ``� � �''\� '°� I/ •. �� - �_`. "'�;.~ `•",• ..:� . � ._._......,. �..: _ _ � ~" � '' � � �' ,�„ _ �- _ µDITCH #1 fl } I I i m�. � '" _ V 0 CONSTRUCTION SEQUENCE 3 v z Q J IL v L0 U I 0 0 L0 PI) LE L 1, SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 TO OBTAIN LAND -DISTURBING PERMIT, 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES, TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS AS SHOWN ON THE APPROVED PLAN, CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES, SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION. 3, CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 FOR AN ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE, 4, BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED THROUGHOUT CONSTRUCTION, 5, INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED PLAN, 6. STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE, SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TABLE. 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ALAN ALCOCK AT (919) 868-2560 FOR AN INSPECTION. 8, WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK, 9, REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS, INSTALL ANY REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS. 10, WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT (919) 868-2560 FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLETION, STOCKPILE DESIGN CRITERIA 1. A 25 -FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS EASEMENT). 2. STOCKPILE FOOTPRINTS SHALL BE SETBACKA MINIMUM OF 25' FROM ADJACENT PROPERTY LINES. 3, A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET. 4, STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER. 5, APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS FROM A STOCKPILE. 6, STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY, WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE UNAVAILABLE. 7, ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED BMP. 8, OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY LIDO AND STATE REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN. DEVELOPERICONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL. FILL OF FEMA FLOODWAYS AND NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE (CERTIFICATIONS AND PERMITS REQUIRED). F MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. 2" REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY, 3, REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES 6 -INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. 5, MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF CONSTRUCTION. SKIMMER SEDIMENT BASIN DESIGN BASIN DRAIN. AREA DIST. AREA C Q10 S.A. REQUIRED S.A. PROVIDED VOL. REQUIRED VOL. PROVIDED BOTTOM ELEV. WEIR ELEV. WEIR LENGTH SKIMMER SIZE ORIFICE DIA. HIGH QUALITY (AC) (AC) WATER (HQW) (CFS) (FT) (FT2) (FT) (FT) (FT) (FT) (FT) (IN) (IN) 1 5.83 5.83 0.50 21.51 9,358 10,124 10,494 17,928 260.00 262.00 30 2.0 2.0 2 7.23 7.23 1 0.50 1 26.68 11,605 11,612 13,014 1 20,415 253.00 255.00 30 2.0 2.0 POSTS 4' APART tII € sl ALONG BUFFER AREA < __SEDIMENT I _BASIN #6 r A WETLANDS' SITE PLAN LEGEND SCALE 1"=60' 0 60' 120' DISTURBED AREA = 29.00 ACRES GENERAL NOTES 1, THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR THE ENGINEER. 3, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY CONSTRUCTION TRAFFIC. - -- -- STREAM CENTERLINE u 0 o 0 o o 0 01 FLOODPLAIN WATERCOURSE BUFFER F a}� WETLANDS TREE SAVE AREA ....,,:.a-� ..w",�. w^ y � :E....a�»'^^^ ,,... �.a� � i � £#i f� E f � 3 x 2 �'. � � • '-- GROUND STABILIZATION W z s EROSION CONTROL LEGEND SITEAREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SLOPE DEPTH SWALES, DITCHES 7 DAYS NONE AND SLOPES (FT) Ltz0 HIGH QUALITY (IN/HR) O WATER (HQW) 7 DAYS NONE ZONES z 0 Q T SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR LESS IN THAN 3:1 14.13 LENGTH AND ARE NOT STEEPER LL! a THAN 2:1,14 DAYS ALLOWED SLOPES 3;1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER FLATTER Q z THAN 50 FEET IN LENGTH ANY OTHER AREAS 14 DAYS NONE (EXCEPT FOR PERIMETERS WITH SLOPES 0.66 AND HQW ZONES) FLATTER THAN 4:1 400 1.41 * "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE " (SECTION II.B(2)(B) � � o ~ c NCDENR SELF -INSPECTION PROGRAM BASIN REMOVAL SEQUENCE ' Q z ' THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION CHANNEL SCHEDULE ID Q U s C � Q10 SLOPE DEPTH U = u z , < (FT) Ltz0 (IN/HR) O (FT/FT) V) (H:V) z LLQ �z°WC z 0 Q T 450 3.83 0.50 7.38 14.13 z LL.I LL! a 1.69 NAG S75 u)� Q c 0.63 Q z P..4 W > ce z 1.0% J H (¢j 0.66 � � o ~ c NCDENR SELF -INSPECTION PROGRAM BASIN REMOVAL SEQUENCE ' Q z ' THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION CHANNEL SCHEDULE NAME LENGTH DA C 110 Q10 SLOPE DEPTH SIDE SLOPE VELOCITY TEMPORARY LINING (FT) (AC) (IN/HR) (CFS) (FT/FT) (IN) (H:V) (FT/S) DITCH #1 450 3.83 0.50 7.38 14.13 1.0% 18 3:1 1.69 NAG S75 DITCH #2 150 0.63 0.50 7.38 2.32 1.0% 18 3:1 0.66 NAG S75 DITCH #3 400 1.41 050 7.38 5.20 1.0% 18 3:1 1.00 NAG S75 DITCH #4 100 0.86 0.50 7.38 3.17 1.0% 18 3:1 0.78 NAG S75 c1 s 1 U z _ � Lu� (� F_ O r Z Uj c 0 0 o cL N (u nj U .i. V t `o O u� c o E 0 0 U 0 0 306 NO. o v 37500 0 SHEET NO. a 0) C5.20 m v c c 0 GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, S.A. PROVIDED VOL. REQUIRED SWALES, DITCHES 7 DAYS NONE AND SLOPES SKIMMER SIZE ORIFICE DIA. HIGH QUALITY (AC) (AC) WATER (HQW) 7 DAYS NONE ZONES (FI) (FT) SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR LESS IN THAN 3;1 (IN) LENGTH AND ARE NOT STEEPER 5.07 5,07 THAN 2;1, 14 DAYS ALLOWED SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER FLATTER 14,832 THAN 50 FEET IN LENGTH ANY OTHER AREAS 14 DAYS NONE (EXCEPT FOR PERIMETERS WITH SLOPES 4 AND HQW ZONES) FLATTER THAN 4:1 0.50 14.87 " "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE," {SECTION II.B(2)(B) ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. {TYP} f A DIVERSION" DIVERSION DITCH #2� DITCH #3 F 740 lk v e r ^` A. DITCH #7 HORSESHOE INLET PROTECTION ` \` �o ' SKIMMER } ' (1YP}�" ", SEDIMENT BASIN #1 l SILT FENCE t j d a" TEMPORARY t� t 1 2"ORIFICE �` /- ._._ , ` \ BAFFLE (TYP} I 1 1 _ wf PUMP -AROUND ,- r i ` ! 3 �,i ` M - , 1 0 1 SECTION OF RCP TO BE INSTALLED a ,- -~ � � '. , � �'. ``�,� � �, ~� „ � - o I € 1 (SEE DETAIL) LIMITS OF DISTURBANCE ONCE SITE HAS BEEN STABILIZED / ✓ _ t"- -•� ,moi 'AND - - '., SILT FENCE e - BASIN HAS BEEN REMOVED I 1 > INLET PROTECTION _ ��' e 6'x4.5'x12" , b OUTLET TYP � { } ' z° 6'x4.5'x12' CLASS A RIPRAP E CLASS A t. __ � . s ._ ` "SILT FENCE �, =� . �, g � �- ' ♦ t /'I y`l RIPRAP t �. / CLASS A 1,, BAFFLE 1 SILT FENCE ti " RIPRAP „ I I 1 ; 'A? s� _ 4�.t : - OUTLET {TYP} }t I � `- "^• � �, � •` � y k_'s `„ PLACE SILT FENCE ` CHECK DAM SILT FENCE I 11 ? S Y. , 3 t +, 4� ``°� •:� '� POSTS 4 APART ALONG BUFFER AREA 5 tg ' 9 / ` 1 / I 1 I �' € ( s� PLACE POSTS4'APART _ .tea .° 4 °� DIVERSION ti '4 DITCH #1 , . ALONG BUFFER AREA LT S FENCE � F `�� , OUTLET I INLET f �� , OUTLET Wa +• �. O) / WETLANDS.. I I i I f I i WITH NAG C350 OR RIPRAP M 13 : € € q.; ` .._ ({ } 1 / d 1 SEDIMENT BASIN #6 SECTION OF RCP TO BE INSTALLED ONCE SITE HAS BEEN £f � p 4 � 'fi ! 1 .:I � .` � � °� � i / _ _ _,,,. _ _ -�,• ""'* > � �, N d SILT FENCE _ < STABILIZED AND BASIN HAS BEEN REMOVED OUTLET TYP ` ,, _ ARMOR BASIN ENTRY SLOPES SKIMMER `� { } ) � .` i € -- � WITH NAG C350 OR RIPRAP d ! J € 4 t \ i t y SEDIMENT BASIN #5 1.5" ORIFICE _ = 6x4.5'x12" , -,, d t 1 I f f I �. t DIVERSION i I ;' 1� �- E CLASS Ai'i�i s�\� DITCH #6 ! ARMOR BASIN ENTRY L � _ �1, f , ,. , RIPRAP -LIMITS OF DISTURBANC a i } I PLACE SILT FENCE t / SLOPES _ _ _ f ! l SEDIMENT BASIN #3 i } �°` �, ! 188 i � ! � 1 s � � � a � �, � POSTS 4' APART '� i � � � � � i �; € i WITH NAG C350 OR RIPRAP �P) � ♦ ♦ '� ,� , "�`� 1 1 f ALONG BUFFER AREA + ♦ € / _ 1 I #` �, .. �` �t '' € i 1 ' 1 ; , d DIVERSION -- - - -� -- �.' SILT FENCE (TYPa�� ARMOR BASIN ENTRY SLOPES i ti ) I I SILT FENCE {TYP} 1 i I / i 1 € ` € f / DITCH #8 - r - - ® SILT FENCE (lYP) 4 ` PLACE SILT FENCE s i ( P S % , ' s WITH NAG C350 OR RIPRAP 1 / =� e 1 d t z ♦. i � • � „�` •�t 1 `. � � 1 i 1 f I � � � °� d ''° ,. °' � ` � � � � �, �, � '�� `` '` t � , { ,,, 1.5" SKIMMER �... POSTS 4 APART' i I 1z SILT FENCE P _-d _ _ ._. 1.5 ORIFICE < 1 / rIF/ BUFFER. IEo' 1 (TY) I __ _„ _ "` � i� � �` � `s"� ,, � � ALONG REA 1 t � P �: r 12'x32'x26" - �1; I i�. ..."�.�""-.- ,.. € tEj I ° t ° s; SILT FENCE ♦ �f° s a f TEMPORARY I Y b 4 t l t g f t I d CHECK DAM P I - t J= t_ { ) i 1 dd i 4 I {TY) 10 ✓ CLASS 1 ! 1 i!' i i d I ♦� Y BAFFLE TYP ♦ i} , 1 �° O �.. 1 11/1 ._ RIPRAP RUMP -AROUND 4 1° 1 r i - I i '- , g TEMPORARILY DISCHARGED PROPOSED , / _ I D50 - 10" {SEE DETAIL) I 1 t € t ♦ e i 24" RCP TO BE TREATED IN BASIN �� ; - " I I ; i I 83 [ �€ ,, i 6 d �. �� , ' Y DIVERSION 2 I i / € �� `b� 1 GLASS 1 3 I j ` I ✓/ SILT FENCE TYP} ° �p g'q .g"°,"�.#°'� "'° '' *"i""' ` q 0.'s +. : ,♦ t t . ,,,, "'a i (�jjj / �,,-. ,�",��.iV t'E&%. „ i -w"+. 5 " `�, O ,,,,°`."^,„ - " / € ° TEMPORARILY DISCHARGED PROPOSED t I _ _ _ L '` 24 RCP TO BE TREATED IN BASIN ♦ l f /'1 [ I ,. INLET PROTECTION (T1(P) 0.` v zp 1€' -70 I d t € d d _, - CHECK DAM (TYP) I 4 _ DIVERSION I I .� --- / � � � t � f ,,,. �, g., � � .g ,, d / �..--' ,�• ®,. # , �, I ! d DITCH #5 p I I ! r-'' 2 g t £ a. €�" 4 i t i 5 INLET PROTECTION (TYP INLET PROTECTION P ,, € ..- '°'"' ,-",`` ��- J �, -�--` .°•'i T (I � I i t l / E3 f pg } 1E`4� / .' `„. "` j ✓s'°' _..., ,,,_, .,,, "`^ '♦' r' ` T O. is TEMPORARY HORSESHOE INLET T SILT FENCE P PUMP -AROUND PROTECTION P s d~ ✓ f 1 I rt y M {SEE DETAIL} I I p C06 )E INLET d E 1 I f TYP PROTECTION 1 1 s� J 1 Id r V a� ( ) t ♦ t ` I /j i.11 s ;tell � .-.� I � CLASS B LIMITS OF DISTURBANCE t �' 1 a ' o % I t t RIPRAP / I f DIVERSION (TY) DIVERSION { qe , !1 ''" € i d { t €P CHECK DAM P DIVERSION € € D50 = 8" DITC ._ �' ._ ~ . _._ „ '_~,,,,, #11 € , �°� DITCH #12^ � °� i � „- � ` ! r 1 f r ''1 1H D I d d d #10 CH --'c --y--- --- --�- = - -- --�� - ----- :. - i ._., m , 77 r f _-- _-- _ '{ -" �, ✓ s � . � ..,. LIMITS OF DISTURBANCE 7 t � � d �; t i e 1 d `/ ""`- � \ �` � I `i ^� "" 1 f l d t �, r ✓ s .' ,. �, `w,,a `` ' j � t � � / i s` '' `� 1 - `- Y"" ,.- � ' � I �° I t >' I / j f ✓ r'" / r' ,✓ `..„ ,� «z r � i �, E r d It t[ t I! r I r o g ✓ 1 d r s l 1 ? } 9 I _d 3 t I1 t } r' -`° ,,„ .. .,. ... � `"- -- _•_ „,,"' "'- ~`' � `* � $ I 1 � s ! 1' '' ,,.- ✓' O .✓ 1 ..» -,.. „ `'' " ,,,< � f � % ¢ / ..- � ''°' '% � v°.- £ I � 1 { J �. � � 1 / � � � � � � Jj�# �++` ;��j,�Ij �' " t � �, � ~,,`^' -- - "" w , ' - "",° � � , 1 �. �. � i t � a `'--- 1 f t 1 s r ✓" � ,,, . ,� f F € i @ � I � �` / � ' � � f � d t, � ,� � '� 1 s f d �' ,., r .o ' ., ., `� � � � r � .� d .®"I '� I ° i } { 3 ; r` [ � � ..." / 1 � ®' ,. f > �I € • d ,�, „. ,, STOCKPILE MAINTENANCE PLAN / � / � � 1 d �' O '` _,. ''~ ... '" � .- ,_, _,. � '` � �" � � p ✓ 0 � '� I � l � '� � / � � � I I r � � f ' � �° � '� # d / � � � I€ � / � i i EROSION CONTROL LEGEND I � / � ��' � 1 �� '�� . •' � ,,- ' �- ,.� "` �.. �, � , � �, � w „_ "," / � � � � / ,� d s �, � �` � � �. � �� ,� it � ? � ? � ..,, � _ � � ,� t �` � o . € � � SITE PLAN LEGEND i � � i � � � I ( t � � I .r°� d � .� � �. -- -� "_ "` --, �, �� `, � � � mow„ -,�' � / � % l `' d � d ,� � tl 1 � t t }� 1 ? � � l ' �, 41 � � � Y.,, ''� �` ✓ �' � I 4 m 1 I t k \ Io I. i i I/ d t q „ 11 11 / �� --- -•• 11 \ N \ ! 1 1 ° � ` i 1 4 1 CONSTRUCTION SEQUENCE STOCKPILE DESIGN CRITERIA 410 EL 3 v z a J EL W 0 M 6 I a N L i m v> L 1, SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 TO OBTAIN LAND -DISTURBING PERMIT, 2, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES, TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS AS SHOWN ON THE APPROVED PLAN, CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES, SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION, 3. CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ALAN ALCOCK AT (919) 868-2560 FOR AN ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE. 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT CONSTRUCTION. 5. INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED PLAN. 6. STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TABLE. 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ALAN ALCOCK AT (919) 868-2560 FOR AN INSPECTION. 8. WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK. 9, REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS. 10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT (919) 868-2560 FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLETION. 1, A 25 -FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS EASEMENT). 2, STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25' FROM ADJACENT PROPERTY LINES. 3. A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET. 4. STOCKPILE SLOPES SHALL BE 21 OR FLATTER. 5. APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS FROM A STOCKPILE. 6. STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY, WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE UNAVAILABLE. 7. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED BMP. 8. OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY LIDO AND STATE REGULATIONS, ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL, FILL OF FEMA FLOODWAYS AND NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE (CERTIFICATIONS AND PERMITS REQUIRED). MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. 2. REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 3, REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES 6 -INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A BARRIER. I 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. 5. MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF CONSTRUCTION. SKIMMER SEDIMENT BASIN DESIGN BASIN DRAIN. AREA DIST. AREA C Q10 S.A. REQUIRED S.A. PROVIDED VOL. REQUIRED VOL. PROVIDED BOTTOM ELEV. WEIR ELEV. WEIR LENGTH SKIMMER SIZE ORIFICE DIA. (IN/HR) (AC) (AC) (IN) (CFS) (FT) (FT) (FI) (FT) (FT) (FT) (FT) (IN) (IN) 3 5.07 5,07 0.50 18.71 1 8,138 8,543 9,126 14,832 251,00 253.00 20 2.0 2.0 4 4,03 4.03 0.50 14.87 6,469 7,077 7,254 12,203 246.00 248.00 20 2.0 1.5 5 3.28 3.28 0.50 12.10 5,265 5,379 5,904 9,106 252.00 254.00 20 1.5 1.5 6 3.59 3.59 0.50 13.25 5,762 5,926 6,462 10,081 254.00 256.00 20 1.5 1.5 SAO g3 SCALE 1 "=60' 0 60' 120' DISTURBED AREA = 29.00 ACRES GENERAL NOTES 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR THE ENGINEER. 3, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS, 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY CONSTRUCTION TRAFFIC, NCDENR SELF -INSPECTION PROGRAM - - -- STREAM CENTERLINE -0000000 FLOODPLAIN WATERCOURSE BUFFER WETLANDS + TREE SAVE AREA THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, HTTP;//PORTAL. NCDENR.ORG/WEB/LR/EROSION ---------- LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCE - -AIH- - DIVERSION DITCH 0 0 o POROUS BAFFLES ® STANDARD GRAVEL INLET PROTECTION SILT FENCE OUTLET SKIMMER RIPRAP OR WATTLE CHECK DAM BASIN REMOVAL SEQUENCE 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE BASIN. j 2. REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING. 3. PERFORM SEEDBED PREPARATION, SEED, MULCH ANDASPHALT TACKANY RESULTING BARE AREAS IMMEDIATELY. 4, INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE EROSION CONTROL PLAN. 5. WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION, CHANNEL SCHEDULE NAME LENGTH DA C 110 Q10 SLOPE DEPTH SIDE SLOPE VELOCITY TEMPORARY LINING (FT) (AC) a (IN/HR) (CFS) (FT/FT) (IN) (H:V) (FT/S) DITCH #5 340 4.24 0.50 7.38 15.65 3.0% 18 3:1 3.78 NAG C125 DITCH #6 280 0.67 0.50 7.38 2.47 1.0% 18 3:1 2.47 NAG S75 DITCH #7 60 0.58 0.50 7.38 2.14 1.0% 18 3:1 2.14 NAG S75 DITCH #8 430 0.98 0.50 7.38 3.62 2.0% 18 3:1 1.79 STRAW W/ TACK DITCH #9 450 1.08 0.50 7.38 3.99 4.0% 18 3:1 2,78 NAG S75 DITCH #10 230 1 0.84 1 0.50 1 7.38 3.10 1 4.0% 1 18 1 3:1 2.55 NAG S75 DITCH #11 130 4.99 0.50 7.38 18.41 2.0% 18 3:1 3.15 NAG S75 DITCH #12 70 0.30 0.50 7.38 1.11 1.0% 18 3:1 0,79 STRAW W/ TACK 0000'S� SCA � O °O°°o 00o O �. CESS j0 .� � moo Qu q � 4 SEAL 023728 9 a o o • � o ooPrfQ� a°'JA oae °°©ooOp09966" o. E tA 0 U c 0 ^ E � E Lu Z41 P s 3 a w $ W W 2� N U. o z O LuO Q_ J6 a z W cl� V) W "_ 0 � 0 m O E 1' ;.d U) tD C) °0 P-1 w �rn � Lnrn J w I- amd- z 4)ry O 66 a a� N �z NO o:2� C rr^^ _F- vl c 0 L .� o I- N w�N Ln O U r -I < 41 °J 1 `" U U 3 cgo 1..{. z 0 o m x z 1 z O :Dm UJI U to Z U w o s Z O Lu0 3 Lu a U 1 z J u) Q o � Q H Lu Z o 0 z c z E J >Q0�o c 41O 0 � O(n �D aI-0 < mzQo0 z , o Z ~ w mo 6 H (n F .__ F -0-0v O '-' a1 Z � o ii W UU a� o� o U i■�il� o w "-0 rr nn x -0V s E"J `- o O ) Uc tJ / c a-' :3 > o 'm �o :3 U O i 'U O >N ui o o N JOB NO. - o c 37500 N _o o SHEET NO. Q a� a C5.3 �o tA O t'? O d w > W Lu � d z O DATE M 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INCE CHECKED BY . K. ROBERTS • SCALE 1 " = 60' t amd- z 4)ry O 66 a a� N �z NO o:2� C rr^^ _F- vl c 0 L .� o I- N w�N Ln O U r -I < 41 °J 1 `" U U 3 cgo 1..{. z 0 o m x z 1 z O :Dm UJI U to Z U w o s Z O Lu0 3 Lu a U 1 z J u) Q o � Q H Lu Z o 0 z c z E J >Q0�o c 41O 0 � O(n �D aI-0 < mzQo0 z , o Z ~ w mo 6 H (n F .__ F -0-0v O '-' a1 Z � o ii W UU a� o� o U i■�il� o w "-0 rr nn x -0V s E"J `- o O ) Uc tJ / c a-' :3 > o 'm �o :3 U O i 'U O >N ui o o N JOB NO. - o c 37500 N _o o SHEET NO. Q a� a C5.3 �o UTILITY LEGEND SAN PROPOSED SEWER LINE F PROPOSED FORCE MAIN e` tD 0 PROPOSED WATER LINE 811W WATER LINE TEE FIRE HYDRANT i WATER METER Q REDUCER ® GATE VALVE. ®® BLOWOFF ASSEMBLY SITE PLAN LEGEND STREAM CENTERLINE -w FLOODPLAIN WATERCOURSE BUFFER WETLANDS ,/ TREE SAVE AREA ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. 295 291 28 281 27' m 0 -1 27( ry a 0 a 0 ry a co U 26! 0I 26C N �) N `n 255 a s o' U �I N 0 s cn UI 250 Y 0 Y a 0 a� I 245 -� 8" DIP, 24" RCP CB 509 e 15" RCP CB 510 /. 1 j1 CB 507 EASEMENT j / 30" RCP 30 20' PRIVATE (TYP) ( r 12 x8 TEE, ' ( / r 2) 12 DRAINAGE G.V. , �< t e „ / ... �� , EASEMENT , PUBLIC 1 WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. j CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE �8" DIP � �' %j 1 �� £' t (1) 8 G.V. It � � � �� CB 501 MH B2 (5') PUBLIC + ° ` 8" DIP ,, y/ fy' 50' NEUSE SEWER COLLECTION / EXTENSION SYSTEM �` ``o,, �� `� ` 1 � / �,, �• ,,,� � RIPARIAN BUFFER ' -« # THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND / MH B5 (5) `. 4 r ` r f ,' EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN J ` ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS '" ®� t r / X30 ,' EXISTING MH B1 ` '® 903 ,' USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS ,12 x12 TEE �`, , (2) 12" G.V. `' ' r ,` �' AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES I (1) 6" G.V.\, FIRE HYDRANT HANDBOOK. CB 502® ASSEMBLY (TYP) CITY OF RALEIGH 12"x6" REDUCER , f ' , j << PUBLIC UTILITIES DEPARTMENT PERMIT# FIRE HYDRANT ASSEMBLY (TYP), r ,` AUTHORIZATION TO CONSTRUCT # - \ \ Y 6,� DIP WATER LINE � €� f 111 DATE ...� \. BELLEFORTE PARK CIRCLE PROFILE PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' 0 50 PROFILE SCALE NA° aim SCALE 1 "=50' 0 50' 100' ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. 12+00 L IvTv� 1/-0 1°*uu 1VU111] rliww�iili7 21+00 22+00 23+00 24+00 25+00 26+00 295 290 285 •:i 275 270 265 '.1 '55 150 45 1 I 27+00 p4440UU0p o4F •O''i �+'S S jQ'�• �t o00 Al SEAL • �f O�� 023728 o � o 4 0 o� ��0004444 HIGH P STA = 13+98.13 e` tD 0 E N W z j HIGH PO NT ELEV = 280.78 aul ,d LuU 994 < CL IL CD z O �O.N a&' -lo a ? PVI TA = 14+15.49 I € CBI 510 �a in 14 Ln p o �� O L � H o ao PVI LEV = 281.43 TOP 278.14 Ln0% 3 A D. _ -4.33% INS OUT 274.00 x y K = 30.00 j CB 509 p W > W i 130' VC TOP 276.3 W_ _ C) o r INV IN 271.95 (W)Lo i l C) [ o INV IN 271 95 (NE) 3 CB 507 1 z 0 + N M - II 001 EXISTING MH A27 + N I I INV OUT 2 MH 1.20 SE 3 ( ) TOP 274.90; 5 f5� INV IN 269.4,;0 I (N) DATE w j � 05/06/19 p INV OUT 27.31 (W) U I TOP P76.75 INV OUT 260.20 (S) ( i DESIGNED BY B. INGE > 00 , > w INV I 259.10 (NE) MH B4�(5') • SCALE . H: 1" = 50' (` m w€ INV OUT 258.90 (SE I C TOP 274.16 �. INV IN 508 1 INV OL X58.40 (NW) T 258.20 (S) 1 f i OW POINT STi = 21+95.54 1 5$% TOP 276.31 _. I _ CB 506 IN V IN 270.80 (N i PVI STA = 2�+43.15 EXISTING EXISTING 6" DIP T 36" MIN. IN OUT 270.60 () TOP 270.79 ! CB 504 INV IN 265.0 (N) PVI ELEV E 261.43 N w ' € WATER MAIN _ �` .r ? EXISTING TO 264.79 INV OUT 26 .80 (SW) INV IN 257 30 (NWj A.D. = 10% ; I w `.. C!L GRf DE MH B3 5' INV OUT 257110 (SW) O� K = 70100 € € a a � OW POINT ST = 25+51.69 1 FIRE HYDRANT __ TOP 270.52: 105' VC - LOW POINTE EV = 256.71 E ASSEMBLY (TYP) 4" RCP € INV IN 257.5 3 (N) CB 50 coomc EXISTING M 61 i PVI STA 26+16 µmomm I 1.30% �� 137 LF 2 TOP 265.4 INV OUT 25.30 (SW) tN\/ IN 258.00 (N o N o o + N o Lo TOP 259.92 rn INV IN 248.5 (NE) + `- PVI ELEV 255.52 ; _.. 6 DIP " V1 TER ^. LF € z 7 o 24" RCP5/ INV CUT 257.50 (S NII II U I N INV OUT 24 .30 (SW) A.D. = K = 4 09% j 1 LINE X39 15 RCP �._. ..__ _� 3.06 /o _ .._. _� u3 > = to i �; i B 501 .61 ! EXI 414 TING F w N REMOV EXISTING w �F o .r:, . @ 5.29 /o w Sri PROPOSE ` m C3 503 �`� w P 259.73 ��i TOP 261.37 �� C 2 53' VC EXISTING MH X10 „ 8 P C to 1 BLOW ASSEM BLY�,p ` C/L GRADE E I V IN 254.10 (N) FIRE HYDRANT INV IN 255.90 (NE) °' TOP 257.83 @ 1 Q 11% a; Q CONNECT TO EXISTIN- a WATER! MAIN 18 MIN. I _ I I V IN 255.15 (N' ASSEMBLY V OUT 255.70 S (�M I V OUT 253.90 SE) N I N u (TYP) € NV IN 246.30 (RIW) € NV IN 246.30 (ISE) �� II w 12 x6 REDUCER ' P 192 LF _ U m > U INV IN 246.30 3 12"x12" TE „v „........-......... 24 RCP € CB 502 _ m I V OUT 246 103(S) I 3 2 12 G. O " � j � @ 3.55°/q TOP 259.58 �.,I ; INV OUT 255.50 (SE) EXISTING CB 11 (1) 6" G 32 LF i ? ? TCP 256.91 INV IN 250.80 (N 24" RCIP :r ?` INV OUT 250.30 (W) 1.25'✓0--------------- EXISTING ' 12 DIP Y 15 LF 92 LF WATER LINE" y 34 LF _ 24' Q.51% RCP € 8" DIP 128 L ca` l l 15" RCP ? @ - @ 0_.._5.51 0.55/ 18" MIN. @ 1.04%1' � i MIN. " 3 4 v DIP` 40 LF @ 2 144 LF i o O8� �� 1 0 F € �� l i 30" RCP 12"x8" TE @ 0.50% (2} 12" G. „ �� 18 MIN. XISTING 12 DIP 30 RCP 30 RCP ? @ 0.83° o @ 1.23% € 402 LF WATER �_ REMOVE EXISTING ?J .. __ _ -- " MH B2 Dam 5� ....................: m,� 8 PVC E LINE I @ 0.50% BLOWOFF ASSEMBLY & C CONNECT TOXISTING \ ' s TOP 263 21 180 LF ----� WATER MAIN�E(IS ING 12" DIP E 3 I V IN 251.80 (NE) 8" DIP -@ - WAT m R LINE ! 1 I V IN 249.60 (�E) INV OUT 249.40 (S" 0.50% I No co CN qp I. OpV E € p QOR � t+j e: a; a; ao ao o NM �r- e: e: rn o ao ao �M Q`_ e: 0 o cVai ao �n QM LVA N� co N� m �� 0) �� CN M LV N Ci o co �� (�`- �� ttpM 'eta W c - 0 0 0 H tt�N cci N naD r �m co �Co �C r r 1� N NCV NN CIC! NN NN °O W �n NN NN NN NN NN NN �N NN �� NN �� °O SCO n m m m tom too NN NN NN NN NN M coo NN N r p t�O N !: rN co m m ttaco t�� tom cpa; co °O W°° aj� �r c0� �m �„I� aim °? ai nia tt NN NN NN NN NN NN NN NN NN NN �, �, NN Nc i44t1t1 I Alnn - _ - _ 12+00 L IvTv� 1/-0 1°*uu 1VU111] rliww�iili7 21+00 22+00 23+00 24+00 25+00 26+00 295 290 285 •:i 275 270 265 '.1 '55 150 45 1 I 27+00 p4440UU0p o4F •O''i �+'S S jQ'�• �t o00 Al SEAL • �f O�� 023728 o � o 4 0 o� ��0004444 ui U e` tD 0 E N W z Q 03 aul ,d LuU 994 < CL IL CD z O �O.N a&' -lo a x zu 0 3 ia w �a in 14 Ln p o �� O L � H o ao w Ln0% W ui cef0 x p x I- p W > W W_ _ <C z 0 DATE w � 05/06/19 p 0 DRAWN BY B. INGE } DESIGNED BY B. INGE CHECKED BY K. ROBERTS • SCALE . H: 1" = 50' V:1"=5' o -00 ceczN V) W �0 tV .�M t1') u- a4-- 0 O to r a o' Ln V 1 Q• ° i 0 t / a c ' L U Z 0 °3 zo 0 0 0 r a z 30 Z 1 z Q -0s Lu Z°� o� 0 z 0aJ �3 W U J O•) C0) �..�� W , c a o z >ZU I=0 J 1-- 4 (D a � O0 LL U m�Qo0 Q a U cna Lu O Z w� O OLL ° o LLj0 U a� 0 SII a 0 > o W N 0 ca -6- x 0-0 -X-0 00 N 0 I_- 0 0 O a c > o v .II U 0� 0 > !A 0 a N JOB NO. o C 't- 37500 � o a SHEET N0. o- a 0 d C6.0 �- a ° c ,7l L PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE - ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. 300 29E 29C 28E 280 275 270 265 260 255 M N co �cb + 0 u > Qw J co w ad 16"xj2" TEE (2) 6" G.V. (1) 12" G.V. SCOVILLE ROAD PLAN & PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5' 18" MIN. R. 122 LF 12"x6' TEE 24" RCP (2) 12' G.V. 0.74% (1) 6' G.V. 118; LF 8" DIP @ 0.85% oci N N N MH B7 (5') 12" DIP WATER LINE TOP 279.65 1 11c1V11N282 INV IN 264.20 (NW) *H B6 (5') 143 LF INV OUT 261,180 (SW) TOP 280.27 15" RCP INV IN 261.00 (ISE) @;1.64% INV OUT 260.80(SW) 42 LF 0.56% 3271 8" DI i @ 0.5: �011-j cv � O u� _� O u) O CO M �rn �o �o�o mai \-°o N NN NN NN 00 Ncc\I NN NN N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 18" MIN.IJ 12"X12" TEE (2).12" G.V. MH B5 (5') TOP 276.75 INV IN 259.10 (NE) INV OUT 258.90 (SE) 300 295 290 285 275 270 ?65 ?60 ?55 16+00 17+00 17+50 SCALE 1"=50' 0 50' 100' U 0 50 PROFILE SCALE SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN WATERCOURSE BUFFER WETLANDS + + + + + + + + TREE SAVE AREA + UTILITY LEGEND SAN -N- EX. CB 496 6 (SW) E 811W I HGH PT STA = 13+33.57 ' T i WATER LINE TEE 1+(2 - E TOP 277.7 INV IN 27.60 Q INV IN 273.20 N GATE VALVE. HIGH POINT ELEV = 280.79 BLOWOFF ASSEMBLY 0 o E INV OUT 72.40 (SE) � E PVI STA = 13+35µ �mm j � � 3 PVI ELEV = 281.18 � ° MH B8 (5') A, D. _ -3.09% WVa�'n�i TOP 277.89 K = 32.60 ¢L, I I o INV OUT 263.00 (SW) ulo I CL 101' VC 0 0 !? o" a FIRS HYDRANT (9 € M M 'j x m ASSEMBLY (TYP) a+�o N W 00 N I CB 509 { l C8 403 n Ln rn u CB 511 TOP 276,.33 € I TOP 279.20 ii U U m ii w U W € TOP 278.47 INV IN 271.95 (W)00 INV OUT 274.30 (SW) NV IN 271.95 (NE) C:) °�° w IN/ IN 273.70 €-OU�2A Lrn INy IN 274.50 (SE) m w j N IN OUT 273.50 (NE) I EXISTING I > C/L GRADE £ E O I I PROPOSED a 1.5d% -1'59 C/L GRADE PVI STA = 16+57.00 Z I PVI E4EV = 276.07 s ` a 36" NEIN, g 2,0 0% w > w w � = Q i l 8" MIN, Q 18" MIN. R. 122 LF 12"x6' TEE 24" RCP (2) 12' G.V. 0.74% (1) 6' G.V. 118; LF 8" DIP @ 0.85% oci N N N MH B7 (5') 12" DIP WATER LINE TOP 279.65 1 11c1V11N282 INV IN 264.20 (NW) *H B6 (5') 143 LF INV OUT 261,180 (SW) TOP 280.27 15" RCP INV IN 261.00 (ISE) @;1.64% INV OUT 260.80(SW) 42 LF 0.56% 3271 8" DI i @ 0.5: �011-j cv � O u� _� O u) O CO M �rn �o �o�o mai \-°o N NN NN NN 00 Ncc\I NN NN N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 18" MIN.IJ 12"X12" TEE (2).12" G.V. MH B5 (5') TOP 276.75 INV IN 259.10 (NE) INV OUT 258.90 (SE) 300 295 290 285 275 270 ?65 ?60 ?55 16+00 17+00 17+50 SCALE 1"=50' 0 50' 100' U 0 50 PROFILE SCALE SITE PLAN LEGEND STREAM CENTERLINE FLOODPLAIN WATERCOURSE BUFFER WETLANDS + + + + + + + + TREE SAVE AREA + UTILITY LEGEND SAN -N- PROPOSED SEWER LINE Favre PROPOSED FORCE MAIN 811W PROPOSED WATER LINE ' T i WATER LINE TEE 1+(2 - FIRE HYDRANT WATER METER Q REDUCER ® GATE VALVE. ®® BLOWOFF ASSEMBLY °000annnn000000 CAPD o�,0�504.p Ess'Io;l�°°oo ?/7SEAL 23728 . a P • p PV -t4 • • O o°°00000M��go E v r ui o r- 0 o E � E Lu z ;, � � 3 Q v WVa�'n�i ¢L, o z O ulo CL 0 0 !? o" 'j x m - W Ln rn z tD C:) °�° w al Lrn Lu E- O O Z E- a w > w w � = Q U Q z O DATE cn 05/06/19 O DRAWN BY B. INGE r DESIGNED BY • B. INGE CHECKED BY K. ROBERTS SCALE . H: 1" = 50' V.1"=5' L- 2? -0O cz N O N0:2 ,F- 0 '^ 0 o W W °c c o �O <.-I O U = z ct d N Q CL o Q C96 �x Q 3 x a� Z 1 z z c c Lu o Q (f)Z U o 0 c z o�z� W U H Q c 0 0 Q > z Q a0 °o z oc E 45 F-4 4 <( J 1--1 (� O o O 0 LL � a. v O oL- U im z W W0 N co _ D°�0� �a P-0 0 O 43 O o U Z (n O U O > 0 > o /\ O o U +' E <0 � O ° o C a � E o 'm � U � •c O > co O JOB NO. o 37500 ° 3 C 0 ° O SHEET N0. Q a m a C6.1 Q) T ° m a c a� 41 41 O 3 V) W J u- 0 0 Q 0 N v I 0 0 Lo �r N a� 0 s do 0 0 N s N m 3 0 L 300 29 29 285 280 275 270 265 260 d SCALE V=50' 0 0 50 0 50' 100' PROFILE SCALE HOYNE ROAD PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' 5 0 PROPOSED SEWER LINE MH B9 E E OP 286.12 PROPOSED WATER LINE `pR ' T' d LOW POINT LEV = 279.22 INV OUT 80.00 (SE) o N WATER METER PVI STAI= 11+00 CB 410 REDUCER � 00 + N GATE VALVE. PVI ELE = 280.42 TOP 283.08 BLOWOFF ASSEMBLY €€ 1.10% INV IN 278. (SW) MH B6 (6) r K = 2.86 INV OUT 278.00 (SE) w O I I- O 80' E?VI STA = 12+7 a s r CD Lo00ON OO f STA +313.89 _ LL ON ) +04 +.N FIRE HYDRANT €€ ASSEMBLY (TYP) ASS € P E 14: I U •L � PVII ELEV 1626 Q I- W Q €€ U F- v) ' V) (�P) J Q W W - I# I j W > CA '0m U W -+> > . A.D. = 7.97% W 10' x 70' SDT a 176 12"x6" TEE ` PROPOSED + C/L GRADE o' (2) 12" G.V. 36" MIN. EXISTING C/L RADE (1) 6" G.V. F 18" MIN.: ( \ . CB 407 CB 409 15" RCP' I 300' VC PVI STA = 16+05.00 ' 6" DIP WATER LINE C) � 6 , 15" RCP 8" DIP, 1s7 o 2� 18" RCP MH B9 I 5 12"x6' TEE FIRE HYDRANT 175 MH B7 (6) - (1) 6" G.V. CB 08 t --- - -- ----} --- -- - €€ j ASSEMBLY (TYP) INV N 274.50 (NW) TOP 256.80 INV IN 274.80 (SW) u GQ_CB 410 INV UT 274.00 (E)' _ 8" DIP ' 1Q' CB 408 HOYNE WAY INV IN 251.88 (E) f €€ INV OUT 261.80 (SW) € �Lo t�N NM toM X00 �M �O �N ��t 00 (6 NO N NN CB 402EASEMENT ao N N > 10STREET TREE e �€ 10' x 70' S DT _ 6" DIP WATER LINE 17 15" RCP [ mm �Iz SANITARY FIRE HYDRANT LATERAL (TYP) WATER METER 16 wW 3g� ASSEMBLY (TYP) (-EYP) CB 403 a a CB 10 1 MH D1 TOP 2 5.93 W s� -� --0000 4" RCP OI �® I t� 0 o� 12" DIP WATER LINE + 1 INV IN 251.12 (E) INV IN 48.55 (N) 36" MIN. } 173 1 H B8 (5') � `� (2) 8" G.V. E 18" MIN. 300 29 29 285 280 275 270 265 260 d SCALE V=50' 0 0 50 0 50' 100' PROFILE SCALE HOYNE ROAD PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' 5 0 PROPOSED SEWER LINE MH B9 E E OP 286.12 PROPOSED WATER LINE LOW POINT S[FA = 10+60.00 ' T' WATER LINE TEE LOW POINT LEV = 279.22 INV OUT 80.00 (SE) o N WATER METER PVI STAI= 11+00 CB 410 REDUCER � 00 + N GATE VALVE. PVI ELE = 280.42 TOP 283.08 BLOWOFF ASSEMBLY €€ 1.10% INV IN 278. (SW) €€ I j Q + K = 2.86 INV OUT 278.00 (SE) w O I I- O 80' E?VI STA = 12+7 a s OO CD Lo00ON OO f STA +313.89 ON ) +04 +.N FIRE HYDRANT €€ ASSEMBLY (TYP) ASS MBLY PVI ELEV = 252.5 E 14: I U •L � PVII ELEV 1626 Q I- W Q €€ U F- v) ' V) (�P) J Q W W - CA I j W > CA '0m U W -+> > . A.D. = 7.97% W a a IL �� ` PROPOSED rn w C/L GRADE C/L GRADE K = 37.66 36" MIN. EXISTING C/L RADE c- F 18" MIN.: I 300' VC PVI STA = 16+05.00 ' 6" DIP WATER LINE C) � 6 , 18" MIN. " o 2� € �6 113 LF _ 12"x6' TEE (2) 12" G.V. @ 3.09%. FIR HYDRANT °0j (1) 6" G.V. CB 08 € TOP 279.04 €€ INV N 274.50 (NW) TOP 256.80 INV IN 274.80 (SW) u ASSE BLY (TYP) p - INV UT 274.00 (E)' _ TOP 270.65 ' cry U INV IN 2§2.00 (NE) INV IN 251.88 (E) INV IN 264.20 (NW) €€ INV OUT 261.80 (SW) € �Lo t�N NM toM X00 �M �O �N ��t 00 (6 NO N NN CC) NCC) Hao ao N N 9+50 10+00 11+00 12+00 300 CON �•Zi 285 275 ?70 ?65 13+00 5 PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC. UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION /EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. 275 271 26; 26( 25,f- 25( 5: 25( 245 24C 235 0 50 PROFILE SCALE SITE PLAN LEGEND STREAM CENTERLINE 0 0 G 0 0 0 FLOODPLAIN WATERCOURSE BUFFER WETLANDS . + . + TREE SAVE AREA KIM BARK PATH PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' UTILITY LEGEND SAN PROPOSED SEWER LINE F PROPOSED FORCE MAIN C PROPOSED WATER LINE 8"W ' T' WATER LINE TEE FIRE HYDRANT CB 1005 OP 265.68 WATER METER Q REDUCER ® GATE VALVE. ®® BLOWOFF ASSEMBLY o C) I U C LOW POINT STA = 12 75.65 R O CB 1005 OP 265.68 O Co Co Lo M w z Y � � 3 LOW POINT ELEV - 55.74 INV OUT 261.00 (NW) + C14co + FIRHYDRANT z LL0 O E?VI STA = 12+7 STA +313.89 -1 W x u €€ ASSEMBLY (TYP) 0 Ln aLn PVI ELEV = 252.5 E 14: •L � PVII ELEV 1626 .$6 w IQ- J Q W W - PROPOSED J A.D. = 7.97% PVI STA = 16+21.39 rn w C/L GRADE K = 37.66 PVI ELEV = 266.1 c- a a a 300' VC PVI STA = 16+05.00 C) � o PVI ELEV = 265.84 Lo M N `o _ �m_mm MH D2 to 0D N `n FIR HYDRANT °0j '2. 0 € €€ TOP 256.80 u ASSE BLY (TYP) p - _ cry U w 1 w INV IN 251.88 (E) €€ f 2.00 U > i cA 1 cn INV OUT 251.68 (W) > °'o \ mm �Iz wW 3g� a a CB 10 1 MH D1 TOP 2 5.93 s� -� --0000 �® TOP -25-5- 1 INV IN 251.12 (E) INV IN 48.55 (N) 36" MIN. 8"x8" TEE 1 INV OUT 250.92 (NW) INV O T 247.80 (SW) (2) 8" G.V. 18" MIN. 8" DIP WATERLINE 36" MIN., 1 \ 64 LF MH D3 5' �� RCP TOP 265.96 ,- -_..M _15" @4.93% INVIN'253.31 (N) ' 12"x8" TE EXISTING INV IN. 253.31 S (2) 12" G.V� C/L GRAD _ CB 104 246 Lt INV OUT 253.11 (W) ` 1 8" DI (1) 8" G.V. _ TOP 264.55 @ 0.5 !o _ .� r_._.._.,...,,,� �e _ - ®. I V IN 257.85 ($E)n.® MH 62 (51') `i 1 8 DIP 2 LF.s..'...` �� 18 RCP IN OUT 257.60 (W) TOP 26321 263 LF 1 TER 6" MIN; W/ CB 1003 @ o 3.$9/0 INV IN 2 `1.80 (NE) 8" DIP 1 LI E CONCRET TOP 256.70 INV IN 2 9.60 (SE) @ 0.50% 1 CRAD 78 LF 112 LF INV IN 2 00 E INV 0UT249.40 (SW) /' 24" RCP_ 8 DIP INV OUT 48.50) { _ I @ 0.64% 0.50% I 1 % 1 j CROSSING #1 B 72" RCP CROSSING #1A I 72" `RCP I Nd C�Oco d to �� a€` �� Lo 'I to 0° Z O N`� cq M N 0o MOo �°° ao� �� ! �6 O °°m M (D �(9 �°cfl �m CN (9 V N N N N N u N N N N N N N N Lo �� N �� N N N N N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 275 270 265 r.� 255 250 245 240 ?35 17+00 o490pppp�p0pp��0O QoQ --n-la SEAL 9{ 023728 O • p O � 4 g0b000 llp�9O0Mpp000 O Z c� 0 or I - a ail W Q v o a z 0 cV) DATE ce 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE H: 1" = 50' V:1"=5' o -00 Lij W I -i V) LL o N O 02 CJS a ° -c 0 W p �_ �o O O C CJS z ° i V kDO ac U z Q �co J o0) O s x /1 3 x 1� O z 1 z D Lu O V + zU o O' z W3 Lu vu a V 0 (^ o -� c � Q H Lu z < o0 z >cyop E Q o� J I---� C0 o OLL 0 d U mo0 Q 0� v p Zo O z �z0- 0 0 �- ° a� V 0 O i a41 m TW 0 w •O V z:30 U 41 ` x � s �0 L ° 3 0 E V, O O "CS 7 � V N s °` 'U c > o coo CL 0 0 )OB NO. o 37500 3 o C O 0 0 SHEET NO. 0 a m a C6.2 - o U C C, � R O (V w z � � 3 our ��• uj Q r aIt It -o z LL0 O ice -1 W x u o W 0 0 Ln aLn z E 14: •L � lO^^ V/ 0 oo w ,-� an ce ri !A 0% J w O Z c� 0 or I - a ail W Q v o a z 0 cV) DATE ce 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE H: 1" = 50' V:1"=5' o -00 Lij W I -i V) LL o N O 02 CJS a ° -c 0 W p �_ �o O O C CJS z ° i V kDO ac U z Q �co J o0) O s x /1 3 x 1� O z 1 z D Lu O V + zU o O' z W3 Lu vu a V 0 (^ o -� c � Q H Lu z < o0 z >cyop E Q o� J I---� C0 o OLL 0 d U mo0 Q 0� v p Zo O z �z0- 0 0 �- ° a� V 0 O i a41 m TW 0 w •O V z:30 U 41 ` x � s �0 L ° 3 0 E V, O O "CS 7 � V N s °` 'U c > o coo CL 0 0 )OB NO. o 37500 3 o C O 0 0 SHEET NO. 0 a m a C6.2 - o 290 285 rl m 2 n a� 0 2 V) w J 0 0 2 n U 0 0 'n 21 r7 -18 N N a� N s 2'. d 0 U 61 0 s V) 2, so 75 F - 50' NEUSE € ( I € RIPARIAN € T� ff r BUFFER 18" RCP I 8" DIP @WATER LINE 184, b__-_--__ --____ SANITARY LATERAL (TYP)' 'b., -- P) _ -- 9 € - WATER METER (TYP) € 12'x32'x26"' i € ( FIRE HYDRANT € € r R ) � ', '. '�. � � �. € ASSEMBLY (TYP) _ p0 - r 24" RCP CLASS 1 50' NEUSE MH D5 "' 20' PRIVATE a RIPRAP _ € € € RIPARIAN �- - r DRAINAGE D50 = 10", e € I BUFFER 10 _ `$" PVC EASEMENT `` CB 1004 m 10 STREET TREE € __ € C$ 206 ' 10' x 70' SDT 15" RCP I 10' x 70' SDT EASEMENT € e�, -- _ CB 201 -. _- - - - -__ -.-.----- -... __. +pp MH D4 - 15" RCP KARLOV RD.MH Dfi (6) 19 -...-_.-.._,.... � DIP -- r 12+Op TEMPORARY BLOWOFF '` l------ i i. '� 8" DIP ASSEMBLY (TYP) 81W - 814N-8"iM --- - ----} 8 -----8 - - --1--- s1W ew- ---+-----►---- fi ----- - -i- epw ---�- " J f/ 10' STREET TREE r` '' 15" RCP r EASEMENT CB 203 a4 CB 205 24" RCP - _ 18"RCP t 15" RCP @ -- -- .- _-.-.-.---._...- - - ._-.VW --.-.� _ --. _ . f j FIRE HYDRANT r CB 202 ,, 54" RCP CB 204 8" DIP WATER LINE CB 1005 6" G.V. 6" DIP WATER LINE f ASSEMBLY (TYP) i ;� \ ° `�, 1 € € ' , „ SANITARY LATERAL (TYP) € MH D3 (5 } 8x6 REDUCER 8"x8" TEE WATER METER (TYP) SITE BOUNDARY 994 / € ; € 50' NEUSE € [€ € (2) 8" G.V. RIPARIAN € € € € € € € BUFFER _ 997 € s s j 999 ) X09202€ #} € 204 € X05 € SP5 20' PRIVATE r DRAINAGE € € € FES 1100 DI 1101EASEMENT _._ DI '4 6'x12'x18" 24 RCP _ 24" RCP - CLASS BSITE BOUNDARY J RIPRAP D50 = 8" HIGH PT STA = 9-165.00 HIGH POINT ELEV 273.39 PVI STA = 9+80 PVI ELEV = 274.74 A.D. _ -7.50° K = 20.00 150' VC .3 Q4° ° FUTURE 70 C/L GRADE PVI STA = 8+18.76 PVI ELEV = 269.90 PVI STA = 8+08.76 PVI ELEV = 270.10 135 --- >0 135 fl 11. KARLOV ROAD PROFILE PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' J SCALE 1 "=50' 0 50 0 50' 100' PROFILE SCALE C/L LO POINT STA = 12+72.50 N C14 N j ? LOW POINT STA = 14+30.85 co z HIGH PT ST = 18+19.19 WATER LINE TEE TEMPORARY L POINT ELEV = 262.89 w LOW POINT ELEV = 261.45 H ® HIGH POINT - LEV = 268.64 MH D5 BLOWOFF ASSEMBLY PVI STA = 12+35 PVI STA; = 14+50 PVI STA = 18+00 PVI ELEV = 263.27 PVI ELEV = 261.11 PVI ELE = 268.98 A.D. = 3.50°lo A.D. =:3.25% A.D. = .25 /o 3 o K=21.45 K=30.73 K= 0.75 75' VC ' 100' VC 100' VC ^� Cl to Om to °O Q Q �- Cl O M N Q Q Q op 000 d (03))I- 04 C14 coo Q m O N Co o N ,.._. .., _ °VuU Uw U iiW U 1 uU JJ U> j w j m ; W ; m ; W m w m w m w C/L TOP 272.92 INV OUT 261.00 (NE) tl'Io O c,,; o0 N� N CB 203 ""'� �`� TOP 266.69 TOP 262.86 OUT 261.40 (N) ININ 257.50 (SW) INV OUT 257.30 (N) 4 s�� 79 LF 15" RCP 36" MIN. @ 3.69°!0 EXIS ING y C/L GRikDE ® 4 -1.00°! ""-- --'r""------ Ing 266 LF 7 Y $„PVC FIRE HYDRANT @ 1.32%.ASSEMBLY (TYP) 24" MIN. 1g' RCP CB 202 q TOP 263.67 @ 0'96% & INV IN 255.0 (N) INV IN 258.5 (S) INV OUT 254 50 (111) CB 201 TOP 263.67 INV IN 254.2 (E) INV OUT 254100 (Wj d' r b N N C° N CB 204. TOP 261.65 INV IN 257.05 (N) INV OUT 256.80 (S) CB 2G5 TOP 261.65 INV IN 257.30 (W) INV OUT 257.10 (S) CB 206 TOP 261.65 INV OUT 257.60 (E) ZOSSING #2 "RCP r r C coN 2250/0 1005-1004 l 15" RCP MIN. co N !} i� O co N C14 N C'i co co z " N WATER LINE TEE TEMPORARY m BLOWOFF w ASSEMI LY (TYP) H ® cn MH D5 TOP 272.92 INV OUT 261.00 (NE) tl'Io O c,,; o0 N� N CB 203 ""'� �`� TOP 266.69 TOP 262.86 OUT 261.40 (N) ININ 257.50 (SW) INV OUT 257.30 (N) 4 s�� 79 LF 15" RCP 36" MIN. @ 3.69°!0 EXIS ING y C/L GRikDE ® 4 -1.00°! ""-- --'r""------ Ing 266 LF 7 Y $„PVC FIRE HYDRANT @ 1.32%.ASSEMBLY (TYP) 24" MIN. 1g' RCP CB 202 q TOP 263.67 @ 0'96% & INV IN 255.0 (N) INV IN 258.5 (S) INV OUT 254 50 (111) CB 201 TOP 263.67 INV IN 254.2 (E) INV OUT 254100 (Wj d' r b N N C° N CB 204. TOP 261.65 INV IN 257.05 (N) INV OUT 256.80 (S) CB 2G5 TOP 261.65 INV IN 257.30 (W) INV OUT 257.10 (S) CB 206 TOP 261.65 INV OUT 257.60 (E) ZOSSING #2 "RCP r r C coN 2250/0 1005-1004 l 15" RCP MIN. co N !} i� O co N C14 N C'i co co 811W " N WATER LINE TEE MH D3 (q) TOP 2651396 INV IN 2 3.31 (N) INV IN 213.31 (S) INV OUT 253.11 (W) 6" DIP ATER LINE 8"x6" REDUCER 16" G.V. 8" 8" TEE - - (2 8" G.V. 77 LF " DIP 0.50% ?90 285 280 MH D6 (5') TOP 267.41 IN IN 254.89 (N) ; , INV UT 254.69 (S) s 75 70 65 55 45 No 5+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Gi SITE PLAN LEGEND -- - - - STREAM CENTERLINE 0 0 0 0 0: FLOODPLAIN WATERCOURSE BUFFER WETLANDS + + TREE SAVE AREA UTILITY LEGEND SAN PROPOSED SEWER LINE F PROPOSED FORCE MAIN PROPOSED WATER LINE 811W T' WATER LINE TEE --r- FIRE HYDRANT WATER METER a REDUCER ® GATE VALVE. ® BLOWOFF ASSEMBLY PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. °°o©aaaooQaa°0o 000°� CARO °000 ESSjQo 000 SEAL • 023728 o • o I, • oo ooQ�;'r►rG �,..'�� 0000 °800onn a n u ag°�° �ui O to 0 �E N "' z9 � � 3 3 �t;7a'N op z z uj El Lu w a En Ln z rn _ vO F- L tip om W ON Ln 0% suj O x 0 oOC t= - a ui > ui w = Q z O DATE 05/06/19 O DRAWN BY B, INGE DESIGNED BY 8, INGE CHECKED BY • K, ROBERTS • . SCALE i H: 1" = 50' V; 1"=5' i IL o j 00 cz�0 a� �z h o t V o� (�1= V I o 0 .� o W W a� Lr) �} J ,-I U 1 0 U z a o0 O L 0 3 x a, z 1 z (� Lu = z v +, cn z°Q o0 s z `Lu 3 O Y L w Q Q H � o � H.w 0 0 z �zo v .J H <C O U- a- 0 QC a°oC0a z U o>a coZ _ O 0 ._ -o w� O <C z L � U 0 p O i N 0 > o 20 3 0 X� s a� L 0 O a� 0 Fn .Q U �L 0 0 o cn JOB NO. a 0 37500 U N c o a SHEET NO. (D 0_ C6.3 v aD 0 CL 0 W J u- 0 ry CL 0 a O ry U I N L a CL s a) m 3 0 z I 0 O to i N O i 10' STREET TREE `4 EASEMENT ....... �.-.- -� .......�. .......�. -..._ -.-.. __ .� . -amu bva � 1 -I-� [-MH D6 (5) KARLOV RD. r8" DIP 10.5'x28'x26" CLASS 1 RIPRAP ` D50 = 10" `a i r'MH D7 50' NEUSE RIPARIAN BUFFER FES 300 ' j�20' PRIVATE % a DRAINAGE EASEMENT �N PROPOSED SEWER LINE SRN tE� PROPOSED FORCE MAIN <' 50' NEUSE 811W I ' T' ( 3 RIPARIAN BUFFER �` r :\ CB 301 `,°b 15" RCP I GATE VALVE. j LOW 18" RCP ' MH D11 209 30' CITY OF RALEIGH MH D1; «•.�, e CB 302 SANITARY SEWER EASEMENT _v 0 N28 Beo -s' s'w s°w s„w s„w s µ --� 23x 1 I` 4 "w X00 8" PVC ' `' ✓°' 9 ✓ t r 6" DIP WATER LIN j� 1 1 E - - FIRE HYDRANT s 48" RCP' SANITARY LATERAL TYP , ASSEMBLY (TYP) ti X15 RCPT `�. 8 PVC f WATER METER {TYP) 1 `� � � m� i c!? 4CB 3041 X 211 q $+, a05 20� 207� � V% MH D10 8" DIP } 4 140 LF 16 STEEL ENCASEMENT PIPE INSTALLED BY DRY BORE & JACK , 30' CITY OF RALEIGH''` P { SANITARY SEWER EASEMENT 8. L "DP MH D8 (5') SCALE 1"=50' 0 50' 100' 290 28 28( 27: 27C 26E 26C 255 250 245 N 0 50 PROFILE SCALE { r � r � MH D9 (6) ` TEMPORARY BLOWOFF ff TEMPORARY TURNAROUND ASSEMBLY (TYP) SITE BOUNDARY ; ! KARLOV ROAD PROFILE PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' 18+50 21+00 22+00 23+00 24+00 25+00 290 285 m 275 270 ?65 ?55 50 45 26+00 26+50 SITE PLAN LEGEND - -- STREAM CENTERLINE °C0 0 0000 FLOODPLAIN WATERCOURSE BUFFER WETLANDS + + + + + TREE SAVE AREA UTILITY LEGEND PROPOSED SEWER LINE SRN FM Im PROPOSED FORCE MAIN PROPOSED WATER LINE 811W I ' T' WATER LINE TEE 3 FIRE HYDRANT 8 WATER METER a I I GATE VALVE. j LOW POINT STA = 22+56.09 3 j Q _v Q L(�IV POINT ELE = 264.52 Lu G r 'n O a = '00 v a Z [u - I PVI STA = 2�+$5 LAX ih H w 0 _,.,,-...._, _...,,._.__ _ .._.. va n z 3 ;PVI ELEV = 2E4.12 4 ,, rn MH D9 (5') Lu > L V) 04 o� Lu III A, D. = 4.75 b TOP 271,62 Lu F- K = 21.0 INV IN 258.24 (W) z 100' VC INV OUT 258.04 (S) 1 i i > > oc 05/06/19 om i o0 O 1 DRAWN BY B. INGE w I DESIGNED BY •B. INGE • ' psi v _ C° Li c5 c co I cl-T 11 • M H D10 TOP 268.7 1 > H: 1" = 50' V:1"=5' N W 11 N Lu INV IN 2583 1 U U (SW) MH D6 {5') m w INV IN 25$.83 (N) 1 TEMPORARY TOP 267.41 sl m INV OUT 2 8.63 (E) 1 BLOWOFF iN IN 254.89 (N) CB 304 I 1 ASSEMBLYTYP ( ) INV 254.69 (S) TOP 264.7 JUT [[ MHD7 INV OUT X60.60 (S) E - f EXISTING G/L GRADE TOP 265.50 I NV I N 256.04E ( ) I # o I I 1NVOUT 255.84 (S _ . I - 1 PROPOSED e, FIRE HYDRANT 1 I C/L GRADE ASSEMBLY ( P) -1.0,Y,, 36" MIN. (� 1 C'o I 6" MIN. CONCRETE 10 ,. CRADLE T x u z O { 6" DIP WATER LINE > _ I 97 LF 1 D 8" PVC I 1� @ 0.50% 150 $ P° C6302 -I ( 1 I I 18 MIN. @ I TOP 265.72 78 LF � 1 IN OUT 260.80 ( 8" DIP 1 ` I @ 0:50% 1 L�1.. 811 DIP CROSSING #3 CB 30 M D11 TOP 2P4.71 T P 265.32 __. j 1 @ 0.50% INV IN1260.00 (E) IN OUT 259.32 (N I E) I INV IN 260.25 (NE) 3 INV O ` T 259.50 (W) , 3 CB 30 E TOP 4,71 T � _a 1W IN 260.50 (N) j INV O T 260.25 (W) ` I I Izz, 0 00 to CO 0000 c0 c0 ko 00 LO co 00 �� cl) d" I.f) Ln �� 07 In V C`? to �w+j N d' N N CIO N N N N CC) N N N N N N N N N N N N N N N N N N w� N r6 1.0 N N N N N N 18+50 21+00 22+00 23+00 24+00 25+00 290 285 m 275 270 ?65 ?55 50 45 26+00 26+50 SITE PLAN LEGEND - -- STREAM CENTERLINE °C0 0 0000 FLOODPLAIN WATERCOURSE BUFFER WETLANDS + + + + + TREE SAVE AREA UTILITY LEGEND PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS j USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN, CA aQ00000 POl �o o° -g ••....• j o 00 0 •Q�vs-lz •• 4- o0 SEAL gg 023728 ' o 0 o • p 0 p 4 4 • oM a oga,°°°°o PROPOSED SEWER LINE SRN FM Im PROPOSED FORCE MAIN PROPOSED WATER LINE 811W I ' T' WATER LINE TEE Q c: o FIRE HYDRANT 8 WATER METER a REDUCER z9 GATE VALVE. ®® BLOWOFF ASSEMBLY PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS j USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN, CA aQ00000 POl �o o° -g ••....• j o 00 0 •Q�vs-lz •• 4- o0 SEAL gg 023728 ' o 0 o • p 0 p 4 4 • oM a oga,°°°°o o j � O �cj� 06 �N �z No 2 c m U) o0 �f) 01)o W c Wa� a 01' Lr) u- a c LL O 19 0 3 U =° U T 20 CL z ° o a a) O a 3 x Q � a� W z �: U +, U z uo0 z �3 W QW Oz U H < Q H � Q 1--1 w 0.0 z > 07Er) E U Q�? J H (D o in Q u- O d o O clC 0o U co >�� No _ x-0z 0 O Q ° �° aU O Na� > O U 3 0 O N E ., L O O 01) E ai U,� O (1) v � � U �O+ C 0 L U o >N O a � JOB NO. a 37500 ° 3 c � p O SHEET N0. Q 3 a� a C6.4 �a 0 v n vi Q c: o r E N W z9 � � 3 Q _v Q GD Z Lu G r 'n O a = '00 v a Z [u - _j _j LAX ih H w 0 0 0 va n z ,, rn Lu > L V) o� Lu III LnON Lu F- o j � O �cj� 06 �N �z No 2 c m U) o0 �f) 01)o W c Wa� a 01' Lr) u- a c LL O 19 0 3 U =° U T 20 CL z ° o a a) O a 3 x Q � a� W z �: U +, U z uo0 z �3 W QW Oz U H < Q H � Q 1--1 w 0.0 z > 07Er) E U Q�? J H (D o in Q u- O d o O clC 0o U co >�� No _ x-0z 0 O Q ° �° aU O Na� > O U 3 0 O N E ., L O O 01) E ai U,� O (1) v � � U �O+ C 0 L U o >N O a � JOB NO. a 37500 ° 3 c � p O SHEET N0. Q 3 a� a C6.4 �a H Lu > Lu III z O DATE > oc 05/06/19 D O r DRAWN BY B. INGE . DESIGNED BY •B. INGE • CHECKED BY • K. ROBERTS • • SCALE • H: 1" = 50' V:1"=5' o j � O �cj� 06 �N �z No 2 c m U) o0 �f) 01)o W c Wa� a 01' Lr) u- a c LL O 19 0 3 U =° U T 20 CL z ° o a a) O a 3 x Q � a� W z �: U +, U z uo0 z �3 W QW Oz U H < Q H � Q 1--1 w 0.0 z > 07Er) E U Q�? J H (D o in Q u- O d o O clC 0o U co >�� No _ x-0z 0 O Q ° �° aU O Na� > O U 3 0 O N E ., L O O 01) E ai U,� O (1) v � � U �O+ C 0 L U o >N O a � JOB NO. a 37500 ° 3 c � p O SHEET N0. Q 3 a� a C6.4 �a C 41 v a� 41 0 0 - LL. v= O ry 0- 0 O ry Lq co 1 It Id N co v i 0 L v d v O 1 L (D N m 3.1N z N 0 Gi L a, /–MH 66 (5') KARLOV RD. _S.W 285- 280- 275— MH 85280-- 275---- 270- 265 260 x--- 255 2E 7. 10.5'x28'x26" CLASS 1 RIPRAP D50 = 10" 111livoyA 50' NEUSE J L -FES 300 RIPARIAN ` BUFFER ' I j 20 PRIVATE � `��'� =•� � � ` � ` � `l '`� °�� `� `�' t`�; `�' �° � � � �,/` y; V DRAINAGE r tY EASEMENT 1 ; � 1 � � N � 2 d ..,....-° .�$� � ` ''•� � � �`;��N,� fry � I 50 NEUSE 1 RIPARIAN la r `w15" RCP BUFFER CB 301' ` I 18 RCP MH D11 �/ MH D12" CB 302 2009 30' CITY OF RALEIGH _k,.... SANITARY SEWER EASEMENT s ` 8„ PVC r 210 �Q jj 1 [[� FIRE HYDRANT 48" RCP CCB 3035 1 � ASSEMBLY (TYP) � "� ��''�` � 16"RCP � � � � ` �'" 15 ,,.,'-' 8" PVC \�, `\CB 304 •, �' / � � � MH D10 0 8..% DIP t L ti �z V% t 140 LF 16" STEEL ENCASEMENT PIPE ; I INSTALLED BY DRY BORE & JACK$ 30' CITY OF RALEIGHJ ( f` SANITARY SEWER ` 200' , _. 13 0�" EASEMENT `8" DIP MH D8 (5') MH D9 (5') TEMPORARY BLOWOFF SITE BOUNDARY TEMPORARY TURNAROUND ASSEMBLY (TYP) t` p i r 3 % MH D7 TOP 265.50 INV IN 256.04 (E) INV OUT 255.84 (S) EXISTING GRADE PROPOSED GRADE 178 @ 0. SSWR OUTFALL C PROFILE PLAN & PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5' MH D8, (5') TOP 271,31 INV IN257.13 N INV OUT 256.93 (W) 1811 140 LF 16" STEEL ENCASEMENT PIPE 8" DI INSTALLED BY DRQ' BORE & JACK @ 0• MH D9 (5') TOP 268.76 TOP 271.621 IN iN 258.83 (SW INV IN 258.2 (W) INS/ IN 258.83 (N) INV OUT 258.04 (S) IINV. OUT 258 63 (F �g adN SCALE 1"=50' 0 50' 100' 4 0 50 PROFILE SCALE TOP 266.03 NV OUT 259.98 (S) f 226 LF 78 LF 8 PVC 8" [QIP @ 651% @ 0$% Lo 04 (D N � N N N N N N NN N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 285 280 275 270 265 260 255 250 17+00 SITE PLAN LEGEND --•– — -- STREAM CENTERLINE 00000000 FLOODPLAIN WATERCOURSE BUFFER WETLANDS + + + TREE SAVE AREA UTILITY LEGEND SAN am PROPOSED SEWER LINE F PROPOSED FORCE MAIN 811W PROPOSED WATER LINE ' T' WATER LINE TEE FIRE HYDRANT e WATER METER Q REDUCER ® GATE VALVE. (9® BLOWOFF ASSEMBLY PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR IS REQUIRED TO CONTACT CHRIS JOHNSON IN THE ENGINEERING DEPARTMENT AT 919-773-4420 OR CJOHNSON@GARNERNC.GOV TO SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. ;'os%a0a0000p, 0 CA.&O oo°000 oo° 04 '`•SS •` ll o0 SEAL • 023728 /: o O ` • D poo �Q%y.;�'GI N;'•'f Al, 0o th0 °o o6p©�ODOppOUgO foo ui D 0 c� f.. W > w w = Q a ° z 0 U) DATE Q� 05/06/19 D O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE H: 1" = 50' V:1"=5' v O 06 W (DN �z F --i 0 LL 0 00 N o W (� c Ln a c 41 z �41 i <0 'L o � V u r z z oW Oa �x z A `� ° W z� a 0- U) O 0 - �u 0 Z o w WL V W Y H (� Q vo v LL c Q Fmmq z v o z JH Q 0lo� oN OLL 0 d U Q �oux L1J o z o V �0�No O z Lu R 0-0 O �— ° T z .✓ � o LL (L) 41 1 Q Q� o Q F'--1 > v r z .� v o U .F'' U (XL) (D ., o O v c E v U ._ o co v � U N _v , U > fN O v N JOB NO. -v 0 c � 37500 coN v v o SHEET NO. o a co C6.5 E O v oo �o E N E W Z 2� to W v 2 v N ¢um-- o z W O o�� =m�-' _zW U) V) w qa ow ° Q ' at "t O E L10 V) CD W Ln at J W ui D 0 c� f.. W > w w = Q a ° z 0 U) DATE Q� 05/06/19 D O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE H: 1" = 50' V:1"=5' v O 06 W (DN �z F --i 0 LL 0 00 N o W (� c Ln a c 41 z �41 i <0 'L o � V u r z z oW Oa �x z A `� ° W z� a 0- U) O 0 - �u 0 Z o w WL V W Y H (� Q vo v LL c Q Fmmq z v o z JH Q 0lo� oN OLL 0 d U Q �oux L1J o z o V �0�No O z Lu R 0-0 O �— ° T z .✓ � o LL (L) 41 1 Q Q� o Q F'--1 > v r z .� v o U .F'' U (XL) (D ., o O v c E v U ._ o co v � U N _v , U > fN O v N JOB NO. -v 0 c � 37500 coN v v o SHEET NO. o a co C6.5 m Z U, ---I DRAW STRING C3 ? 1 /4":FT 1/2": FT ZSIDEWALK PAVEMENT DESIGN COLLECTOR STREET 8" - ABC, 2" - SF9.5A TOP OF PAVEMENT ------- 5- ---------- 3 5/16" -------- 1 5/8'> _____ 3 5/16" ---------- 5- TOP OF STONE--------- 7- ---------- 5 5/16" -------- 3 5,/6" ------- 5 5/16" -______--_ 7" SUBGRADE------------ 15" ____-__-- 13 5/16" ---_• -- 11 5/8- ------ 13 5/16" __________ 15- 0 X M (A INDUSTRIAL USES 8" -ABC, 2" - H, 2" - SF9.5A TOP OF PAVEMENT ------- 5- _......_----_- 3 5/16" -------- 1 5/8" __ ___ 3 5/16- -...__-.----- 5" a NOTES: 1) COLLECTOR STREET SHALL BE IN 60' R/W a 2) GRADES SHALL NOT EXCEED 10%. 0 TOP OF BINDER --------- 7" ---------- _.___-- 5 5/16" _..._...._.. - 3 5/8" _____ 5 5/16" ---------- 7" *�uC 3 TOP OF STONE ---------- 9" ---------- 7 5/16" -------- 5 5/8- ------- 7 5/16- ---------- g" z $ 3) NORMAL CROWN OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. SUBGRADE------------ 17" ---------- 15 5/16" -__-__- 13 5/8" _ ____ 15 5/16" --------- 17" N0. LENGTH D LBS. R. C z co w 7n I o 0 �z o .. .. .. -. 0,281 0.281 0,883 MA 0.020 0.042 m z Fri m 2 uj mm 0.281 C/)I- p 1.244 0.031 M x 3`-0" 2'7 3'-3" m Z U, ---I DRAW STRING C3 ? 1 /4":FT 1/2": FT ZSIDEWALK PAVEMENT DESIGN COLLECTOR STREET 8" - ABC, 2" - SF9.5A TOP OF PAVEMENT ------- 5- ---------- 3 5/16" -------- 1 5/8'> _____ 3 5/16" ---------- 5- TOP OF STONE--------- 7- ---------- 5 5/16" -------- 3 5,/6" ------- 5 5/16" -______--_ 7" SUBGRADE------------ 15" ____-__-- 13 5/16" ---_• -- 11 5/8- ------ 13 5/16" __________ 15- 0 X M a INDUSTRIAL USES 8" -ABC, 2" - H, 2" - SF9.5A TOP OF PAVEMENT ------- 5- _......_----_- 3 5/16" -------- 1 5/8" __ ___ 3 5/16- -...__-.----- 5" SIDEWALK WTDrH -� S -M" oo 0 TOP OF BINDER --------- 7" ---------- _.___-- 5 5/16" _..._...._.. - 3 5/8" _____ 5 5/16" ---------- 7" 0 3 TOP OF STONE ---------- 9" ---------- 7 5/16" -------- 5 5/8- ------- 7 5/16- ---------- g" z z SUBGRADE------------ 17" ---------- 15 5/16" -__-__- 13 5/8" _ ____ 15 5/16" --------- 17" N0. LENGTH D LBS. R. C ORIQC IRtbtLLSMNVETE MEASUREMENTS ABOVE ARE TAKEN WHEN DRAWSTRING PULLED ACROSS TOP OF CURB & GUTTER. w 7n D p o n 08 M. (12:1)MAX RAMP SLOPE OCROSS .SLOPE: L00% 3O CURB RAMPS REQUIRE A (4'-0") MLNIML'M LANDING WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF Z.V% WHERE PEDESTRIANS PERFY)RM TURYING MANEUVERS. SLOPE TO DRAIN TO CLRB. BACK OF CURB m M<171 a t., i-4 -ITC m ni Hz-i=D m =a.am S 0 0 C ,ZM,,,I'171...'T1 m Cn 0 z 10 TOP ELEVATION v o --- D- SIDEWALK S'AIN. 't, W sa i/2":FT 1,/ FT PAY LIMITS FOR CURB RAMP CURB G GUTTER 114r"'� �{[ry• &334 (12:1)MAR SLOPE TYPE q TYPE A ----- -- NOTES: 1) LOCAL STREET SHALL BE IN 55' R/W 2) GRADES SHALL NOT EXCEED 10%. 3) NORMAL CROWN OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. -2, 2� 1/2":FT PAVEMENT DESIGN LOCAL STREET 8" - ABC, 1.5" - SF9.5A TOP OF PAVEMENT ------- 5- ---------- 3 1/2" _____ __ 2----------- 3 1/2- ____ ___ 5" TOP OF STONE_________ 6 1/2- --------- 5` 1/2a --------- 5 6 1/2� SUBGRADE------------ 14 1/2" -------- 1.3- --------- 11 1/2 -__-__-_ 13- ---------- 14 1/2 a f INDUSTRIAL USES 8" - ABC, 2" - H, 2" - SF9.5A TOP OF PAVEMENT- - mm_ - 5" ___-_-.__ __ 3 1/2 - ____ _-_ mm_ 2 " --_------ 3 1/2 N -------_...__ 5" c o TOP OF BINDER 7" 1/2 4 _-_____ 5 1/2 ---_____--___ 7" rnTOP OF STONE . -a-..--......----- 9" ---------- 7 1/2 ---...__---__,,._ 6- --------- 7 1/2°' -----.._----.. 9" = SUBGRADE_._....:. ____-___ 17- _....-_-____- 15 1/2" --------- 14•- -------- 15 1/2" __.-_---___ 17" 0 t,, o MEASUREMENTS ABOVE ARE TAKEN WHEN DRAWSTRING PULLED ACROSS TOP OF CURB & GUTTER. 0 z a) 0 0 - aO1ECt vLE[aFe+<E tap. OA'ORfr, SJ.AMfS 511 RBbt � • r� PAY LIMITS FOR CURB RAMP �d81E NnAt! G 3i ..,.. .SLMi.AC£ Sf6'ObTNL &tlA ,w „,,,". OI 8.3- (12:1) MAX RAMP SLOPE (2 CROSS SLOPE: L00% �� -$ aao c,, srarwux „xexrre O CURB RAMPS REQUIRE A (4'0-) MINIMUM LANDING ''''"''' WITH A :RXXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00°.6 WHERE PEDESTRIANS PERFORM TURNING MANEUEZRS. SLOPE TO DRAIN TO CURB. CURB RAMPS Directional Ramps ORTf+TMAt. BY: J.S�ERTON DATE:,_I[-LLITLIL/7111 REFER TO ROADWAY STANDARD DRAWING NUffftER 848.OS SHEET 3 OF 3 FOR ALL RAMP NOTES W012ED SY: DATE: CHECKEO 8Y; DATE: Ela,SEE ZE NOTES: MORTAR JOINTS 1•p" +(- If' THICK. USE CLASS "B" CONCRETE THROUGHOUT. O N USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q d tC-i� Z DEDUCT FOR PIPE(S) FROM TOTAL CU. YD8. OF BRICK MASONRY. '�}-- USE #4 BAR DOWELS AT 12" CENTERS. H s m a z J W ii�3 LIJF*I S IvCn m SECTION Y -Y zz C9 a Q RISER HT. N C VARIES 0 OZ W :C1 .} MIN. m a � 1! M U z RISER T WHERE 30" TO 3e' PIPE 18 USED z' VARIES 0 - p O ___ 0 M N WHERE 42" TO 54" PIPE IS USED VOi HEET 1 of a DETAIL SHOWING METHOD 840.01 OF RISER CONSTRUCTION TYP__E.. _.2A S-r-� ( CURB RAMPS Parallel Ramps REFER TO ROADWAY STANDARD DRAWING NUMBER WSS SIIERT 3 OF 3 FOR ALI RAMP NODES CD PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH 6TEP6 12" Z Z M Z � S 4 44 BAA$ "VA E 6„ 6' STO� Q G FRAME, ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. USE TYPE "E", "F,: y "G" GRATES UNLESS OTHERWISE INDICATED.W 4 U S 0 yja2" y. r, RATE 0 USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS (" C3 O C7 -n Z D m 3" OF SECTION 840 OF THE STANDARD SPECIFICATIONS. h -t - �� O I I I r IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB = z z �'�T \ / ! - AS SHOWN ON STO. NO. 840.00. C/3 �- LM- O J O O y.M s '' FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OYER 8'-0" IN HEIGHT, USE O 0tQ Ir ;} _ z R m _ w R co _ ( 6'- " 12" WALL TO 6'-0" FiiOit TOP OF WALL AND 8" WALL FOR THE REMAINING Z to .' 6'-O". QUANTITES TO BE ADJUSTED ACOMOINGLY, I , 7 D ? G ? 1 CONSTRUCT WITH PIPE CROWN6 MATCHING. -CL Ca 1-4 ■ ! tD CO ,� PLAN SECTION X -X CHAMFER ALL EXPOSED CORNERS 1 1 0 i- a CURB AND GUTTER WITH CATCH BASIN ON STEEP GHATS DRAWING NOT TO SCALE. go TOP £LEYATION 'D EXPANSION JOINT m, m USE ON FLAT GRADES 2� AND UNDER RAME GRATE ANO Hf}00 TOP ELEVATION E i�.I-1s�840.03 STEPS - STO. NO. 840.88 STEPS ETD. N0. 840.68 S S' 0" fW�0"J�IEPRESSEO GUTTER LINE - - � - - EXPANSION JOINT c TOP ELEVATION PLAN OF TOP SLAB SECTION S- aIFll _- e A o z ELEVATION all T Ew 0 0 om --E p-� i'4 mn m U) Z_' m0 C:? z z MAX 2:1 <? O RW R 60' (L SHOSER - 12' 12' 6' SHOULDER . MAX 3:1 --7 1/4' PER FT. MAX 3:1 8"MIN. • v .. a.';4 ; �_.» W'•p '. "o-.. a,. . SECTION .I -.I WHERE 30" TO 3W PIPE IS USED !°N 0 SECTION M -M WHERE 42' TO 54' PIPE I$ USED PLAN NOTE LL C9 � z� �mCL a CL CC V V Cl) N Cn P4 r cc Mm-1 0 LU NORMAL CURB AND GUTTER ON LIGHT GRADES W � M S TOP ELEVATION NORMAL GUTTER LINE B" E #8 "W" BARS #4 BAR EXPANSION JOINT 1l -(6" T USE ON GRADES OVER 2% s0es "1r A 0EQUAL SPADES - CIM (�jEXPANSION JOINT 10 MAX 61-0. BARS "U" , Ber 1'-0" C7 �OEPRESSEO GUTTER LINE �5 W A ELEVATION mSECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES cri m z z 0 O MINIMUi1 DIMvw, TOTAL RICK AN ENSIONS AND QUANTITIES FOR 9RICK CATCH SASIN(BASEO ON 1IN. NEIONT, H, WITH NO RISER)* DIMENSIONS OF BOX AND PIPE TOP BLAB GU.YOS. CONC. IN BOX BRICK MASONRY DEDUCTIONS PIPE SPAN WIDTH WIOTN SPAN MIN. HEIGHT DIMENSIONS BARS^U BARB -V BARS- TOTAL TOTAL TOP BOTTOM carie c;-cuziRa (HEIGHT YARIM Ci:RR REVEAI, DETERMINED T-YP /� fly MARE SLOPE) Q0 f-6'CONCRETE CUBE SIDEWALK WTDrH -� S -M" MAXIMUM MAXIMUM 0 C C* 0 S1Lv WIDTH o � z ;;u A 2 N0. LENGTH N0. LENGTH LBS. R. C ORIQC IRtbtLLSMNVETE �•9C Y 'A 7n A m 8 TSP n __ .. .. .. .. .. .. -. 0,281 0.281 0,883 1.164 0.020 0.042 18" z Fri m 3'-0" uj mm 0.281 + p 1.244 0.031 Z 18" NOTES: 1) LOCAL STREET SHALL BE IN 55' R/W 2) GRADES SHALL NOT EXCEED 10%. 3) NORMAL CROWN OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. -2, 2� 1/2":FT PAVEMENT DESIGN LOCAL STREET 8" - ABC, 1.5" - SF9.5A TOP OF PAVEMENT ------- 5- ---------- 3 1/2" _____ __ 2----------- 3 1/2- ____ ___ 5" TOP OF STONE_________ 6 1/2- --------- 5` 1/2a --------- 5 6 1/2� SUBGRADE------------ 14 1/2" -------- 1.3- --------- 11 1/2 -__-__-_ 13- ---------- 14 1/2 a f INDUSTRIAL USES 8" - ABC, 2" - H, 2" - SF9.5A TOP OF PAVEMENT- - mm_ - 5" ___-_-.__ __ 3 1/2 - ____ _-_ mm_ 2 " --_------ 3 1/2 N -------_...__ 5" c o TOP OF BINDER 7" 1/2 4 _-_____ 5 1/2 ---_____--___ 7" rnTOP OF STONE . -a-..--......----- 9" ---------- 7 1/2 ---...__---__,,._ 6- --------- 7 1/2°' -----.._----.. 9" = SUBGRADE_._....:. ____-___ 17- _....-_-____- 15 1/2" --------- 14•- -------- 15 1/2" __.-_---___ 17" 0 t,, o MEASUREMENTS ABOVE ARE TAKEN WHEN DRAWSTRING PULLED ACROSS TOP OF CURB & GUTTER. 0 z a) 0 0 - aO1ECt vLE[aFe+<E tap. OA'ORfr, SJ.AMfS 511 RBbt � • r� PAY LIMITS FOR CURB RAMP �d81E NnAt! G 3i ..,.. .SLMi.AC£ Sf6'ObTNL &tlA ,w „,,,". OI 8.3- (12:1) MAX RAMP SLOPE (2 CROSS SLOPE: L00% �� -$ aao c,, srarwux „xexrre O CURB RAMPS REQUIRE A (4'0-) MINIMUM LANDING ''''"''' WITH A :RXXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00°.6 WHERE PEDESTRIANS PERFORM TURNING MANEUEZRS. SLOPE TO DRAIN TO CURB. CURB RAMPS Directional Ramps ORTf+TMAt. BY: J.S�ERTON DATE:,_I[-LLITLIL/7111 REFER TO ROADWAY STANDARD DRAWING NUffftER 848.OS SHEET 3 OF 3 FOR ALL RAMP NOTES W012ED SY: DATE: CHECKEO 8Y; DATE: Ela,SEE ZE NOTES: MORTAR JOINTS 1•p" +(- If' THICK. USE CLASS "B" CONCRETE THROUGHOUT. O N USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q d tC-i� Z DEDUCT FOR PIPE(S) FROM TOTAL CU. YD8. OF BRICK MASONRY. '�}-- USE #4 BAR DOWELS AT 12" CENTERS. H s m a z J W ii�3 LIJF*I S IvCn m SECTION Y -Y zz C9 a Q RISER HT. N C VARIES 0 OZ W :C1 .} MIN. m a � 1! M U z RISER T WHERE 30" TO 3e' PIPE 18 USED z' VARIES 0 - p O ___ 0 M N WHERE 42" TO 54" PIPE IS USED VOi HEET 1 of a DETAIL SHOWING METHOD 840.01 OF RISER CONSTRUCTION TYP__E.. _.2A S-r-� ( CURB RAMPS Parallel Ramps REFER TO ROADWAY STANDARD DRAWING NUMBER WSS SIIERT 3 OF 3 FOR ALI RAMP NODES CD PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH 6TEP6 12" Z Z M Z � S 4 44 BAA$ "VA E 6„ 6' STO� Q G FRAME, ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. USE TYPE "E", "F,: y "G" GRATES UNLESS OTHERWISE INDICATED.W 4 U S 0 yja2" y. r, RATE 0 USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS (" C3 O C7 -n Z D m 3" OF SECTION 840 OF THE STANDARD SPECIFICATIONS. h -t - �� O I I I r IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB = z z �'�T \ / ! - AS SHOWN ON STO. NO. 840.00. C/3 �- LM- O J O O y.M s '' FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OYER 8'-0" IN HEIGHT, USE O 0tQ Ir ;} _ z R m _ w R co _ ( 6'- " 12" WALL TO 6'-0" FiiOit TOP OF WALL AND 8" WALL FOR THE REMAINING Z to .' 6'-O". QUANTITES TO BE ADJUSTED ACOMOINGLY, I , 7 D ? G ? 1 CONSTRUCT WITH PIPE CROWN6 MATCHING. -CL Ca 1-4 ■ ! tD CO ,� PLAN SECTION X -X CHAMFER ALL EXPOSED CORNERS 1 1 0 i- a CURB AND GUTTER WITH CATCH BASIN ON STEEP GHATS DRAWING NOT TO SCALE. go TOP £LEYATION 'D EXPANSION JOINT m, m USE ON FLAT GRADES 2� AND UNDER RAME GRATE ANO Hf}00 TOP ELEVATION E i�.I-1s�840.03 STEPS - STO. NO. 840.88 STEPS ETD. N0. 840.68 S S' 0" fW�0"J�IEPRESSEO GUTTER LINE - - � - - EXPANSION JOINT c TOP ELEVATION PLAN OF TOP SLAB SECTION S- aIFll _- e A o z ELEVATION all T Ew 0 0 om --E p-� i'4 mn m U) Z_' m0 C:? z z MAX 2:1 <? O RW R 60' (L SHOSER - 12' 12' 6' SHOULDER . MAX 3:1 --7 1/4' PER FT. MAX 3:1 8"MIN. • v .. a.';4 ; �_.» W'•p '. "o-.. a,. . SECTION .I -.I WHERE 30" TO 3W PIPE IS USED !°N 0 SECTION M -M WHERE 42' TO 54' PIPE I$ USED PLAN NOTE LL C9 � z� �mCL a CL CC V V Cl) N Cn P4 r cc Mm-1 0 LU NORMAL CURB AND GUTTER ON LIGHT GRADES W � M S TOP ELEVATION NORMAL GUTTER LINE B" E #8 "W" BARS #4 BAR EXPANSION JOINT 1l -(6" T USE ON GRADES OVER 2% s0es "1r A 0EQUAL SPADES - CIM (�jEXPANSION JOINT 10 MAX 61-0. BARS "U" , Ber 1'-0" C7 �OEPRESSEO GUTTER LINE �5 W A ELEVATION mSECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES cri m z z 0 O MINIMUi1 DIMvw, TOTAL RICK AN ENSIONS AND QUANTITIES FOR 9RICK CATCH SASIN(BASEO ON 1IN. NEIONT, H, WITH NO RISER)* DIMENSIONS OF BOX AND PIPE TOP BLAB GU.YOS. CONC. IN BOX BRICK MASONRY DEDUCTIONS PIPE SPAN WIDTH WIOTN SPAN MIN. HEIGHT DIMENSIONS BARS^U BARB -V BARS- TOTAL TOTAL TOP BOTTOM carie c;-cuziRa (HEIGHT YARIM Ci:RR REVEAI, DETERMINED T-YP /� fly MARE SLOPE) EXTEND STONE BASE 6" BEYOND EDGE OF PAVEMENT NOTE_ 1 LOCAL STREET WITHOUT CURB & GUTTER SHALL BE IN 60' R/W. 2 GRADES SHALL NOT EXCEED 8%. 3 PAVEMENT DESIGN TO BE 8" - ABC & 1 1/2" SF9.5A. SIDEWALK 6 CONCRETE CURB DEPRESSED 2 CU R fn GGT. DETECTABLE WARNING SURFACE (Tu-) x-- PAY LIMITS FOR CURB RAMP "CONCRETE CURB (D- E f-6'CONCRETE CUBE SIDEWALK WTDrH -� S -M" MAXIMUM MAXIMUM RR.MP INIOPS ACCORDANCE WITH LATEST 0 S1Lv WIDTH 0 A 8 C G H f'MLVdf NO. LENGTH N0. LENGTH N0. LENGTH LBS. jD ORIQC IRtbtLLSMNVETE �•9C Y 12" 3'-0" 2'-2" 8 TSP _. .. __ .. .. .. .. .. .. -. 0,281 0.281 EXTEND STONE BASE 6" BEYOND EDGE OF PAVEMENT NOTE_ 1 LOCAL STREET WITHOUT CURB & GUTTER SHALL BE IN 60' R/W. 2 GRADES SHALL NOT EXCEED 8%. 3 PAVEMENT DESIGN TO BE 8" - ABC & 1 1/2" SF9.5A. SIDEWALK 6 CONCRETE CURB DEPRESSED 2 CU R fn GGT. DETECTABLE WARNING SURFACE (Tu-) x-- PAY LIMITS FOR CURB RAMP "CONCRETE CURB (D- E z MIX MAXIMUM MAXIMUM RR.MP INIOPS ACCORDANCE WITH LATEST 0 I^ Q 0 A 8 C G H E F NO. LENGTH N0. LENGTH N0. LENGTH LBS. TOTAL SLAB SLAB CONC. ORIQC IRtbtLLSMNVETE ONE PIPE C.M. R.C. 12" 3'-0" 2'-2" .. .- 2'-9" _. .. __ .. .. .. .. .. .. -. 0,281 0.281 0,883 1.164 0.020 0.042 18" 3'-0" 2'-2" 3'-0" uj Cn1-Ly0_j 0.281 0.281 0,963 1.244 0.031 0.047 18" 3`-0" 2'7 3'-3" CL 0° w BOTTOM OF SIGNS 0.281 0.281 1.043 1.824 0.044 0.085 24" 9'-0" 272" 3'-9' 0:281 0.281 1.204 1.485 0,076 0,123 39" 3,-0" 2'-2" 3'-4" 4'4" 1'-2" 4'-4" 4 1'-8" a 4' 1" 3 4'-1" 45 0.147 0,374 0.521 1.606 2.217 0.122 0.184 36" 3'-0" V-2" 3'-10" 4-9' F -S" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0,415 0.602 1.914 2.518 0.178 0.261 42" 3`-0" 2'-2" 4'-5" 5 -3 1'-S" 3'-8" 4 i'-9' 3 3'-3 ` 3 9'-3" 36 0.335 0.373 0.508 2.152 2.680 0.240 D.373 48" 3'-D" 2'-2" 5'-0" 5'-9' 2'-0" 3'-S" 4 2'-6" 4 9'-8' 3 3-3 41 0.173 0.410 0.583 2.415 2,998 0.313 0.477 54" 3'-0" W-2" 1 1 5'-7" 1 6'-3" 2r_7e, 3,_6,r 4 1 3'-0" 1 6 1 2%3" 3 W-3`1 47 0,211 0.448 1 0.859 2.806 3.465 0,398 0.595 EXTEND STONE BASE 6" BEYOND EDGE OF PAVEMENT NOTE_ 1 LOCAL STREET WITHOUT CURB & GUTTER SHALL BE IN 60' R/W. 2 GRADES SHALL NOT EXCEED 8%. 3 PAVEMENT DESIGN TO BE 8" - ABC & 1 1/2" SF9.5A. SIDEWALK 6 CONCRETE CURB DEPRESSED 2 CU R fn GGT. DETECTABLE WARNING SURFACE (Tu-) x-- PAY LIMITS FOR CURB RAMP "CONCRETE CURB (D- .........DEPRESSED 2W RAMP WIDTH- }1 i, CURB & OUTTER O 833% (12:1) MAX R Lf, SLOPE DBIF(TABL9 WA&VfNG SURACfi (TVP) O CROSS SLOPE: 2.00% ^--bEPRESSED Q CURB RAMPS REQUIRE A (4'-0) MINIMUM LANDING - 2a- CURB to GL%TTEX W?TH A MAXIMUM CROSS SLOPE AND I,ONGIT`UDI,YAL SLOPE (3TEIGITf VARIES OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. CURB REVE44 DETERMINBU SLOPE TO DRAIN 10 CLOW. n� T.V _ P -F -..-AA BY FLARE SLOPE) REFER TO ROADWAY STANDARD DRAWING NUMBER 848.0S SIIEE'f 3 OF 3 FOR ALL RAMP NOTES E z MIX MAXIMUM MAXIMUM RR.MP INIOPS ACCORDANCE WITH LATEST 0 I^ Q DEPRES88D 2'-6• MANUAL ON UNIFORM GETTER PENAL I' i/ I. T TRAFFIC CONTROL DEVICES, RETFAL BY P E TYPE FEARS SLOPEtTBRiD:NFA .........DEPRESSED 2W RAMP WIDTH- }1 i, CURB & OUTTER O 833% (12:1) MAX R Lf, SLOPE DBIF(TABL9 WA&VfNG SURACfi (TVP) O CROSS SLOPE: 2.00% ^--bEPRESSED Q CURB RAMPS REQUIRE A (4'-0) MINIMUM LANDING - 2a- CURB to GL%TTEX W?TH A MAXIMUM CROSS SLOPE AND I,ONGIT`UDI,YAL SLOPE (3TEIGITf VARIES OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. CURB REVE44 DETERMINBU SLOPE TO DRAIN 10 CLOW. n� T.V _ P -F -..-AA BY FLARE SLOPE) REFER TO ROADWAY STANDARD DRAWING NUMBER 848.0S SIIEE'f 3 OF 3 FOR ALL RAMP NOTES E z MAXIMUM MAXIMUM o� ACCORDANCE WITH LATEST 0 I^ Q MANUAL ON UNIFORM d PENAL I' i/ tV E TRAFFIC CONTROL DEVICES, Lu � z � 3 0C C3 NCSBC AND ADA M,•4 CD SPECIFICATIONS AND REQUIREMENTS. R7 -8D OOcnTz QU._ o z �p�M 1-- 0 0 IL=�� LD 0 0 Z M Ch uj Cn1-Ly0_j tti 0W "VAN ACCESSIBLE" � °C u z }-N SIGN L � CL 0° w BOTTOM OF SIGNS R7-8 OR R7 -8A -+f-- SIGN R7-8 OR Ln 0% R7 -8A -f- SIGN R7 -8D - RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT Ms O C9 z z M 4 w c m a. - 0 G - w 0FUS z�F Cn v (N 0) � r CC J m C9 z LL1 .01 GALV. STL. POST FINISHED GRADE SIDEWALK PMIX CURB RAMPS Shared Landing DRII NAL NH- ODIPi£D BY: DATE: MAX 2:1 ALL SIGNS SHALL BE E PROVIDED AND INSTALLED IN MAXIMUM MAXIMUM ACCORDANCE WITH LATEST 0 MANUAL ON UNIFORM PENAL I' i/ tV E TRAFFIC CONTROL DEVICES, Lu � z � 3 NCSBC AND ADA 25� SPECIFICATIONS AND REQUIREMENTS. R7 -8D NOTE: MAXIMUM PENALTY SHALL BE PER LATEST FINE AMOUNT AS SPECIFIED BY LOCAL AUTHORITIES. VAN ACCESSIBLE 3' DEEP CONC R7 -8A VAN ACCESSIBLE FOOTING NOT TO SCALE °OgoQppOU C`4 Rol �p #00�� ° Z °° O�R'Q"O O• •� r SEAL 023728 l a 0 0 G i 4 tiNGINS OOO mp0ag� �oO r� O 0 LLIiL F a Liz = Q Q z O U) DATE 05/06/19 0 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE N/A 0 -0 0 =� CI) (a N N Z O o � c O W C� O W r n C ° !✓ U O 0 < Q 4) r -i L_ '- 3 U U = ° T In a z o� x x N z I z Q `° L1.1 O cn z U w o z � Y Lu� a)Lu�' L U H0 (D z Oy Q C: � W< °T� z >z0 all J H Q L Lu a� 0 0 0 � D- mOo0 Q z 0 U �z N O O Z E- 0 � I..L. O 0 Z Q U O :3 rn N � > O Q/� - U . 2 O U ++ X � O Q) L !✓ O ® O C C � Q) � E yU. O Cn v v m U O > N N O O in JOB NO. o 37500 0u) 4) C W O O SHEET NO. a� a x'7.0 T s� E 0 L? 0 n 0 tV E Lu � z � 3 N u1 VUJ QU._ o z O �p�M IL=�� LD 0 Z M Ch G7 Lu tti � a � °C u z L � 0° w Ln 0% J r� O 0 LLIiL F a Liz = Q Q z O U) DATE 05/06/19 0 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE N/A 0 -0 0 =� CI) (a N N Z O o � c O W C� O W r n C ° !✓ U O 0 < Q 4) r -i L_ '- 3 U U = ° T In a z o� x x N z I z Q `° L1.1 O cn z U w o z � Y Lu� a)Lu�' L U H0 (D z Oy Q C: � W< °T� z >z0 all J H Q L Lu a� 0 0 0 � D- mOo0 Q z 0 U �z N O O Z E- 0 � I..L. O 0 Z Q U O :3 rn N � > O Q/� - U . 2 O U ++ X � O Q) L !✓ O ® O C C � Q) � E yU. O Cn v v m U O > N N O O in JOB NO. o 37500 0u) 4) C W O O SHEET NO. a� a x'7.0 T s� L ^> v o NOTES: SURFACE OF adapter. o 1) RESIDENTIAL DRIVEWAY TO BE MAXIMUM 12' IN O unless specific approval by the Town Engineer is obtained. -'IV _ WIDTH UNLESS A VARIANCE IS GRANTED BY THE TOWN ENGINEER 0 D _ 12" 4 4 2) COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO Z Z TRANSVERSE EXPANSION BE A MAXIMUM OF 3D' IN WIDTH PROPOSED DRIVEWAY az= D � m /i PROPOSED3) IF DISTANCE BETWEEN DRIVEWAY CUT & CONCRETE SIDEWALK (IF APPLICABLE) / EXISTING CURB JOINT IS LESS THAN 5' DRIVEWAY 0"n 0 THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR REMOVE CURB TO EXISTING JOINT & REPLACE (3DDD P.S.I.) �� 6" MIN 6" IN WITH MONOLITHIC POUR. IF DISTANCE IS -n mo o GREATER THAN 5' THE EXISTING GUTTER MAY BE ALTERED BY THE TOWN ENGINEER TO PREVENT UNCONTROLLED C CRACKING. SHALL BE SAWCUT. I ,�,-•�----'-"— , Z� Cl OR FORMED BY OTHER APPROVED METHODS" WHERE SUCH JOINTS O ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1.5" SHALL M --I C PROPOSED DRIVEWAY - COMPACTED 3)ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER. �z z o EXISTING GUTTER BACKFILL 1/2" EXPANSION JOINT Z O TYPICAL SECTION 11�Tt 1 D M AND 7"5' FOR MACHINE PLACED CURB. NO SAW -CUT REPAIR OF CRACKS ALLOWED. M0 >. DATE DESCRIPTION N0, GATE DESCRIPTION 1/2" EXPANSION JOINT SIDEWALK - SEE 2012 NCDOT STANDARDS FOR RAMPS AND ADDITIONAL INFO (IF APPLICABLE) � g a HDPE PIPE g z DESIGNED BY. REV. N0. STANDARD CURB & GUTTER DRAWN BY: DESIGNED �Y; L ^> v o NOTES: SURFACE OF adapter. z o 1) RESIDENTIAL DRIVEWAY TO BE MAXIMUM 12' IN O unless specific approval by the Town Engineer is obtained. -'IV _ WIDTH UNLESS A VARIANCE IS GRANTED BY THE TOWN ENGINEER 0 D _ 12" 4 4 2) COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO ad 44 I1 Z TRANSVERSE EXPANSION BE A MAXIMUM OF 3D' IN WIDTH PROPOSED DRIVEWAY z D NOTES: /i PROPOSED3) IF DISTANCE BETWEEN DRIVEWAY CUT & CONCRETE SIDEWALK (IF APPLICABLE) / EXISTING CURB JOINT IS LESS THAN 5' DRIVEWAY 0"n 0 THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR REMOVE CURB TO EXISTING JOINT & REPLACE (3DDD P.S.I.) �� 6" MIN 6" IN WITH MONOLITHIC POUR. IF DISTANCE IS -n mo o GREATER THAN 5' THE EXISTING GUTTER MAY BE ALTERED BY THE TOWN ENGINEER TO PREVENT UNCONTROLLED BE USED THROUGHOUT, CRACKING. SHALL BE SAWCUT. I ,�,-•�----'-"— , 2)CONTRAC-ION JOINTS SHALL BE INSTALLED BY THE USE OF TEMPLATES Cl OR FORMED BY OTHER APPROVED METHODS" WHERE SUCH JOINTS O ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1.5" SHALL -M-1 BE OBTAINED. PROPOSED DRIVEWAY - COMPACTED 3)ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER. >,, EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND o EXISTING GUTTER BACKFILL 1/2" EXPANSION JOINT Z 0 TYPICAL SECTION 11�Tt 1 D M AND 7"5' FOR MACHINE PLACED CURB. NO SAW -CUT REPAIR OF CRACKS ALLOWED. M0 >. DATE DESCRIPTION N0, GATE DESCRIPTION 1/2" EXPANSION JOINT SIDEWALK - SEE 2012 NCDOT STANDARDS FOR RAMPS AND ADDITIONAL INFO (IF APPLICABLE) z HDPE PIPE DRAWN BY; v 4 4 d } d 10' NI N 30" RADIUS MIN 42" RADIUS MAX PROPOSED CONCRETE DRIVEWAY K__ - - - EXISTING CURB & GUTTER JOINT (3DDD P.S.I.) -- EXISTING CURB AND GUTTER TO BE SAW CUT MIN I PLAN VIEW The pipe shall be corrugated exterior/smooth interior pipe (Type S), conforming to the requirements of AASHTO Specifications M294 (latest edition) for Corrugated Polyethylene Pipe, Bell and spigot joints shall be required on all pipe, Bells shall cover at least two full corrugations on each section of pipe. The bell and spigot joint shall have "0" -ring rubber gasket meeting ASTM F477 with the gasket factory installed, placed an the spigot end of the pipe. Pipe joints shall meet all requirements of AASHTO M294. - Al HDPE pipe installation shall be in accordance with the manufacturer's recommendations" - Backfill material used to install HDPE pipe shall be Select Material, Class II -1V, as defined by Section 1016-3 of the NCDOT Standard Specifications for Roads and Structures. Upon submittal of written certification of material suitability by a licensed geotechnical engineer, NCDOT Class I select material may be used. All backfill shall be approved by the Town inspector prior to placement. - No HDPE end treatments allowed. All end treatments should be reinforced concrete pipe 1 1j2" B 15/32 3 2"-3 t/4¢ A, PLAN OF GRATING DEWEY QRS" ON -8N--4 OR APPROVED EQU& 1 t 7ro"' 3" DEPRESi SECTION -AA 0 2,3 Il ---.t' 2" ¢(�+ t 1; B SECTION -BB N � p 1/2" R 4 1/8" R. 12 4Q 4 a e 2'-6" 2'-6" CURB & GUTTER .1 /8" R" or headwalls. Transitions from HDPE to concrete pipe shall be made with thepriate SURFACE OF adapter. GUTTER - Minimum bury depth of 18" from the outside wall of the pipe. Maximum bury depth of 20' � unless specific approval by the Town Engineer is obtained. -'IV _ z o JOINT FILLER 2' 2'-B" _ 12" 4 4 - 01222 ad 44 I1 z TRANSVERSE EXPANSION 2° 6' JOINT IN CURB & GUTTER � NOTES: 2`-•3 sft� 1)CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, EXCEPT 0 THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR CLASS CONCRETE WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED Z WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING " MAY BE ALTERED BY THE TOWN ENGINEER TO PREVENT UNCONTROLLED BE USED THROUGHOUT, CRACKING. C0 2)CONTRAC-ION JOINTS SHALL BE INSTALLED BY THE USE OF TEMPLATES M OR FORMED BY OTHER APPROVED METHODS" WHERE SUCH JOINTS O ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1.5" SHALL -M-1 BE OBTAINED. PLA��F FRAME 3)ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER. >,, EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND o ADJACENT TO ALL RIGID OBJECTS. 4) WHEN REPAIRING CRACKED OR DAMAGED CURB AND GUTTER, THE MINIMUM LENGTH MONOLITHIC POUR; 2' KEYWAY, BAR OF SECTIONS TO BE REMOVED AND REPLACED ARE 10' FOR FORMED CURB Z� AND 7"5' FOR MACHINE PLACED CURB. NO SAW -CUT REPAIR OF CRACKS ALLOWED. 5) MINIMUM CONCRETE STRENGTH SHALL BE 3000 PSI" >. DATE DESCRIPTION N0, GATE DESCRIPTION REVISIONS REVISIONS HDPE PIPE DRAWN BY; DESIGNED BY. REV. N0. STANDARD CURB & GUTTER DRAWN BY: DESIGNED �Y; DATE APPROVED; DATE APPROVED: Q3}7 S 2'Ila n /s„ TOWN OF GARNER, N.G. 4.16 TOWN OF GARNER. N.G. APPROVED BY: I -PROVED BY, 3 V) J F_ LIJ 0 0 z a V) 0 z C 1 0 r- L Y —I I -S, x x Y —' I / LAN PLAN SHOWN /POSITION OF BOLTS - WITH GRATE & FRAME REMOVED DEWEY BROS. CH -M-4 F dYka APPROVED I' 3" WELDED PIGG SlCGY_ ANCHORS 6» AA�� 1 -SEE NOTE SECT�Y-XX SECTION -'YY COBIC ADS 9 z C � C/? g z o 0 2' 2'-B" - - 01222 C z U7 2° 6' Z � M 2`-•3 sft� aa#a oras 0 3 CLASS CONCRETE ( E Z 0.049 1 " " - .�' 6^^ 6A BE USED THROUGHOUT, ► � C0 O.u85 ' 0.317 M z O SECTION -CC -M-1 R r - PLA��F FRAME 1> >,, 9'd59 R3f4.0"D➢E{3.�28812"A$'A£.7txAi61.#86) o z -`- MONOLITHIC POUR; 2' KEYWAY, BAR SOTi M SLAB, QUANTITIES TO BE ADJUSTED ACCORDINGLY Z� " 4 BARS U" EQUALLY SPACED I M OR 4 DOWELS AT 12" CENTER r+1 / Ila, S"--3 „ 3 aft 1 8& 3°-9° x"-7° L" -Y° 8°-4 F_ M ; •z: AS DIRECTED BY ENGINEER� C9 0 N r�4` 3f4� fi TWO 2' PIPE WEEP HOLE'S Q3}7 S 2'Ila n /s„ $`-8` TO BE PLACED AS � Z 3 2`-tS' I 91 0.169 I v"SA3 a ° 2 I/B -1 314" j 2 1fB G DIRECTED BY ENGINEER 0 � Q FORMS ARE TO BE USED z M Q � .Y O SECTION -DD � v � 6" A � i i Y —I I -S, x x Y —' I / LAN PLAN SHOWN /POSITION OF BOLTS - WITH GRATE & FRAME REMOVED DEWEY BROS. CH -M-4 F dYka APPROVED I' 3" WELDED PIGG SlCGY_ ANCHORS 6» AA�� 1 -SEE NOTE SECT�Y-XX SECTION -'YY COBIC ADS 9 EDUOT€ Na FOR 0 C 2'-2' IPJ E g z o w 2' 2'-B" - - 01222 0.:355 D.OI S U7 tU -----_----- sp z 0.920 2`-•3 sft� aa#a oras 1B" 31-5" 2°1" 0 CLASS CONCRETE ( E Z 0.049 1 " " - .�' 6^^ 6A BE USED THROUGHOUT, ► � O.u85 ' 0.317 BOTTOM SLAB a O SECTION -CC a R r - .. 7n OPTIONAL CONSTRUCTION- 9'd59 R3f4.0"D➢E{3.�28812"A$'A£.7txAi61.#86) o z In Os Y —I I -S, x x Y —' I / LAN PLAN SHOWN /POSITION OF BOLTS - WITH GRATE & FRAME REMOVED DEWEY BROS. CH -M-4 F dYka APPROVED I' 3" WELDED PIGG SlCGY_ ANCHORS 6» AA�� 1 -SEE NOTE SECT�Y-XX SECTION -'YY 12, 1.02 z i M1 F ' A _LL i B M DOWEL PIPE -0 COBIC ADS AL t a & COVER EDUOT€ Na FOR 0 C FLOOR IPJ E CUBIC YARDS z o w 2' 2'-B" - - 01222 0.:355 D.OI S U7 tU -----_----- Z 0 0.920 0.O2S aa#a oras 1B" 31-5" 2°1" Z CLASS CONCRETE 1.021 Z 0.049 1 " " - .�' 6^^ 6A BE USED THROUGHOUT, ► � O.u85 ' 0.317 BOTTOM SLAB L�� O z a R r - .. 7n OPTIONAL CONSTRUCTION- 9'd59 R3f4.0"D➢E{3.�28812"A$'A£.7txAi61.#86) OVER V AND UP TO 15' IN HEIGHT USE S' WALLS AND 1 In Os -`- MONOLITHIC POUR; 2' KEYWAY, BAR SOTi M SLAB, QUANTITIES TO BE ADJUSTED ACCORDINGLY " 4 BARS U" EQUALLY SPACED I OR 4 DOWELS AT 12" CENTER r+1 8& 3°-9° x"-7° L" -Y° 8°-4 y= ; •z: AS DIRECTED BY ENGINEER� C9 0 N o 4S£€t i R.L57 9J0$ EA3 TWO 2' PIPE WEEP HOLE'S Q3}7 S z $`-8` TO BE PLACED AS Z" Z 3 2`-tS' I 91 0.169 I v"SA3 1%28 i 2.3A2 &.524 4_.ai G DIRECTED BY ENGINEER 0 � Q FORMS ARE TO BE USED z M Q � .Y O FOR CONSTRUCTIN OF � THE BOTTOM SLAB iiilll 6" A STONE O+ N CONSYS`TING � i i OF 1 CUSIC FOOT OF �. •: '..:,!.'-: r; "(" NO,76M STONE CONTAINED 1N A RAG OF �-^ SiDE ELEVATION &" POROUS FABRIC SHALL ��..� BE PLACED AT EACH z - SECTION MM WEEP HOLE, ITT ALL DROP INLETS OVER D DEWEY BROS. CH -BN -2000 4 BAR 3'-6" IN DEPTH TO BE �i'i in OR APPROVED EQUAL PROVIDED WITH STEPS V-2' ON CENTER STEPS SHALL BE IN - ACCORDANCE WITH STD, 12, 1.02 z i M1 F ' A _LL i B M DOWEL PIPE -0 COBIC ADS AL t a & COVER EDUOT€ Na FOR 0 C FLOOR IPJ E CUBIC YARDS z o w 2' 2'-B" G.2 2 - 01222 0.:355 D.OI S 0.024 tU Z 0 0.920 0.O2S aa#a oras 1B" 31-5" 2°1" Z ]A .0 1.021 0.033 0.049 1 4'-G" 2' 0.2620.222 z LU �' 1.151 1.207 0.059 0,092 O.u85 ' 0.317 I=m?6 I NOTES: CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS, WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1.5' SHALL BE OBTAINED. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT T A ❑ ALL RIGID OBJECTS, MINIMUM CONCRETE STRENGTH SHALL BE 3000 PSL NO, GATE DESCRIPTION REVISIONS REV. NO. MEDIAN CURB 3.13 TOWN OF GARNER N.G• .............. k„ 4 DRAWN BY: f DESIGNED BY: DATE APPROVED: DIMENSIONS FOR CHANNELS _LHA_ !4.ELS _._ N0. SIZE LENGTH l TOTAL LINT FEET 2 3X4.1„ 4'--0" V-0" 2 0" C CLASS 'S' CONCRETE TO BE THROUGHOUT. IPJ E z z o w a ACCORDANCE WITH STD. NO. 1.02 O � � OPTIONAL CONSTRUCnON-MONOLa POUR" 2" KEYWAY '. tU Z 0 OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. LU D3 Inc N ate– aa#a oras a92s Z ]A .0 3" 2. 0% 6" SECTION -YY z LU �' � 9.699 I 6821l WL H1 WJ W BOTTOM SLAB O O z a R r - 7n ZN 9'd59 R3f4.0"D➢E{3.�28812"A$'A£.7txAi61.#86) OVER V AND UP TO 15' IN HEIGHT USE S' WALLS AND 1 In Os • <'.� 7 M SOTi M SLAB, QUANTITIES TO BE ADJUSTED ACCORDINGLY " 4 BARS U" EQUALLY SPACED I M r+1 8& 3°-9° x"-7° L" -Y° 8°-4 y= 5"-E' n C9 CURB IS USED IN PLACED : 8 0.td5 6.3'st 4S£€t i R.L57 9J0$ EA3 A285 Q3}7 S 1{2" $`-8` Z" Z 3 2`-tS' I 91 0.169 I v"SA3 1%28 i 2.3A2 &.524 4_.ai M C>0 � Q z Q 3.14 E #4 BARS "V" -_ I EQUALLY SPACED 6 - #8 BARS "N' EQUALLY SPACED 5._ -11/2"1 j - 5' R i III F Sm 0il I I — PLAN CURB AND GUTTER S WITH CATCH BASIN ON STEEP GRADES 6" 8" 6" in j USE ON FLATJ GRADES 2% & UNDER Z f44 BARS '°V" - - - - #8 BARS "W" j z 4 BARS "U" 11 2 _ .� �/ " I 3' ...._...� 3' .DEPRESSED GUTTER LIME L 1 SECTION -RR • 6„ ELEVATION 4 BARS CURB & GUTTER ON LIGHT GRADES NORMAL GUTTER LINE "U EQUALLY SPACE 8,o n6" -�....� /USE ON GRADES 2% °c OVER 10" DEPRESSED i SECTION -SS MAX GUTTER LINE; 12' 1 a 6' I ELEVATION & ,AmR 9a smv W. -M -`s 9aii8,S}GF& �� mrYs z� . cn5ct bra NOTES: Ptah ------- C CLASS 'S' CONCRETE TO BE THROUGHOUT. IPJ E z ALL CX!CH BASIN OVER 3'-8' IN DEPTH TO RE PROVIDED w 6" ACCORDANCE WITH STD. NO. 1.02 ' OPTIONAL CONSTRUCnON-MONOLa POUR" 2" KEYWAY '. tU a eJ io OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. LU D3 Inc N ate– aa#a oras a92s �,1;5 LU H1 2. 0% 6" SECTION -YY z LU �' OURCog'Am E #4 BARS "V" -_ I EQUALLY SPACED 6 - #8 BARS "N' EQUALLY SPACED 5._ -11/2"1 j - 5' R i III F Sm 0il I I — PLAN CURB AND GUTTER S WITH CATCH BASIN ON STEEP GRADES 6" 8" 6" in j USE ON FLATJ GRADES 2% & UNDER Z f44 BARS '°V" - - - - #8 BARS "W" j z 4 BARS "U" 11 2 _ .� �/ " I 3' ...._...� 3' .DEPRESSED GUTTER LIME L 1 SECTION -RR • 6„ ELEVATION 4 BARS CURB & GUTTER ON LIGHT GRADES NORMAL GUTTER LINE "U EQUALLY SPACE 8,o n6" -�....� /USE ON GRADES 2% °c OVER 10" DEPRESSED i SECTION -SS MAX GUTTER LINE; 12' 1 a 6' I ELEVATION & ,AmR 9a smv W. -M -`s 9aii8,S}GF& �� mrYs z� . cn5ct bra NOTES: U ------- C CLASS 'S' CONCRETE TO BE THROUGHOUT. IPJ E ALL CX!CH BASIN OVER 3'-8' IN DEPTH TO RE PROVIDED w 6" ACCORDANCE WITH STD. NO. 1.02 ' OPTIONAL CONSTRUCnON-MONOLa POUR" 2" KEYWAY '. tU a eJ io OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. LU D3 Inc N ate– aa#a oras a92s �,1;5 LU 2. 0% FORM ARE TO BEI USED FOR THE CONSTRUCTION OF TrfE' z LU �' OURCog'Am 9.699 I 6821l WL H1 WJ W BOTTOM SLAB .� In z FOR B' IN HEW? OR LESS USE 6' LESS USE 6' WALLS -No BOiTO'tA SLABS 84 9.123 I 9.E2s 9'd59 R3f4.0"D➢E{3.�28812"A$'A£.7txAi61.#86) OVER V AND UP TO 15' IN HEIGHT USE S' WALLS AND r, ^•" In Os • <'.� J W SOTi M SLAB, QUANTITIES TO BE ADJUSTED ACCORDINGLY 6 r+1 8& 3°-9° x"-7° L" -Y° 8°-4 y= 5"-E' C9 CURB IS USED IN PLACED : 8 0.td5 6.3'st 4S£€t i R.L57 9J0$ EA3 A285 Q3}7 S 1{2" $`-8` 2-30" 9 s-tt" 3 2`-tS' I 91 0.169 I v"SA3 1%28 i 2.3A2 &.524 4_.ai A.2tiP 0.409 I" END ELIEVATION WHERE 30" TO 36" PIPE IS USED SECTION JJ J i B J I 6' F SECTION XX P- A,N pDDfl000pp Op DO ooOa� CA ft °0000 000O •��' S S 1 ��•• � OHO Q, �.:�o 4 SEAL �• �/q 023728 �: 1 €� ` P • 4 co • o <v -was �Qx OOp O.. oIIM O DgO ODO NOTES: U ------- C CLASS 'S' CONCRETE TO BE THROUGHOUT. IPJ E ALL CX!CH BASIN OVER 3'-8' IN DEPTH TO RE PROVIDED 6" ACCORDANCE WITH STD. NO. 1.02 ' OPTIONAL CONSTRUCnON-MONOLa POUR" 2" KEYWAY '. tU a eJ io OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. LU D3 Inc N ate– o C cn " LU 2. 0% FORM ARE TO BEI USED FOR THE CONSTRUCTION OF TrfE' z LU �' ..- - a to WJ W BOTTOM SLAB .� In z FOR B' IN HEW? OR LESS USE 6' LESS USE 6' WALLS -No BOiTO'tA SLABS 1--1 OVER V AND UP TO 15' IN HEIGHT USE S' WALLS AND r, ^•" In Os • <'.� J W SOTi M SLAB, QUANTITIES TO BE ADJUSTED ACCORDINGLY 6 r+1 O y= VIEW WHEN 8' X 8" C9 CURB IS USED IN PLACED OF HOOD STD, STEPS 102 ceUJH 1{2" i� BACK OF CURB � I" END ELIEVATION WHERE 30" TO 36" PIPE IS USED SECTION JJ J i B J I 6' F SECTION XX P- A,N pDDfl000pp Op DO ooOa� CA ft °0000 000O •��' S S 1 ��•• � OHO Q, �.:�o 4 SEAL �• �/q 023728 �: 1 €� ` P • 4 co • o <v -was �Qx OOp O.. oIIM O DgO ODO DATE 05/06/19 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE N/A 4 Z C d 4 d t N < t � C V 1 � S G WC C 9/1 <0 C C U' �r� C < z Cn 3 wo z�s LU o z {n U W c z O W W Y i U 1-1 Q -C I --I + J a z Q E --i LU Q \ z C Z a Cn "C Lu C ° 0U- 0 OC U °0 m�zz Z_r �:5 Il� F_ w O V Z 4) N Q O O 3 U X N i O � N C N E U O a N O U O N 0 JOB NO. C 37500 O SHEET NO. (D C7.1 U C IPJ E N U E W E- z tU a eJ io LU D3 Inc N ate– o C cn z O LU 2. 0% z LU �' a to WJ W OC In z 1--1 W In Os J W O 2 C9 O ceUJH W W � Q z Q Q DATE 05/06/19 DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE N/A 4 Z C d 4 d t N < t � C V 1 � S G WC C 9/1 <0 C C U' �r� C < z Cn 3 wo z�s LU o z {n U W c z O W W Y i U 1-1 Q -C I --I + J a z Q E --i LU Q \ z C Z a Cn "C Lu C ° 0U- 0 OC U °0 m�zz Z_r �:5 Il� F_ w O V Z 4) N Q O O 3 U X N i O � N C N E U O a N O U O N 0 JOB NO. C 37500 O SHEET NO. (D C7.1 FINISHED GRADE PROPERTYtong f1 U U 00 LINE MINIMUM 3G" HORIZONTAL CLEARANCE PROPERTY MINIMUM 36' HORIZONTAL U9�#DO %'•'' FROM ANY OBJECT. tEARANCE FROM ANY OBJECT, 5" STORZ pp4©2�si CAR�p�OpO NEW CON(. TO BE SAW CUT AND REMOVE NOZZLE o0o Oy ••CESS j0. l�000 / ";; :.:: 3000 PSI EXISTING PAVEMENT r:!:}•;tr -. ; •:: ;• o •• �•• ,� a, EXISTING /:,'•,= o `� •�� • J�"j NEW ASPHALT SURFACE COARSE FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED HYDRANT, PUMPER NOZZLE o +' •i CONC. 1 0° 3" MINIMUM /TOWARDS FIRE TRUCK ACCESS, TO BE POINTED TOWARDS FIRE o i4 "SEAL /FIRE o TRUCK ACCESS. a . 023728 � • o '•• ". i•:v::•+."•i�.v:> �:'r.i'.vL;i,.; �-•.•;i..;•�.. ,i_.,_..,: i ., EXISTING PAVEtv1ENT O o 0 ::>::�:,_,.::>:>,•:.�.::&:�:.� •.�: ,•... ..,.>..,..,:..�..+.,:..o<••,..,:..&.•: EXISTING PAVEMENT /� :?'.;�.'.r7.�:.;t" • TRAFFIC FLANGE BETWEEN 2" - G" TRAFFIC FLANGE BETWEEN • • o ~: 2" - OF ABOVE GRADE a NG j iv v�4 • +v�oo •rs.:�a:rs.:aa:rs ;:.Q;'.i.•t•. '•'�•'�'k•.� �`�:«::<$�}.mx ° ° ABOVE GRADE • .iC,•: •i si.:,•: -: aia?'•: 'si.? ` ` .�t,p .. ..,. •� .e••:•:�;,.: -. .i :: ei-., .. a° NEW ABC 12"MIN. CEPTH A UNDISTURBED op ••••••••• O ..•.. •:..: • .. •:. •' 3' a' MIN, •: •:. 501L �0 BORE I I/8" DIA., I' -O 2" BELOW EXISTING +' CURB AND GUTTER f 5' 1 EXISTING SIDEWALK / CURB AND GUTTER PAVEMENT NATIONAL f1000110 ON CENTER ALONG CUT ` 3'-G NOZZLES WI 4� M• gO pppp PAVEMENT I SIDEWALK p#p0 ��p0 M DOWEL W #4 BA SUBGRADE 1'-a' BACKFILL ' �,.; �,,: �•„ STANDARD THREADS te.. •,. i OF COMPACTED NO. 1, 0„ / R Y ' %� GROUND LINE 1 $' G7 STONE TYP' EXPANSION JOINT MATERIAL, VALVE BOX G" GATT VALVE G" GATE VALVE -04 ---UNDISTURBED CON(. THRUST VALVE BOX MASTIC SEALANT, AND DOWEL BACKFILL, TAMPED IN COMPACTED SOIL ADHESIVE AS REQUIRED BY N COMPACTED BACKFILL BLOCK COMPACTED BACKFILL OF LIFTS FILL IN G" LIFTS CONC. THRUST NCDOT STANDARD SPECS. (TAMPED IN G" LIFTS) n (TAMPED IN G" LIFTS) BLOCK E O" v OF MIN. BRANCH PIPE F M �UIN MAIN��'"� G' IN. BRANCH PIPE t0 O PIPE " ' RESTRAINING GLANDS + N PIPE UNDISTURBED SOIL REFER TO W-3 :,•: W z 4-' NOTES: ~f = RESTRAINING 3!4" HOT DIPPED H rn SEE W-3 I' -3"x I' -3'k 4" THICK GLANDS 1'�3 x lET3'Ix 4' SLABNG 73 GALVANIZED BRIDLE ROD 0' Q . THE PAVEMENT GUT SHALL BE DEFINED BY A STRAIGHT EDGE AND GUT WITH AN / MAY BE COUPLED ONCE. LJ � q. APPROPRIATE SAW CUT MACHINE. ° ° 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND O.D. OF PIPE MINIMUM SIDE 7 CU. FT. CRUSHED G" OF #G7 STONE WHEN G G' CLEARANCE STONE MIN. 3000 P.S.I. CONCRETE 7 CU, FT, CRUSHED cj. Y1-4 om. Z COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A THRUST BLOCKING W N M O ROCK OR WATER iS STONE MIN. UNDISTURBED EARTH. UNDISTURBED EARTH, NOTES: � � � � d SAMPLE OF THE MATERIAL IN ACCORDANCE WITH MATERIAL C T-99 TE MODIFIED SI NCDOT. ENCOUNTERED I . RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED CHROME YELLOW. 3, THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL 2. KNIGHTDALE, PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. (D +O_• 6 NOTES: TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN NOTES: 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED WJ SILVER BONNETS AND OPERATING z 1-4 J (n � U I .SEE CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT. I .FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, Mt -H, NUTS. 2� X 2. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT 4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED. PERMIT. WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NOTES: 4. WENDELL PUBLIC HYDRANTS SHALL BE PAINTED SAFETY YELLOW WITH HIGH REFLECTIVE -6 a W 3. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAW CUT 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-96 :6 LL NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK, 3. G" GATE VALVE SHALL BE AWWA (500$6 OPEN LEFT 1, FIRE HYDRANT SHALL BE A5 MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M*H, ALUMINUM SILVER CAPS, BONNETS, AND tDPEP3CTING NUTS 0 O 0 MACHINE: G. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY NOTES: WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE, 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY 4. THE TRENCH 5UBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND I .TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE 4. STEEL RODS AND BOLTS SHALL BE J HOT DIPPED GALVANIZED 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9G YELLOW W/SILVER GAPS AND OPERATING NUTS. U) Z WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH. 3. G" GATE VALVE SHALL BE AVvWA (500-86 OPEN LEFT = -q- THE � COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT, 5. THE FINAL O OF FILL 7, REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR INSIDE FACE OF THE SHORING AND BRACING. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE 5. ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. •C 0 ADDITIONAL DETAILS. 2. NO ROCKS 0R BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 4. STEEL RODS AND BOLTS SHALL BE J' HOT DIPPED GALVANIZED G. OPERATING NUTS NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS 12" OR LARGER L to f -I SHALL CONSIST OF ABG MATERAIL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE I-- t0 BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY 8• NO HAND PATCHING ALLOWED. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. INSTALLED NO MORE THAN 19 FROM HYDRANT AND POURED 1N CONCRETE, 5. FIRE HYDRANTS WELL BE INSTALLED R TRUE VERTICAL POSITION SHALL BE PAINTED BLACK. OPERATING NUTS ON HYDRANTS ANY OTHER SIZE SHALL BE OR RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE PAINTED SILVER. O� Qi � NCDOT . 9. PAVEMENT GUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE 4. BACKFILL SHALL BE TAMPED IN OF LIFTS. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE �I• ,-4 ENCROACHMENT PERMIT. 5. ACHIEVE 95% COMPACTION IN BACKFILL. INSTALLED NO MORE THAN I O' FROM HYDRANT AND POURED IN CONCRETE. =n ANYTIME SITE WORK, CONSTRUCTION, FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW LLI ROAD WORK, OR ANY OTHER WORK CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH ANYTIME SITE WORK, CONSTRUCTION, ER WORK CITY ❑F RALEIGH DEPARTMENT OF PUBLIC UTILITIES HYDRANT, THE PERSON RESPONSIBLE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILME5 DEPARTMENT OF PUBLIC UTILITIES FOR THE WORK IS RESPONSIBLE FOR DEPARTMENT OF PUBLIC UTILITIES CHANGES THE GRADE OFROAD WORK, OR ANY HTHE FIRE DEPARTMENT OF PUBLIC UTILITIES RALEIGH, GARNER, KNIGHTDALE, ROLESVfLLE, ADJUSTING THE FIRE HYDRANT TO STAY WAKE FOREST, WENDELL t- ZEBULON U3 STANDARD CONCRETE STANDARD ASPHALT TRENCH BOTTOM DIMENSIONS * BACKFILLING WITHIN COMPLIANCE, STANDARD FIRE HYDRANT HYDRANT, THE PERSON RESPONSIBLE STANDARD FIRE HYDRANT O=C PAVEMENT PATCH DETAIL REQUIREMENTS FOR DUCTILE IRON FOR THE WORK IS RESPONSIBLE FOR STANDARD FIRE HYDRANT WITH 5" PAVEMENT PATCH DETAIL INSTALLATION DETAIL ADJUSTING THE FIRE HYDRANT TO STAY INSTALLATION DETAIL O DWG. NO. REVISIONS DATE REVISIONS DATE WITHIN COMPLIANCE, STORZ PUMPER NOZZLE _ DWG. NO. REVISIONS DATE REVISI❑NS DATE DWG. NO REVISIONS DATE REVISIONS DATE DWG. NCkREVISIONS DATE REVISIONS DATE DWG, NO. REVISI❑NS DATE REVISIONS DATE W-1 RRH13-31-001 A.B.B. I O-2 - I O RRH 3-31-00 4- I - 9-3-99 ABB 2-15-05 Asa 4-G-04 PAP12/17/0 9 ABB 4-6-04 DWG. NO. REVISIONS DATE REVISIONS Darr (D A.B.B. 2- -05 MAB lo- I -I3 W-2 - - W-3 RRH 3-31-00 J,P,S• 10-29-10 DHL 2/14/08 W -4a RRH DHL 2-oa O D,W,C, i -F-99 W-4 W-5 ABB 7-2, -- � THRUST COLLARf,LU _i.T.._.. _. _ - i ML pi_ 00 ALL AREAS GIVEN IN SQUARE FEET, .._ ..__- ..._ GATE / TAPPING VALVE 10t.1 <' Z > W A I -LU W • • ♦:. C1'• C Q S ry A, ro Q Q 4 O o v � � a h\ \ z o .. o O A_ a .:. .:.. J� a �. �Q QP O : D .d.' O o DATE z .4 O o o o \ z �. . - d:.•. eti• O �• 4�• �h V a .:. p • , 2 V <c p �° 'o cc) z d v o o 05106119 a ' F- A� Q \ /� 4 Lb Q s • d O � Z _...a....D O Q k o O O =�, 2q v ��' V�o N D »' .. e•- ti�� J� q�� O o 0o e Q ti o o. a �' d 4 °�° O ., ' LL1 �� oo O w h c . `? 0 0 0 } �_l pa d Q��1z O ¢ ti 4 ' DRAWN BY 9/I6" OPERATION NUT�� "D" a 6" Y� o cta v v o3 o3 a62 zD•'P • A to C3 3 z > ¢ � a - B. INGE "X" BAR UNDISTURBED 50IL� d = C) 11 1/4° 1,108 1 1 1 1 1 1 2 w °�°a •. (j x W 22 1/2° 2,207 1 2 2 1 1 1 3 1 `d' ¢nwi W~ W TOP VIEW �5 o tr 't:«:..... ;mss. °Z5 > `" Q <0< • DESIGNED BY .,, :r •Y:; 45° 4,328 2 3 3 1 1 2 5 1 14. a' a rn a o ¢ v, 3 •• t. Q a° °' `:•, ^: e✓• O° ° Ld O 90° 7,996 2 4 5 1 1 2 8 1 N 3 0- lL1 z y¢ w J B. INGE ,a... PLUG CL LU O0 Ga Z G7 z ¢ . .: p•' 5,655 2 3 4 1 1 2 6 1 C)zw w 3000 PSI SOLID CON( 2,500' °•'` o '" s, t, wi t' •„ z O w w Z RETE SHALL BE • • s: : t •y: ° • ; ' •.: z 8 _ w o USED AS FOOTING FOR DUCTILE IRON CHECKED BY 1 2 1 p �. W 3 w w = a PIPE. • K. ROBERTS ;: �• ,: ;x� �:�•. •!;;:•••� :' �;� � 11 1/4° 1,970 1 1 2 1 1 � z r »: t;., .:r ,• • U 2) 22 1/2° 3,922 1 2 3 1 1 1 4 1 �z Q Q 0% CU M_j o W¢ '�� +^, .�� , '•.+�'s{ • `y: Q o0°rQ0 :'�;%. x y::. O J = CU 0,"_/0 U 00 v- CU F, to W ~ J I- • • •;� :;+n,, °moo r.:• ••� , o z 0 45 7,694 2 4 5 1 1 2 8 1 o� 3 M �p ^ o Q �q ¢ FLANGE VALVE . SCALE 90 14,215 4 8 9 2 2 4 15 2 I,- w J¢¢ w M.J. FITTING • / 3" MIN. 3" MIN. v O 3 = PLUG 10,053 3 5 6 2 2 3 10 1 N = z -J w ww 4 d NIA "Y BAR CLEARANCE "B" CLEARANCE ~ cn p w 5 J ii O p t H C3 : v • tti ma z ��a 12 I- = z m v,U_jZ- o REINFORCING REQUIREMENTS lµ o Q m 0_ - I- Z O F- < O 0 4 . K F- Q W ILI W F- IY m 0 , o• • EX15 1NG I.D. PIPE REBAR SIZE X' BAR LENGT X' BAR WEIGH Y' BAR LENGT Y' BAR WEIGHT NIZ REMRED cn Q (D 11 1/4° 4,433 2 3 3 1 I 2 5 1 m -' N z p o z `" • •Q • ... 6' - 36' #5 '-2'+ O,D. PIP LU43 L S/F 1'-1' 1,1 LBS. A X-24, Y-12 � � w (0 � ° Q � � w to Z ¢ W A.. O O • 48' & reate #6 '-0'+ O.D. PIP 1,502 LBS/FT 1'-3' 1.9 LBS, EAC X-24, Y -t2 = cn Q � U z � 22 1/2° 8,826 3 5 6 2 2 3 9 1 U � U z Q � 2 J � p• . ' Q: G 9 I- 4'1- O U 4'� Qom- Qg� Vim" ZJWF� D o p•, MAI . THRUST COLLAR AND THRUST SCHEDULE Oo o z o Z U 45° 17,312 5 9 11 3 3 5 18 2 ' Q U Q = 0 O � rn ¢ ¢ � U C3 Q• � : D .p A' LD. PIPE "A" "B" "C" "D" mm 1- z j LU m 90° 31,983 8 16 19 4 4 8 32 4 U� O T- h p w G" P-4" 1'-7" 2" 3/8" IL g z_ 2) LU o A w f I-rrvi� 20" - 24° I'-4" I'-7" 3" I/2" Z m r = O z PLUG 22,619 6 12 14 3 3 6 23 3 / o Q c`" -n :o O -D `�° N J � w ¢ DL 30" - 3G" i _4 I'-7" 4" 5/8" O Q Q 0O Q p LU o 16" Q ~ w c�� I- TAPPING SLEEVE 48" greater I'-8" I'-9" G 7/8° U c=n a a a Q 11 1/4° 7j881 2 4 5 1 1 2 8 1 o e.' z w f i 2 1/2" NATIONAL STANDARD LU w w o o o d; w w q;1 - NOTES: TH READS Nores: c� Q = z 5 22 1/2° 15,691 4 8 10 2 2 4 16 2 u7 o d ob L3 w SIDE VIEW CL I . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.LU U _ W .• ` 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. w z0 z0 U m w m z 45° 30,779 8 16 19 4 4 8 31 4 w J ag +(1J M v to LU 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. Z U U 2 1- 3 N 3 Q U 90° 56,861 15 29 35 8 8 15 57 6 _ Q d NOTES: 06 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION \\\ 4 LU z _ cv m d- PLUG 40,213 10 21 25 5 5 10 41 5 m/ U °• 0 1. CONCRETE SHALL NOT CONTACT -1 SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3. 3 Q z o BOLTS OR ENDS OF MECHANICAL JOINT ^' 5. BACKFILL TAMPED W G" LIFTS PER y .a O U z Q z z FITTINGS. _ s CITY OF RALEIGH STANDARD DETAIL W-3. CITY OF RALEIGH CITY OF RALEIGH REACTION BEARING AREAS ARE IN SOUARE CITY OF RALEIGH U w g .' = O CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK CITY ❑F RALEIGH DEPARTMENT OF PUBLIC UTILITIES G. THRUST COLLAR MUST BE FACTORY DEPARTMENT OF PUBLIC UTILITIES ..td'. �. ° a , DEPARTMENT OF PUBLIC UTILITIES FEET MEASURED IN A VERTICAL PLANE IN THE DEPARTMENT OF PUBLIC UTILITIES O U °. DEPARTMENT OF PUBLIC UTILITIES TABLES, W- 10 AND W- I I FOR AREA OF DEPARTMENT OF PUBLIC UTILITIES WELDED ON BOTH SIDES ALONG BOTH .: ' + .� • t : TRENCH SIDE AT AN ANGLE OF 90° TO THE - R ROU ED. HYDRANT OPERATING NUT AND 2 EDGES OF COLLAR AROUND THRUST BLOCKING DESIGN DATA - : a' ' a THRUST VECTOR. THRUST BLOCKING DESIGN 3 �� '� :. STANDARD VERTICAL BEND 4" - 24" STANDARD TAPPING SLEEVE AND W I /2" OUTLET THREADS CIRCUMFERENCE. FOR WATER MAINS - •a': ° O STANDARD THRUST BLOCKING VIEWS A. QUANTITY TABLE VALVE ASSEMBLY N : °a USE G" - 90 BEND VALUE FOR , A s DWG, NO, REVISIONS REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE . S .`T DWG. NO. REVISIONS DATE REVISIONS DATE HYDRANTS FOR ADDITIONAL DWG. NO REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISI❑NS DATE W-6 RRH ATE DHL I8-08 W_7 RRH 1-2 f-00 J.P.S. W-9 D.W.C. 3- I -87 RRH13-31- OO D.W.G G-23-99 SAFETY FACTOR. ABB 4 -G -o4 J.P,S. 11-1-10 W- 141 Y.C.A. 2-31-91 RRH 3-31-00 L A.B.B -31-00 J,P,S 11-1-10 D.H.L. 6-18-08 - - 9-7-99 D.H.L. G-18-08 W (� W-12 D.H.L. G-18-08 � NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL D.W.C. 9-7-99 J.P.S. 1-1-10 � f p APPROVE( M TH(�C FOR EXTENSION OF VA VE BOX VALVES. NO PRECAST CONCRETE DOUGHNUT m 9�' ALLOWED. - 8�4 �, , a, o, D ATTENTION CONTRACTORS (,� U „..FL ..; p a CAST DATE D Q 1/4' 1/41 THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE SEE STANDARD W- 18 ATER v 2' EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN FOR COVER DETAILS.: •? THESE PLANS IS RESPONSIBLE F R z Q O CONTACTING THE PUBLIC O 11• 6 ° P o Manufacturer -�-(rr ; o : - ;. UTILITIES DEPARTMENT AT 919 996-4540 AT LEAST TWENTY W GATE VALVE _. } , ^ ` U i a METER FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR v / STANDARD VALVE W A T E R M❑/DAY/YR i J Im 64 BOX TOP SECTION TO �2'� D a Cn I i s AssEMBL CONSTRUCTION. Z W 0 a q TEE BE SLIDE SECTION DOMESTIC n APPROPRIATE W O Y ' F_ 3/4" ALL -THREAD STEEL CASTING Q \ \ Class 35 Q u L ROD (CUT TO LENGTH) I J vv C A Y I PREVENTI N iv1 FINAL PAVEMENT - ' ¢� ASSEMBLY (ABOVE- FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF J 0 COURSE xza x� ` _ BEGINNING CONSTRUCTION WILL RESULT IN THE ISSUANCE OF U) z 0 3'' � Z c Q QO 20 1/8' ;Q' GROUND ONLY) °� w `" MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY Q ~ z Q C 1/2 •::i<:.'•, VALVE BOX' :r•:.: w N N •�k.•a'•!• rs:=q'•, o as I- D❑MESTIC LINE � COVER :... 7 # ' WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF Z SECTION C -C v APPROPRIATE FIRE I--1 z O v CONCRETE I6 Q V J 4 THIS NOTIFICATION FAILURE. s z • 4 PAD . ' •1�a v :.� .LINE BACKFLOW J H � PRE. ASSEM, (ABOVE W O O _ . BOX PLAN VIEW BOTTOM VIEW NOTES: I FIRE LINE GROUND ONLY) FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM O 0 o I .COVER WEIGHT: 13 LBS -1-1= 5% a 1'-0' M.J. NIPPLE USE 5" 501L PIPE 2. LIDS TO BE COATED WITH a I WITH GLANDS (MIN, FOR EXTENSIONS . °) BITUMINOUS COAL TAR COATING .'.MAIN PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER Q co z 0 C o 71 3. HOLE SHALL BE FITTED WITH A + :..; VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A V Z v LO SEE W- I O AND W- I I VALVE MAY BE BOLTED TAMPED METAL GROMMET o' + FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE D O IRRIGATION LINE APPLICABL CITY OF RALEIGH. i M FOR REACTION DIRECTLY T❑ TEE, BACKFILL " FDC IF I BLOCKING CONCRETE METER REDUCED PRESURE � AREA. �. 2 N ROD REQUIREMENTS ASSEMBLY ASSEMBLY (ABOVE 0 ; N D BRAN H 1ZE GROUND ONLY) (D I .8" PRE -DRILL D HOLE 7/8' Z `C 1, SERVICE TAPS FOR 2 AND SMALLER DOMESTIC SERVICES MAY BE BY re c a 4' 2 VALVE „ ► s _ C❑RP❑RATION COCKS• LARGER SERVICES WILL REQUIRE A TEE AND GATE c WATER �- ° c 6 2 1/4 VALVE OR TAPPING SLEEVE AND VALVE ASSEMBLY AND 90 BEND. C81 4 L O o 4" 2, DOMESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6' OR LARGER a U 2' 4 MAIN A TFIRE LINES BEFORE THE BACKFLOW ASSEMBLY, CITY OF RALEIGH STAB -IN C.I. OR D.I. WA ER 3, ONE D❑MESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW. 4. 16' 6 PIPE GASKET TAMPED: :'.: ao ao FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS 24' 6BACKFILL M END TO FACILITATE FLUSHING WHEN NEEDED, a N 30' 8 5' 5, IRRIGATION METER SHALL BE LOCATED ON THE SIDE OF DOMESTIC METER C 0 36' 8 NOTES: °' au WITH INCREASING ADDRESSES, C7 1) VALVE BOX NOT TO CONTACT WATER 3 NOTES: 5 1/2'-5 5/8' MAIN 5 6' ME ER 6, THE BACKFLOW SHALL BE INSTALLED NO MORE THAN10' FROM THE a 0 2) ALL TRAFFIC CASTINGS MUST BE CLASS 1.7 METER IN A VISIBLE LOCATION, 1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 35 OR GREATER. NOTE I - "WATER' LETTERING MUST BE I" RAISED (RECESSED FLUSH) 7, DOMESTIC'/IRRIGATI❑N BACKFLOW RISER/STANDPIPE SHALL BE OF c L 2. SEE STANDARD THRUST BLOCK. TABLES W- 10 AND W- I I FOR CONCRETE. 3) FOR ANY VALVES OVER 10' DEEP, A SECTION VIEW If a VALVE STEM EXTENSION MUST BE USED TO NOTE 2 -VALVE COVER SHALL BE DOMESTICALLY CAST. 19 1/4' COPPER OR BRASS, ��0..0 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. BRING TO A DEPTH OF NO MORE THAN 5', NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS, SECTION B -B 8, THE RP RELIEF VALVE SHALL BE A MINIMUM OF 12' ABOVE ANY a 4. THIS RODDING REOUIREMENT DOES NOT APPLY TO FIRE HYDRANTS. STANDARD VALVE BOX EXTENSION MUST BE A MINIMUM OF 1' SOLI NOTE 4 - COVER MUST BE CLASS 35 OR GREATER. MATERIAL (MULCH INCLUDED) OR GRADE, E STOCK, BOTTOM SECTION O 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF NOTE 5 -COVER MUST MEET OR EXCEED AASHTO H-20 LOAD 9• A SERVICE VALVE IS REQUIRED AFTER THE METER BUT BEFORE THE c 85 LBS. REQUIREMENTS. BACKFL❑W ASSEMBLY FOR MAINTENANCE AND REPLACEMENT PURPOSES. °o 10, THE INSTALLATION MUST ALSO MREQUIREMENTS CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH NC PLUMBING CODE, CITY OF RALEIGH C DEPARTMENT F PUBLIC U ILI IES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENTOF PUBLICUTILITIES CO DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES 3 VALVE RESTRAINT AT TEES AND CROSSES VALVE BOX INSTALLATION FIRE, DOMESTIC & IRRIGATION ° z b 7/8'-8' 5 I/4" VALVE BOX DROP LID - s/8' OPTIONS SCHEMATIC 00 FOR LINES (4"-24") �"� AND EXTENSION DETAIL WITH 4" SKIRT 13Y16�� TYR WATER METER BOX DETAIL 06 O DWG. NO. REVISI❑NS DATE REVISIONS DATE 7 5/8+-8 i/ + DWG. NO. REVISIONS DATE REVISIONS DATE DWG. Nd. REVISI❑NS DATE ECTION A -A X06 NO. 10 1/4'-u' DWG. NO. REVISIONS DATE REVISIONS. DATE DWG, NO, REVISIONS DATE REVISIONS DATE W- 155 RRH 3-31-00 D.H.L. G- I G-08 W- 1 7 D.W.C. 9-7-99 A.B.B. -15-04 W_ 18 W_25 D,W,C, 11-3-99 ABB 1-20-05 W_34 D.W.C. 11-18-99 A.B•B. 7-10-04 37SOO M A. 13.13. 14-19-041 1-1-10 RRH13-31-001 DHL - I G-07 RRH 3-31-00 J.P.S. 11-4-10 C14RRH 3-31-00 D.H.L. 6/18/08 m C a 0 SHEET NO. C7.2 L- �Dz O 2 TRASH HOOD 3 2" AIR RELEASE VALVE 4 2" CURB STOP BALL VALVE _D< v�N ADAPTER 6 2" MECHANICAL JOINT BRASS PIPE AND FITTINGS 7 2" TYPE W', SOFT COPPER WITH FLARED ELBOW 8 CORPORATION COCK 9 6" DIAMETER DRAIN 10 Oz 11 M 12 2" -GATE VALVE n.n. --.nIi� 00 n -111 ,-p D 70 ➢rn � Y c� rn M z 3 N o< SEE S-4 5-5 M D z Fid �70 C:>d i 70 D TJ -1 -1 N D M O #67 WASH ST NE D c:>M '- M 9 0 � 12' 1' THICK G D O 0 �►r d i < MIN COMPRESSIBLE JOI C: Dn u' O G Y M N D 70 D _ 4\, Nrn H 70 F- H Fn r FTI D ��IF -D z� � N Q n Wrn NZ W z BLOW OFF VALVE CONCRETE 1 rKCGAS I MANHULC, SCC S I ANUAKU DEI AIL S -2U 2 TRASH HOOD 3 2" AIR RELEASE VALVE 4 2" CURB STOP BALL VALVE 5 ADAPTER 6 2" MECHANICAL JOINT BRASS PIPE AND FITTINGS 7 2" TYPE W', SOFT COPPER WITH FLARED ELBOW 8 CORPORATION COCK 9 6" DIAMETER DRAIN 10 GROUT, 1/8" TO P -O" MIN. SLOPE TO DRAIN 11 PIPE CAP 12 2" -GATE VALVE SEE STANDARD DETAIL W-3 TO INSURE PROPER BACKFILL. CURB STOP BOX ROADWAY ^A SIDEWALK TOP OF VALVE NEEDS TO BE 12" BENEATH TOP OF METER BOX LID. LOCKABLE VALVE 3" #67 STONE z0 BACKFILL, TAMPED IN G" LIFTS L_450 1. AIR VALVE TO BE P-20 WITH VACUUM CHECK BY CRISPIN OR VAL MATIC VM 45. 2. THE AIR RELEASE MANHOLE SHALL BE INSTALLED IN THE SHOULDER OR AS DIRECTED BY THE ENGINEER. 3. FOR MAINS LOCATED OUTSIDE OF STREET RIGHT-OF-WAYS THE MAXIMUM DISTANCE BETWEEN THE MANHOLE AND THE VALVE BOX SHOULD BE THREE (3) FEET. 4. MAIN SHALL BE DEEP ENOUGH TO ACCOMODATE INSTALLATION AS SHOWN SEE DETAIL W-25 RI FOR METER BOX OI 5/8" METER N Oz D BRASS CURB STOP17- V3/4"OR TYPE K DUAL CHECK VALVE BACKFLOW PRE- VENTION DEVICE MAIN SIZEEND PIPE 51ZE I G" $ GREATER G" MIN. APPROVED BY PUBLIC G" - 1211 UTILITIES DEPT. ro w STANDARD 3/4" OR P, SERVICE N SIZE 0 < 797 cnncn <rn cn MA N SOFT COPPER PIPE, 3' TYPE K SOFT COPPER D O y o CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END O o UNDER CORPORATION COUPLINGS 7, 71,1 COCK FOR SUPPORT SET BOX ON CONCRETE BLOCKS y o z 0j � n 5/8N 12" COPPER ro D D r -n _ CORPORATION COCK p rn rn C11 SETTER METER YOKE J w z D eF+ 00 NOTES: 1. WATER METER AS MANUFACTURED BY SENSUS, OR SCHLUMBERGER, N O y n 2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE, = 3, METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED U) EASEMENT ADJACENT TO WW. rn� 4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BE N USED TO ADJUST TO GRADE. COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES. 5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1-1 /4" STEEL G UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR �% CURB STOP OPERATION. rn TOP OF VALVE NEE TO BE 12" BENEATH l OF METER BOX r 0 1_ 3' 2.5' MIN N J H w 0 o� z Q N 0 z 0G11 MIN r U 01 0 PIPE SPRINGLINE d- N Q) 6" M I N 0 m v t IL 0 G" MIN. / 12' MAX. =.- WHEN NO TRENCH BOX t REQUIRED (TYPICAL) N 0 01 t a M N 0 Ji L CLASS 1,11, OR III MATERIAL DENSELY COMPACTED BACKFILL, TAMPED IN G" LIFTS UNDISTURBED SOIL CLASS I MATERIAL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD BEDDING DETAILS FOR CCFRPM PIPES DWG. NO. REVISIONS I DATE REVISIONS DATE 5-1 J.P.S 10-8-10 NEW CONC. TO BE 3000 PSI EXISTING CONC. COMMERCIAL uj rn u Iu 79 "All BACKFLOW PREVENTION FORD ANGLE CHECK SHALL BE DETERMINED OR OTHER APPROVED BY OCCUPANCY 2" D O _U 71 C-) . - 18' MAX U 0 -n Iv yrn O �>l -i n.n. --.nIi� 00 n -111 = rn ➢rn � Y c� rn EXIST PROPOSED < N o< SEE S-4 5-5 D PIPE PIPELINE Fid �70 014) 70 P3 03 (D UJ N D M O #67 WASH ST NE D z UIIFTI '- � D Z � 12' 1' THICK w STANDARD 3/4" OR P, SERVICE N SIZE 0 < 797 cnncn <rn cn MA N SOFT COPPER PIPE, 3' TYPE K SOFT COPPER D O y o CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END O o UNDER CORPORATION COUPLINGS 7, 71,1 COCK FOR SUPPORT SET BOX ON CONCRETE BLOCKS y o z 0j � n 5/8N 12" COPPER ro D D r -n _ CORPORATION COCK p rn rn C11 SETTER METER YOKE J w z D eF+ 00 NOTES: 1. WATER METER AS MANUFACTURED BY SENSUS, OR SCHLUMBERGER, N O y n 2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE, = 3, METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED U) EASEMENT ADJACENT TO WW. rn� 4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BE N USED TO ADJUST TO GRADE. COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES. 5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1-1 /4" STEEL G UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR �% CURB STOP OPERATION. rn TOP OF VALVE NEE TO BE 12" BENEATH l OF METER BOX r 0 1_ 3' 2.5' MIN N J H w 0 o� z Q N 0 z 0G11 MIN r U 01 0 PIPE SPRINGLINE d- N Q) 6" M I N 0 m v t IL 0 G" MIN. / 12' MAX. =.- WHEN NO TRENCH BOX t REQUIRED (TYPICAL) N 0 01 t a M N 0 Ji L CLASS 1,11, OR III MATERIAL DENSELY COMPACTED BACKFILL, TAMPED IN G" LIFTS UNDISTURBED SOIL CLASS I MATERIAL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD BEDDING DETAILS FOR CCFRPM PIPES DWG. NO. REVISIONS I DATE REVISIONS DATE 5-1 J.P.S 10-8-10 NEW CONC. TO BE 3000 PSI EXISTING CONC. /-SAW CUT AND REMOVE EXISTING PAVEMENT ' 1��'-a'! 1 NOTES: 1. See City of Raleigh standards for trenches and pipe bedcdmcg 5-4 * 5-5) for additional details. 2. Pavement cuts over 5-0" in width shall be reinforced to N.C.D.O.T. standards. 3. Pavement cuts shall be made with an appropriate saw cut machine. 4. Pavement cuts within NCDOT ROW shall conform to the approved on site encroachment permit. S-2 RRH BORE 1 1/8" DIA., I' -O" ON CENTER ALONG CUT f. DOWEL W/ #4 BAR EXPANSION JOINT MATERIAL, MASTIC SEALANT, AND DOWEL ADHESIVE AS REQUIRED BY NCDOT STANDARD SPECS. SPECS. UNDISTURBED SOIL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD CONCRETE PAVEMENT PATCH DETAIL DATE f REVISIONS 6-23-99 I A.B.B. BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE PAVEMENT 3000 P.S.I.CONCRETf PAD BENEATH FRAME, 4' THICK RODDING MIN. 5' MIN. 5' MAX. 10' MAX. 10, 4" WEEPH BLOCK INFORMATION SEE DETAILS W-7, W-8 W-9 FOR THRUST MECHANICAL RESTRAINING GLAND VALVE BLOW OFF GALVANIZED STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED NOTES: 1) NO ROD COUPLINGS ALLOWED DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END #67 STONE MJ FITTING 3000 PSI CONCRETE WITH 4" THICKNESS 0 PLUG THE BACKFLOW PREVENTER LOCATION IS DEPENDENT ON THE TYPE DEVICE PROPOSED FOR USE AS FOLLOWS: 3/4" OR 5IZE N BLOCKS ONE OR TWO FAMILY RESIDENTIAL COMMERCIAL DEVICE LOCATION DEVICE LOCATION 79 "All BACKFLOW PREVENTION FORD ANGLE CHECK SHALL BE DETERMINED OR OTHER APPROVED BY OCCUPANCY 2" D OO -n C-) . - 18' MAX U 0 -n VERTICAL PIPE 6' NO. 67 STONE TY n.n. D BACKFILL, TAMPED -Q = rn in rn -4 r EXIST PROPOSED ce N o< SEE S-4 5-5 o PIPE PIPELINE LuprCQ_ 70 Oz -71 6 N D M O #67 WASH ST NE D z UIIFTI '- � D FLANGE X (SEE NOTE # I ) 12' 1' THICK C) O 0 �►r d G" MIN. �\ FLANGE ELBOW MIN COMPRESSIBLE JOI Dn u' -v LID Y M M tz1 70 D � 4\, Nrn -o O 0 Fn r FTI D ��IF -D z� /-SAW CUT AND REMOVE EXISTING PAVEMENT ' 1��'-a'! 1 NOTES: 1. See City of Raleigh standards for trenches and pipe bedcdmcg 5-4 * 5-5) for additional details. 2. Pavement cuts over 5-0" in width shall be reinforced to N.C.D.O.T. standards. 3. Pavement cuts shall be made with an appropriate saw cut machine. 4. Pavement cuts within NCDOT ROW shall conform to the approved on site encroachment permit. S-2 RRH BORE 1 1/8" DIA., I' -O" ON CENTER ALONG CUT f. DOWEL W/ #4 BAR EXPANSION JOINT MATERIAL, MASTIC SEALANT, AND DOWEL ADHESIVE AS REQUIRED BY NCDOT STANDARD SPECS. SPECS. UNDISTURBED SOIL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD CONCRETE PAVEMENT PATCH DETAIL DATE f REVISIONS 6-23-99 I A.B.B. BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE PAVEMENT 3000 P.S.I.CONCRETf PAD BENEATH FRAME, 4' THICK RODDING MIN. 5' MIN. 5' MAX. 10' MAX. 10, 4" WEEPH BLOCK INFORMATION SEE DETAILS W-7, W-8 W-9 FOR THRUST MECHANICAL RESTRAINING GLAND VALVE BLOW OFF GALVANIZED STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED NOTES: 1) NO ROD COUPLINGS ALLOWED DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END #67 STONE MJ FITTING 3000 PSI CONCRETE WITH 4" THICKNESS 0 PLUG THE BACKFLOW PREVENTER LOCATION IS DEPENDENT ON THE TYPE DEVICE PROPOSED FOR USE AS FOLLOWS: 3/4" OR 5IZE N BLOCKS ONE OR TWO FAMILY RESIDENTIAL COMMERCIAL DEVICE LOCATION DEVICE LOCATION :�: ..• "All BACKFLOW PREVENTION FORD ANGLE CHECK SHALL BE DETERMINED OR OTHER APPROVED BY OCCUPANCY 2" APPROVED BACKFLOW ;'� 8 �60ovo LIST. C-) . 6" COMPACTED 18' MAX PLOWABLE FILL VERTICAL PIPE 6' NO. 67 STONE TY n.n. D BACKFILL, TAMPED 9 o vo 0 `•' IN G" LIFTS --1 M -4 PIPE EXIST PROPOSED ce N o< SEE S-4 5-5 /-SAW CUT AND REMOVE EXISTING PAVEMENT ' 1��'-a'! 1 NOTES: 1. See City of Raleigh standards for trenches and pipe bedcdmcg 5-4 * 5-5) for additional details. 2. Pavement cuts over 5-0" in width shall be reinforced to N.C.D.O.T. standards. 3. Pavement cuts shall be made with an appropriate saw cut machine. 4. Pavement cuts within NCDOT ROW shall conform to the approved on site encroachment permit. S-2 RRH BORE 1 1/8" DIA., I' -O" ON CENTER ALONG CUT f. DOWEL W/ #4 BAR EXPANSION JOINT MATERIAL, MASTIC SEALANT, AND DOWEL ADHESIVE AS REQUIRED BY NCDOT STANDARD SPECS. SPECS. UNDISTURBED SOIL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD CONCRETE PAVEMENT PATCH DETAIL DATE f REVISIONS 6-23-99 I A.B.B. BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE PAVEMENT 3000 P.S.I.CONCRETf PAD BENEATH FRAME, 4' THICK RODDING MIN. 5' MIN. 5' MAX. 10' MAX. 10, 4" WEEPH BLOCK INFORMATION SEE DETAILS W-7, W-8 W-9 FOR THRUST MECHANICAL RESTRAINING GLAND VALVE BLOW OFF GALVANIZED STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED NOTES: 1) NO ROD COUPLINGS ALLOWED DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END #67 STONE MJ FITTING 3000 PSI CONCRETE WITH 4" THICKNESS 0 PLUG THE BACKFLOW PREVENTER LOCATION IS DEPENDENT ON THE TYPE DEVICE PROPOSED FOR USE AS FOLLOWS: 3/4" OR 5IZE N BLOCKS ONE OR TWO FAMILY RESIDENTIAL COMMERCIAL DEVICE LOCATION DEVICE LOCATION "All "All BACKFLOW PREVENTION FORD ANGLE CHECK SHALL BE DETERMINED OR OTHER APPROVED BY OCCUPANCY DUAL CHECK VALVES APPROVED BACKFLOW VALVE AT FINISHED GRADE LIST. NEW ASPHALT SU F C R A E COURSE " MINIMUM EXISTING PAVEMENT 3EXISTING PAVEMENT °O ° NEW ABC 12" MIN; DEPTf1 ' c 0 EXISTING SU BGRADE I-0" UNDISTURBED SOIL COMPACTED FILL IN 6" LIFTS PIPE / REFER TO 5-4 S-5 NOTES: 1. IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH REQUIREMENTS SHALL TAKE PRECEDENCE. 2. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE SAWCUT MACHINE. 3. 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. 4. THE FINAL POP 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. 5. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED. G. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK. 7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH. 8. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING (5-4 * 5-5) FOR ADDITIONAL DETAILS. 9. NO HAND PATCHING ALLOWED. 10. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT PERMIT. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD ASPHALT PAVEMENT PATCH DETAIL DWG. NO.1 REVISIONS I DATE I REVISIONS I DATE 5-11 D.W.C. 111-1-99 A.B.B. 4-19-04 RRH 3-30-00 J.P.S. 10-8-10 MAIN SIZE END PIPE SIZE 611- 1 2" G" MIN. MAIN DIA. WATER AIN MARKER\ - 16"+ APPROVED BY MIN. 2 X DIAMETER i CORPUD BLIND FLANGE 2 -FLANGE X FLANGE WITH TWO BOLTS ELBOWS BOLT TOGETHER FLOW v PIPELINE o ° a NOTE, NO ENCASEMENT REQUIRED FOR SPACE CONCRETE PAD AROUND 6"X8'X PAD DI NATUPAL AREA (BEE ' CONCRETE ECTED TO DRAINAGE NOTE #3) WATER LINES p CIO Z O O 6` MIN 4 6' MIN v 18' MAX VALVE AT FINISHED GRADE FLANGE X FLANGE C-) d � E 18' MAX PLOWABLE FILL VERTICAL PIPE 6' Z FULL TRENCH WIDE n.n. D 9 o vo 0 a •� --1 M -4 " WEEPHOLE EXIST PROPOSED ce N o< 3 o PIPE PIPELINE LuprCQ_ 70 rrt C7 _ N D M O #67 WASH ST NE D c_n O C) � D FLANGE X (SEE NOTE # I ) 12' 1' THICK C) O 0 �►r d G" MIN. �\ FLANGE ELBOW MIN COMPRESSIBLE JOI M I- -v LID g., M M tz1 70 D � Nrn -o Fn r FTI D _•,r. Sia'"" TOP OF CON RETE ci 0c4oC= n M NZ W z BLOW OFF VALVE CONCRETE rn 0 Z BLOCKING -11 --1 �Z N O SEE DETAILS W-8 & 1. DRILOL 1/4' WEEP HOLE FOR STACK DRAINAGE INT❑ y r W-9 FOR THRUST STONE. oN rn rn r- rn BLOCK INFORMATION 2. DOUBLE 3/4' BRIDLE RODS ON BOTH SIDES. '-z p 3. A RIP -RAP SWALE FROM FROM CONCRETE SPLASH PAD TO POSITIVE DRAINAGE AREA IS REQUIRED. N D 4. BOTTOM 90 ELBOW SHALL HAVE BLIND FLANGE ATTACHED VITH TWO BOLTS. Z N 5. INSTALL WATER MAIN MARKER AT R/W OR P/L TO LOCATE MAIN. Q' 6. 3/4' RODS .AND BOLTS TO BE HOT DIPPED D GALVANIZED. rn 7. END PIPE SIZE 6' MIN, OR AS APPROVED BY PUBLIC UTLITIES. v PIPELINE o ° a NOTE, NO ENCASEMENT REQUIRED FOR SPACE O U GREATER THAN 18' FOR WATER LINES CIO Z O O 6` MIN 4 6' MIN v 18' MAX r- 0 C-) d � E 18' MAX PLOWABLE FILL 1 6' PIPE 6' Z FULL TRENCH WIDE n.n. D v PIPELINE o ° a CL FINISHED I GRADE FINAL NDISTURBED SOIL BACKFILL INITIAL BACKFILL MINIMUM SIDE 6' #67 STONE 6' D. OF PIP 6" CLEARANCE WHEN R❑CK I ENCOUNTERED 12' O.D. OF PIP 12' --,MAXIMUM SIDE CLEARANCE NOTES, 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SH❑RING ANIS 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, 5. ACHIEVE 80% COMPACTI❑N IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS. 6. IF IN EASEMENT 4' TOPS❑IL, AND 12' CLEAN SELECT FILL MAY BE REQUIRED, 7. NO BOULDERS 8' IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON G. NO. REVISI❑NS IDATE IREVISIONS IDATE D.w,C,9-3-99 S-4 RRH13-30-001 1 ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPART - MENT AT 919 996 4540 AT LEAST TWENTY FOUR HOURS U S P RIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. - CITY OF RALEIGH O�OppUUUUU00°° 000�� & CA ko 0 °000 Q00004.'•ESSj' ;r o , o SEAL o 023728 y o o • � o �p��j•/y' �••..••00 a{OHO 0 0°°00ooaonnpgo < O U ty _J CIO Z O O 6` MIN 4 6' MIN v 18' MAX r- 0 C-) d � E 18' MAX C14 E M70 Z V D 9 o vo 0 a •� --1 M -4 EXIST PROPOSED ce N 1'-I 3 o PIPE PIPELINE LuprCQ_ 70 rrt C7 _ N D M � -1 < a C) � D o 12' 1' THICK C) O 0 �►r d Urn -9 MIN COMPRESSIBLE JOI M I- -v LID FILLER MATERIAL M M tz1 70 D � Nrn -o H PROPOSED PIPELINE OVER EXISTING PIPE PROPOSED PIPELINE UNDER EXISTING PIPE 1-4p 70 ci 0c4oC= M fTl Z (� F- � �Z -4 CL FINISHED I GRADE FINAL NDISTURBED SOIL BACKFILL INITIAL BACKFILL MINIMUM SIDE 6' #67 STONE 6' D. OF PIP 6" CLEARANCE WHEN R❑CK I ENCOUNTERED 12' O.D. OF PIP 12' --,MAXIMUM SIDE CLEARANCE NOTES, 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SH❑RING ANIS 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, 5. ACHIEVE 80% COMPACTI❑N IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS. 6. IF IN EASEMENT 4' TOPS❑IL, AND 12' CLEAN SELECT FILL MAY BE REQUIRED, 7. NO BOULDERS 8' IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON G. NO. REVISI❑NS IDATE IREVISIONS IDATE D.w,C,9-3-99 S-4 RRH13-30-001 1 ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPART - MENT AT 919 996 4540 AT LEAST TWENTY FOUR HOURS U S P RIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. - CITY OF RALEIGH O�OppUUUUU00°° 000�� & CA ko 0 °000 Q00004.'•ESSj' ;r o , o SEAL o 023728 y o o • � o �p��j•/y' �••..••00 a{OHO 0 0°°00ooaonnpgo vi O t9 O a w w w i z O DATE 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE N/A 0 o -0O �u 06 vo a�N -0o N 0� ' ^ v 0 o W %� c V) v / v ° o. c i 0 3 V =° U Q) � Q. -6 z 1..1a� O ° x N z 1 • z Q s ° oW U, cn z U W 0 o o z Lu W O J (n o v �zc rn Q P. -q W >, c z v o z � � 0 W v O0 D LL IL oC =o0 Qco Ov V �0 z z O I- � H U)�� o O z oC �° o� aU o rn N0 o w U x t o O v c 0-0 > U, o m -v v � U o. U > 0 0 m o v rn JOB NO. 0 37500 U U)(n C ° v 0 - SHEET NO. o o a C7.3 T I- v E O U O O O � E C14 E Lu Z a •� w U ce N Ce < LL- o z LuprCQ_ O � 0 v rn a z1.4 �1-1 a (On w 0 O 0 �►r Q Urn z LID V/ 0 0D w �rn � Nrn w vi O t9 O a w w w i z O DATE 05/06/19 O DRAWN BY B. INGE DESIGNED BY B. INGE CHECKED BY K. ROBERTS SCALE N/A 0 o -0O �u 06 vo a�N -0o N 0� ' ^ v 0 o W %� c V) v / v ° o. c i 0 3 V =° U Q) � Q. -6 z 1..1a� O ° x N z 1 • z Q s ° oW U, cn z U W 0 o o z Lu W O J (n o v �zc rn Q P. -q W >, c z v o z � � 0 W v O0 D LL IL oC =o0 Qco Ov V �0 z z O I- � H U)�� o O z oC �° o� aU o rn N0 o w U x t o O v c 0-0 > U, o m -v v � U o. U > 0 0 m o v rn JOB NO. 0 37500 U U)(n C ° v 0 - SHEET NO. o o a C7.3 T I- v FINISHED GRADE \X;�Kll /Z FINAL BACKFILL ......... _ . _ . NEW MANHOLES USF A BUTYL; PLASTIC GR[EN MANHOLESEALANT BETWEEN FRAM= AND SEE VENT DETAIL MARKER -LABELED SEWER SEE C.O,R. STANDARD MANHOLE TOP 5FCTION WHEN MANHOLF, SEP NOTE 3 5-25 FOR MANHOLE 5ECURWG FRAME TO MANHOLE TO VENT OPENING / ROVOF A WATERTIGHT 5EACI. COVFK 1 20 LBS. MINIMUM MANHOLE FRAME AND COVER FRA1#E AND COVER i TEST STATION OR TEST PORT- VENT OPENING T❑ BE TWO FOOT �❑ BE STANDARD H2O TRAFFIC LOAD RATED ABOVE HUNDRED FLOOD - UND YEAR VALVE BOX WITH LID LABELED95" AND ELEVATION SEAL AROUND 4' 'HIST DIPPED' ! O CAM-L❑K WATER GLV, PIPE -" :a "'•_- 2'-C` s - PAINTED GREEN, PLACED ABOVE VENT PIPE ?a TIGHT MANHOLE a LOOP 3 T ;MIN) DOV✓iJSTKLfiP�i SEWER, THROUGH �•'.� �a 'FRAME AND COVER 24 MAX c c o � _ _ MANHOLE FACTORY CAST IN OF WIRE INTO - CENTERED IN TOP f PLACE GALVANIZED r TEST STATION r MIN. 12' PRE -CAST - PBOVE MH TOP2 O ?�RMIT PROPOSED SLA O G : I \ \ ` / �� WALL COLLA . ' `// GRADE ECCENTRIC M.H. CONE /\ \I I \ \ \`,y j\`�%,��j ?' /,�� /// ° C, UNDISTURBED S❑IL ' q e\`` q d ° v D MAY BF USED R. 8" ;P1 O' _ MANHOLE T❑ n' SLOPE FINISHED AND 12" SEihER MAIN• . I I \1\�� 23 112" 2 I ° j, f^ f MANtfG E CONE AND � ' I \ \/�� GRADE AWAY FROM _�= HAVE CAST IN Ste I/'.. BARREL 5LCTION5 sl- LL STANDARD \ MANHOLE ALL RISER L> r ( >� BE AS R A517M INDI.1`_�.. TRIACRIMP I ( \ ��j��j SIDES, OPP❑SITE .a 4- 1 " DIA HOLES @ 1 20° KAUMUM AIGWEIGHT COVFR ICICI TOTAL 34% (2) LIFTING BARS : '.� .: "' : ,: • ' ' ° 5TANDARD5 (SIMILAR METAL), TYP ( I \ (�j� G? STEPS TO . P, -.o 4-G' DIA. A5 A ? 1( t \2To a- ACCO MODATE ; FLANGE s`O O I"LETTERING PFOUIRED%c? NO. ?GAUGE WI OINITIAL FL�p4 RECESSED FL CONICU5iBAC FILL RET SOLID GALVANIZED PLAN4 COPPER TRACER C'RING SEAL PIPE.SPRING LINku > WIRE, TYP SEWER STONE ca8''a:m. 44. 1<1 HAUNCHING "� w ° ° :: 4" a, d WRAP TRACER I I LATERAL j ( _Q; 28 1/4' ' WIRE AROUND I I ( SEE " 2G Ii4" ° 800 ° o��m PIPE GRADE Q c ° CIRCUMFERENCE Of ( I I NOTE 2 �: 2 3/4" 20 4' BEDDING SHELF g r: RUB5ER BOOT MANHOLE AND SPLICE I ( '� GASKET I " VENT HoLL 3'-0' b 25 111 G" SLOPE n o . +''.. • TO : RACER WIRE FOR ( f I I SADDLE u YFE ■, Q: Q : e °: p a LATERAL INVERT 511ALL NOT 3E r . GO° v - ---� LOWER THAN MAIN SPRENG- [ TAP 23 I i; 16" DOWNSTREAM SEWER ( I ( p 4. GA,,KFT iN VFRTECkI. d' LINE. MANHOLE st1At L BE 2' TAMP WELL UNDER MINIMUM e g �, ° ° , ` ' : 9 ( ? • o n - . o ABOVE ! OO YEAR FLOOD PLAIN I ( 3'-0' _ K, :4-, I " 7 I /2" BOTTOM HALF OF 6' ❑.D. ❑F PIPE 6' SIDE . o p 4• .Q •a: D"• y' t' • 'a: s �',� F' OR SEALED AND VENT TO BE _ _ _ _ _"� - - - }- ( YFE :�: o 0 22 s.: COV€R H _ ^C CF C PIPE CLEARANCE 2' ABOVE i 00 YEAR :FLOOD I ( 1 - 4-k - �= ''' >' on 40 �" PLA!N. WHEN MANHOLE TOPS { I FLOtN I I I ( II' mm -11 I �. ° ° _...._ RING !•.nUST oo o�0000008 p$o°��oo°go°goo ARE IN EXCESS OF 3'IABOVE %% ( j ( p /� y>. o ANc,HOR_D IN TYPICAL TRENCH BOTTOM SECTIONA-AGRADE. OUTSIDESTE'SMUST L-_ J_L-___---_..._.. ILL_ y � � � I,. 3:. �4, _ STAINLESS 7 I"� 2 ACCORDANCE BE PROVIDED. SEE STANDARD T t-�`'" - VENT DETAIL q . STEEL SDLTS DUTYL-NEK OR 34 WITH 5 2 DIMENSIONS FOR SDR 35 PVC 5-28FOR5TEPDETAL. IN L----.--- -� SE6�/ER APPROVED SEALANT GRAVITY PIPE tJONTRAFFICAREAs, TOP OF NOTES: --- -- MAIN 11A OTHER 4; BETWEEN FRAME • a 'o' • < �:- . ACCEPTABLE ••� _ � °' AND COVER I " --} 25 15/1 b" FRAME AND COVER SMALL BE I THE TRACER WIRE SHALL BE CONI-INUOU5 TO THE GRk.ATE5T EXTENT POSSIBLE. fOK GRAVI Y MAIN COVERS p.0. '. 4 �. ('- N❑TESA INSTALLED A MIN. OF P ABOVE 1, FOR TRENCHES REQUIRING SH❑RING AND BRACING, DIMENSI❑NS SHALL BE TAKEN o . , AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING 'v^JIBE SHALL BE ATTACHED TC (HE � D "'• 33 ti4" a a v.. FIN15HED GROUND 5OPfACE. PIPE. TRACER ltit!RF..�?iALL BF. LAID ;LAT AND 5FCURFLY AFFIXED TO -"HE PIPE AT 10 FOOT INTERVALS. �' f -4 • •• ' %-� 4 •' 4 A FROM THE INSIDE FACE ❑F THE SHORING AND BRACING. A p d, A I F 2. NO ROCKS OR BOULDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL ? s 4; BACKFILL SHALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 12 SEE SEINER DE51GN I FOR GRAVITY MAIN AND OR LATPRAL INSTALLATION DFF.PFR THAN 8 FT, THE. TRACING WIRE. `_SHALL BE '�:,d•..{.o _ 9'! ; s_ : .:n: NOTES: 518"X3" LAG5HIELD IN HOLE SECTION 3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL, L INSTALLED AT A DEPTH OF 7-8 FT. THE WIRF SHALL BE PROTECTED FROM DAMAGE DUR'NG THF a - :' 9: '•. t! , • . p:�: 1) ALL MANHOLE FRAMES SHALL 5E DRILLED INTO CONE OR ' IN EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIPE SHALL BE PERM TIED. DOM_51"ICAIJ..Y CAST'. RING WITH ANCHOR SUNK TO N❑N-TRAFFIC AREAS, © 2. WHERE LATERAL TAP5 ARE MADE BY SERVICE 5ADDLE5, THE TRACER WIPE SHALL_ NCT BE ALLOWED 2) FRAME SHALL 13E A MINIMUM wEIGi�T OF 513' o/ MIN. 9" COMPACTED #G7 STONE DESIGN DEPTH; AND 318'X3° ' BASE TO BE IN5TALLE UNDER TO TO BE PLACED BETWEEN THE SADDLE AND MAIN. 182 LBS. WITHIN PUBLIC ROV✓AND IGO LB5. 5TAINLE55 57EEL ROD 3. MANHOLE MARKERS 5HALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR NOTES: ' STONE WITHIN EA5FMENT5. HOT DIPPED GALVANIZED d. D NEW MANHOLE. LAG BOLT AND WASHER. p • • Q . OWNER'S REPRESENTATIVE. 3) COVER SHALL 11-DGH A MIN. OF 120 LBS. TYPICAL LIFTING DEVICE ,rC?Iol, A CITY OF RALEIGH n. °. a CITY Of RALEIGH �L VENT MUST BE FACTORY 4) ALL MANHOLE R.AMEF; OUTSIDE OF PAVED C.TY OF RALEIGH CITY OF RALEIGH SURFACES SHALL BE BOLTED TO THE CONE CITY OF RALEIGH DEPARTMENT ❑F PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTtLITLES' WELDED FABRICATED AND /Top or COV€R CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITI`E'S SECTION OR RING WITH A MINIMUM OF 4 DEPARTMENT DIPPED' GALVANIZED, DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES TRENCH BOTTOM DIMENSIONS AND BACKFILLING BOI.ISPERFRAME. STANDARD PRECAST SANITARY GRAVTY 5EtW`ER MAIN TRACER WIRE 2.HYFE- Hundred Year REQUIREMENTS F❑R PVC GRAVITY SEWER MAIN SEWER MANHOLEFlood elevation MANHOLE WITH VENTED STANDARD MANHOLE COVER MANHOLE FRAME AND WATERTIGHT AND MANHOLE MARKER STACK COVER DWG. N❑.REVISI❑NS DATE REVISI❑NS DATE DWG. NO, REV1510N5 DAT` REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. N❑.REVISI❑NS DATE REVISI❑NS DATE Dh'G. NC. REVISIONS DATE REVISIONS DATE G, DWG. NO. REVI..ONS DATE REVI,�IONS UAT T❑ NOTES 3-1-87 D.W.C. 9-3-99 Y.C.A. 1231 -tit ani z -z as D.W.C. 6-7-99 A,B,B, -15-04 3- I -8-✓ I.B.✓ ADE, } 2. S-5 7-2-82 RRH -30-00 5-20 el sc D.r!.� 1 6_;E_;s 5-20A " 1 S-24 3-.-8, 3-1-87 A.B.B. 2-9-05 3_ Q.. �, RRH 3-30-0 /1�/na S`25 PPH '-2n �, n w I 6-18-0 5-2G ., .4 PVC TO D.I. PIPE ADAPTER USE TERNCO COUPLING A G 445-401' OK APPROVED .4 p .4 FOUAL TO SEAL. 459PVC SADDLE p a . 4, PIPE CROWN 4 L0 1 4 �; Q � SF41��` � • ;o :6 n%o QO , 0 5TAINLE55 u o STEEL • a ^�^e � � - D � CLAMPS 3000 P.s.L CONCR_-TE TPP• �, ° Q ENCA5FMENT ° BACKFILL UNDER PVC SADDLE. ADJUST FLUSH PLAN ADAPTOR, AND CAST IRON BEND Vv'ITH#G7 STOW= A5 510V'N ON 4.00" STANDARD 4" BRONZE CLEANOUT PLUG SIDE WITH FINAL GRADE STANDARD MANHOLE 5.4 r PLAN ELEVATION FRAME AND CGVEK 6,0 a .: 2.. MIN, " SLIP RESISTANT CLEATS �'..•a a ' .n: � e . Q t0 L O O A.B.C. PIPE CROWN 45` 45 C� 12' STANDARD MANHOLE COMPACTED BACKFILL ELEVATI❑N TOrA CHIMmEy NOT TO EXCEED i ! PIPE SPRINGLLNF C LEANOUT FERRULE 4a✓ITH PLUG 3 OR #4 REBAR SECTION 1. HOLE SHALL BE CORED IN RISER SECTION FOR PUBLIC SERVICE MAIN EXTENSION. PRECAST CONCRETE SPACER 2. RUBBER BOOT SHALL BE UTILIZED ON ALL CORES SFYLF5 ACCFPTD_ CORROSION RESISTANT MATERIAL (DONUT RINGS) IN TRAFFIC 3. CORES SHALL BE IN CENTER OF RISER SECTION RUBBER, PLASTIC AREAS ONLY. DONUT RINGS 4. CONNECTION TO TEE MANHOLE MUST BE MADE BY CONTRACTOR INVERTED NUT' NOT ALLOWED IN APPROVED BY CITY OF RALEIGH PUBLIC UTILITIES RAISED NUT EASEMENT'. DEPARTMENT CITY CF RALEIGH CITY OF RALEIGH SADDLE INSTALLATION LIMITS CITY OF RALEIGi CITY OF RALEIGH C TY OF RALEIGH DEPARTMENT PUB( -IC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIE5 DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTIL_ITIE5 SECTION A - A STANDARD SLIP RESISTANT STANDARD MANHOLE FRAME AND COVER ___ - LATERAL SADDLE fN5TALLATION MAIN EXTENSI❑N TO TIE INT❑ MANhOLE STEP DETAIL DETAIL WITHIN PAVED 5URFACE5 DETAIL FOR PVC PIPE TEE MANHOLE 4 CLEANOUT PLUG DII✓G. NO. REVISIONS DATE REJ1510N5 DATE r- _ DWG. NO. REVISIONS DATE R VISIOi!S I CATSDP,%G. NO. REVISIONS DAT'r RLVSIONS DATE DWG. NO, REVISIONS DATE REVISI❑NS DATE DbVG. NO. RuVIS[ON5 DATE REV1510N5 cJ-2g RRH 3-30-00 Y.C.A.112-31-911 ABB 9-20-04 3-1-87 o 5-29 RRH 3-3C-00 DHL 1 1-29-07 S-� I RRH 3.30.00 S-33 6-99 ABB 2- 4-0 5-34 3-1-87 RRH m` WSERVICE LATERAL MATERIAL AS REQUIRED NOTE5: RRH 3-30-0 D.H.L. 6-18-0 + . 3 7 9 PAVEMENT ❑PTI❑N I . Tff TRACER WIRE SHALL BE CONTINUOUS TO THE GREATE5T EXTENT PC551BLE. WHERE JOINTS ARE NECESSITATED IN THE VIRE, THE JOINTS SHALL BE SECURELY -12 = MUST BE 2' BELOW GRADE r BONDED TOGETHER WITH AN APRROVED INDUSTRIAL CRIMP CONNECTOR TO EXTEND TRACER WIRE CHANNEL INSTALLATION {3a CMj mTO JU5 L BELOW PROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL. CLEAN OUT PLUG ;u o•- WHEN SEWER CLEAN OUT IS IN °- w 2. THE CLEANOUT AT T ---1E RIGHT OF WAY AND OR 1=A5i=HENT SHALL SERVE AS THE TEST n_ �• PORT WITH THE TRACING WIRE BROUGHT UP OUT501f THE CLEANOUT A55EM13LY l / i > PAVEMENT OR IMPERVI❑US SURFACE, z Lu L (1s CM IT MUST BE INSTALLED INSIDE A VALVE 0- J AND WRAPPED AROUND THE STAC:C TWICE AT A DEPTH OF APPROXIMATELY 1 2" a O a BOX (❑R MINI -MANHOLE) WITH COVER AST IRON ❑R BRONZE BELOW GRADE. CAST IRON OR BRONZE �) t J f 15 4' DIAMETER CONCRETE LABELED 'SEWER', CLEAN OUT PLUG 3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER V✓IRE *"CLEAN OUT PLUG L1,� {75 cm) COLLAR 6' THICK FINISHER AND THE LATERAL TRACER WIRE. FINf5HED �:• Ia- ?• GRADE 4. FOR NEW 5EV✓ER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE PROVIDE AN GRADE-: v w . �• = i='�_ %- -� 1=�i='iV�V�i= ANODE FOR THETRA I G' i I o • �/�,/,,/,q„_,/,ry ,/,,/_,/,,/!,/�_,/,,/ R C N� J✓IRE TERMINATION AT THE POINT flF THE NEW TAP ON THE • , �, r., � .c, _� , .r, � pa Id e . Q: •d' e :V•" <j:4 4 • /i%/i%Gi'G'f/✓4LATf3NS wC7 b/ER� i/ EXISTINGSLMAIN.PAVEMENT CURB �4 a�G> • i'- �r '��'/- / /- /'v -i/ !�/� i �!- 6 NORTH ORTH ) I O - M z BY PAAEMENT CURB A• a: AMERICAN Ef) .� CONTRACTORS GREEN •QW ._ 0 z BEY[ NjHG' . . , EROSION CONTROL Products (10 }z o '❑R- NOTE, P-REPLIR Guaranteed SOLUTIONS - O THE FULL LENGTH ❑F THE SERVICE DITCH SHALL E;ASEMEI�NT' LAVE . < _ O �. I: 77[[7� r ) R t}vUIRE A 14649 HIGHWAY Y 41 NORTH � < BE COMPACTED I -- C N 6 LIFTS WITH MECHANICAL TAMP, U < H fl D 'PLUMBING . UMBING UTILITY EVANSVi i - LLE N 477 2"-5" 1n cn 25 - ALL TAPS WILL BE MADE USING MECHANICAL TAP I - P NG I r -i - L /1 .. /' ="••� s CM - t2.5 CM) OOP TR CFR � .RE PERMIT AND ARE 800-77 - � O 2 2040 o f -I ty •� MACHINE, F❑R PVC INSTALLATI❑NS SADDLE AND BEND z - O TiNll A 1 Z CE ROUND - frt A www.na r - •� CLE NO een.com INSPECTED ED BY THE UT 4 0 D -< N cn � - MUST BE BEDDED N 7 �� I #6 STONE, BEDDING AND HAUN - CHING .. D -a CLEANOUT A�.SEMBLY - -- ASSE M€3LY D .PLUMBING INSPECTOR. _ a .. O H -1 - � OF PIPE BARREL MUST P rn - U COMPLY WITH REQUIREMENTS fTl UI EMENTS ❑F N❑T B ACKFILL C? - t� -I s IT 3 DETAILS S 4 ❑R 5----------------- S ACCORDING TO PIPE M D I E ATERIAL, ❑R D 7� I- - n 1 w r r r r 'INS I TRACER WIRE -NO. C R E N I .-� R O 2 z - 1a cM - 1 �• R�LT r s^ { SPE ) r �. 8 R 10 ❑ 12 TAPPING �3 ! m D -I -I ' 1 P � � 1 s wI PIECE OF PI co rn GAUGE SOLID COPPER { ) SADDLE OR IN-LINE YE i D= - N tO!'T (T 0 1/16' ❑R 1/8' BEND r1 ! -c = oro p D 'T o MIN, GRADE 1% �y Z BARE WLR[ v o z z C rn D O O MAIN TRACER WIRE O O 0 . D < Irl D !- { 79 70 7D FOR NEIN MAIN 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTRDL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED_ Q - n n H � n rte_-- NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA CELL -0 -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 1.0' EXTENSI❑ O /VC z 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 3D CM) OF RECP's BARREL ❑F PIPE BEDDING z z 45° SEWER t Ct � EXTENDED BEYDND THE UP-SLOPE PDRTIDN OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPRDXIMATELY 12 (3D CM) APART IN THE 1 (� SADDLE (CLASS II, III, ❑R IV) WITH PERMANENT U1 �i r- SEWER BDTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TD CDMPACTED SOIL AND FOLD REMAINING 12" (3D CM) PORTION DF EXISTING PLUG CAP70 rn EXISTING LATERAL ACROSS THE WIDTH O RECP's BACK DVER SEED ENRECP'sPACTED SOIL. SECURE RECESS OVER CDMPACTED SDIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (3D CM) fri MAIN F❑R SADDLE INSTALLATION MAIN 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL U 1' d �' DETAILS, SEE STANDARD C❑MBINATI❑N WYE RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. AND 1/8 BEND f WHEN USING THE DOT SYSTEM' STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. o m -i DETAIL S-31 & S-32, NEW SERVICE ON EXI�TIN MAIN - pp I 4. PLACE CONSECUTNE RECESS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (1D CM -15 CM) OVERLAP. USE A DDUBLE ROW OF STAPLES STAGGERED 4" (1D CM) II o ri (ONE PIECE) rn PROVIDE MAGNESIUM ANODE (I LB MIN) REQUIRED APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. OD A WHERE NO TRACER WERE IS INSTALLED ON SEWER lv;AIN 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (3D CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. OI _ 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APFLICATIDNS, A STAPLE CHECK SLOT IS RECDMMENDED AT 3D TO 4D FDDT (9 M - 12 M) INTERVALS. USE A DDUBLE ROW OF STAPLES N STAGGERED 4" (1D CM) APART AND 4" (11) CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. t 8 THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (3D CM) APART IN A 6" (15 CM) DEEP X e (15 CM) m WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: • IN_LOOSF SOIL CONDITIDNS, THF USF OFSTAPLF OR_STAKF LFNGTNS GRFATFR THAN 6" (15 CM) MAY -BE NFCFSSARY TO-PROPFRLY ANCHOR IHF RFCP's. z I O NOTE 0A7 B CRITICAL PDINTS * HORIZDNTAL STAPLE SPACING SHOULD BE ALTERED /� A DVERLAPS AND SEAMS IF NECESSARY TD ALLDW STAPLES TD SECURE THE C CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE 1/ IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE CV C. CHANNEL BOTTOM/SIDE ** OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY O SLOPE ERTICES BE NECESSARY TO PROPERLY ANCHOR THE RECP's. 1n L DATE SECTION A -A 5-53 R=1/2 O.D. PME O®gp��t)QQQOOp�O CAPO voo° O •4. • ,•••■s. •�l O oo1y4 lim;•�� SEAL ��•/� 023728 O • 4 o • � o O O °°o aB11 QQM a I)go`o�oo RRH 3-30-00 D. .L. y-,,/ I F., 0 4' KK CLEAR FROM STRAP WLTH 2 ANCHOR WL75 U n 05/06/19 JOINT (ABOVE OR N SECTION B -B Lu Z 0 C a> y � = 3 BELOW) 21' MAX. CUT TO a' 3 8 L.F. j B. INGE a W m V 1. PIPE FOR WSIDE DROP SHALL BE SDR 35 PVI; CONFORmNG 70 ASTM SPECY7CATION 03034. RT DESIGNED BY C14 ¢ O LU ry I D.I.P. 8- OD0.4 n~ Q7 _ }'2 ; MIRE 1. . LU w o EXISIM M.H. STAINLESS T� -S7W CONSTRUCT WSONRY TROUGH FROM DROP EFFLL/ENT 70 ARW z _Z. G% O c WRH to G 00 W w - ' Q In Alf Q a o 2 ANCHOR BOVS F U � 22 53 ;= 0 0) -0 0 FMM E RUBBER COUPLRA;. O HOLE F17R 992UENT 0 (9 LUc DLP. WITH COMM M"WE 0 Z STEPS SHALL BE RELOC47ED IF THEY COA ICT WITH INSIDE DROP. 4 O U 6•_0 R;�CW ENLARGED '..DETAIL O O 1—0 0 U \ O In UJI W W H 1n oa (3 NOTE 15) a DATE SECTION A -A 5-53 R=1/2 O.D. PME O®gp��t)QQQOOp�O CAPO voo° O •4. • ,•••■s. •�l O oo1y4 lim;•�� SEAL ��•/� 023728 O • 4 o • � o O O °°o aB11 QQM a I)go`o�oo SIAWL I TAWLESSSTEEL S DATE 0 o = STRAP WLTH 2 ANCHOR WL75 U n 05/06/19 0 � o N SECTION B -B Lu Z 0 C a> y � = 3 LU a' 3 s QJ B. INGE a W m V 1. PIPE FOR WSIDE DROP SHALL BE SDR 35 PVI; CONFORmNG 70 ASTM SPECY7CATION 03034. wVfZ'N L DESIGNED BY C14 ¢ O LU ry z O 8- OD0.4 n~ Q7 _ CHECKED BY PVC. SPIGOT OF BEND 70 REST 0117£C7LY ON EMSRNG SHELF. � LU w o O CONSTRUCT WSONRY TROUGH FROM DROP EFFLL/ENT 70 ARW z _Z. G% O c CHANNEL 3 NOTCH BELL OF PVC DROP TO ACCEPT DdP. sPiCoT AS SHOWN. to G 00 W w - ' Q In Alf Q a o O F SHOWN. ADO EXTRA STRAPS AS ILIC£SS4RY TO AMINTAIN MAXIMUM SPACING OF 7EN FEET. 5. HOLE IN "WHOLE WALL 70 BE MADE WITH A CORING MACHINE INSTALL O ;= 0 0) -0 0 FMM E RUBBER COUPLRA;. O 0 (9 LUc 0 Z STEPS SHALL BE RELOC47ED IF THEY COA ICT WITH INSIDE DROP. 4 O U U.- Q H O O 1—0 0 U \ O In UJI W W H 1n oa (3 O a � U z 0 N SIAWL I TAWLESSSTEEL S DATE Vl o = STRAP WLTH 2 ANCHOR WL75 U 0 05/06/19 Lz 3 x- 0 Z SECTION B -B 0 0 C a> y LU DRAWN BY s ami B. INGE 1. PIPE FOR WSIDE DROP SHALL BE SDR 35 PVI; CONFORmNG 70 ASTM SPECY7CATION 03034. DESIGNED BY .B. INGE • �3 L_ CHECKED BY PVC. SPIGOT OF BEND 70 REST 0117£C7LY ON EMSRNG SHELF. K. ROBERTS CITY OF RALEIGH _ CONSTRUCT WSONRY TROUGH FROM DROP EFFLL/ENT 70 ARW z +� 13 o �. tE SCALE SIAWL I TAWLESSSTEEL S N/A Vl o = STRAP WLTH 2 ANCHOR WL75 U 0 J Lz 3 x- 0 Z SECTION B -B 1--4 < 0 C a> y LU 1,401m. s ami 1. PIPE FOR WSIDE DROP SHALL BE SDR 35 PVI; CONFORmNG 70 ASTM SPECY7CATION 03034. o � Z LU 2. BOTTOM BEND 70 RE 90' SHORT BEND, BELL SPIGOT, OF SDR 35 p �3 L_ U PVC. SPIGOT OF BEND 70 REST 0117£C7LY ON EMSRNG SHELF. �D o� ._ CITY OF RALEIGH _ CONSTRUCT WSONRY TROUGH FROM DROP EFFLL/ENT 70 ARW z +� 13 o �. tE CHANNEL 3 NOTCH BELL OF PVC DROP TO ACCEPT DdP. sPiCoT AS SHOWN. C � w - ' Q 4. LOC47E STRAPS ATPIPE BELL AND ABOVE BELL OF 90' BEND AS Q a o O z SHOWN. ADO EXTRA STRAPS AS ILIC£SS4RY TO AMINTAIN MAXIMUM SPACING OF 7EN FEET. 5. HOLE IN "WHOLE WALL 70 BE MADE WITH A CORING MACHINE INSTALL O ;= 0 0) -0 0 FMM E RUBBER COUPLRA;. V 0 6. CORE HOLE SkWL NOT ENTER CONE SEC77ON LUc 0 Z STEPS SHALL BE RELOC47ED IF THEY COA ICT WITH INSIDE DROP. 4 O U U.- Q z O O 1—0 0 U \ O In V? � O Z c Z 13 1n oa o � U z0 N o� V / F- r-• a c � U> Oo t , W m 0 a .� o v1 cT c a c CITY OF RALEIGH0 DEPARTMENT Of PUBLIC UTILITIES' L IN51DE DROP MANHOLE i3 Va z} a 0 c •� o o W REVISIONS DATE REVISIONS DATE MAB U UwW z 0 3 0 _(j) ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG HAVE PERMITTED PLANS ON THE JOBS ITE OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. um Vl o = L& C; J Lz 3 x- 0 Z I z 1--4 < 0 C a> y LU O z�W0o ami Ci o � Z LU O Ui p �3 L_ U Q I-I �D o� ._ CITY OF RALEIGH _ z +� 13 o �. tE C � w - ' Q HI W Q a o O z O ;= 0 0) -0 F--1 Q V 0 LUc 0 LL 4 O U U.- Q z O O 1—0 0 U \ O In U O Z c Z 13 o � U f- . - v V / F- r-• a U> Oo �O m 0 z L LL U 0L I O '-I 0 C a> y A .0 Uo Ci 2 o U +-• N w L, CITY OF RALEIGH tE w - ' O O 0) -0 0 U.- O In � U r-• a U> m 0 In O i3 Va z} a JOB NO. c •� 37500 s3 O SHEET NO. o- a 0 CL C7.4 F- a J z i 0 c Z u F U C c U V C C r C I C C L{ r K d (, G a -C Q C / a a .L a / 3 C / L `C d C C 1-1 0i L 50' MIN. NOIE • BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO WAKE COUNTY CONSTRUCTION SEQUENCE pp0000fl Uilfillppo SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. NOTES: TOP ELEVATION OF STORMWATER 0.5'-1' ------------------- pp CAPS 000 Op `i O o ...•. L o 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. 2. SILT SHALL BE REMOVED WHEN DITCH IS CNE -HALF FULL #5 WASHED r. z 1 MAX. STONE £ > 1. Schedule a pre -construction conference with the Environmental Engineer Charles Phillips 919-856-5599. Obtain fond disturbing e� as SS ja ,j✓%i o00 • O �, • `J7 0 o + + • ••'2"-3" STONE TO BE USED STONE, THEN THE TIRES B THE VEHICLES MUST BE WASHED 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. EXISTING -:(SURGE STONE OR RAILROAD PROPOSED STREET, ROADWAY 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. J �1 N EXISTING SLOPE a permit. P g P 2. Install gravel construction pod, temporary diversions, silt fencing, d 4� SEAL 9 • 023728 0 �; ;BALLAST) WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR sediment basins Or Other measures as shown on the approved' plan. Clear o GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE only as to install these devices. Seed temporary diversions, o 0. 4.• o WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN # 1 RIP -RAP necessary berms and bOSInS immediately after construction. °o�� '%.;1'GII�t�;•' '` o� STONE AND REPLACEMENT WIT}! FRESH STONE, VARIES ••��•• S o 0o j�h 2' MIN. -_ SIDE VIEW EXISTING SLOPES 3• Call 919-856-5599 for an site inspection by Environmental '' Inspector and obtain Certificate of Complionce. �Q, ppo oO4ODaaflaMQOgO ppp WASTE MATERIAL -COMPACT, PLAN VIEW _ VAR. SEED & MULCH AFTER ;,.., CONSTRUCTION OF DITCH �- -I I sOp 4. Begin clearing and grubbing. Mointain devices as needed. Rough rode 9 9 9 9 9 9 - I< F 2 10, N CONSTRUCTION NOTES: site. I I= .:.:'.'•; ' : r,:..i' .>." •: _ •'�•"''� VARIES HEIGHT & WIDTH DETERMINED BY 5. Install storm sewer(if shown) and protect inlets with block Hand grovel E VAR_ `•"`�•"".,F.'•`'y' ��•`•`.'�^•�� -III=III=III=III=III= I I=1 3'M�� a' - 2' �, "�-III=III-III-III-III-III-III EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. inlet controls, sediment traps ar other approved measures as shown on the plan. Begin constructing, building, etc. o 35' MIN. 15' MIN. NEW CONSTRUCTION EXISTING ROADWAY III -III -III -III -III -III I (�_ k 3' _ _-1 I I -III -III -III -III -III -I I 1 I II I I 0.5'-1' ::.4.: •• KEY RIP RAP INTO THE DAM 6. Stabilize brought finish CGI 0 N E - - - - -_ - - -III ( w FOR STABILIZATION. site os areas are up to grade with' vegetation, E =T' t ---KEYED RIP RAP ovin ditch linings, etc. Seed and mulch denuded areas within fifteen 15 ( ) LU U Z 12" MIN. 24 > da of completion of an phase of theproject. Ys P Y P I- 6" MIN. #5 WASHED STONE 7. When construction is complete and off areas are stabilized ,completely, Q 3 fir, Coll 919-856-5599 for on inspection by the Environmental Engineer. w v Ce N i FABRIC UNDER STONE CROSS SECTIONAL VIEW £X1ST 8. If is temporary diversions, fencing, - 00 FRONT VIEW G GROUNb site approved, remove silt sediment w O � _'� O basins, etc., and seed out or stobilize any resulting bare areas. All a OR CROSS SECTION STEP SEQUENCE remaining permanent erosion control devices (such as velocity dissipators) U }; Oi NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION. FLOW SHOULD BE MAINTAINED THROUGH THE DAM. should be installed now. 9. When vegetation has became established, call for a final site inspection z W •s rn QJQ In oGLU U by Environmental Inspector, Charles. Obtain a Certificate of Completion. o 0 In Ln O STANDARD CONSTRUCTION ENTRANCE STANDARD TEMPORARY DIVERSION DITCH STANDARD CHECK DAM ~ EFFECTIVE: 01/31/08 EFFECTIVE: 01/31/08 EFFECTIVE; Dl/31/08 SEEDING SCHEDULE ~o N W 01 (REVISED: 1-1-86) LU H- z W INFLOW x STRUCTURE a =e� HIM w F a W NOTES:1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) {� TARP PRDTECTIRR / 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY, WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. niTCH AND SIraY raRP EDGE <MM i� `^ �- 3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE SET 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. DATE TYPE PLANTING RATE 0 1 �'�� SKIMMER 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. 5. TOPS OF BAFFLES SHOULD BE 2INCHES LOWER THAN THE TOP OF THE BERMS � �� EM - AUG 15 NOV 1 TALL FESCUE 300 LBS/ACRE DEWATERING EMERGENCY SECTION THRU WEIR DEVICE SPILLWAY 2 x` D - 6. INSPECT BAFFLES FORREPAIR ONCE A WEEK AND AFTER EACH RAINFALL "` VENT NOV 1 -MAR 1 TALL FESCUE 300 LBS/ACRE & ABRUZZI RYE 25 LBS/ACRE MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE LU BA LES W LU PLAN VIEW APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE V MIN FREEBOARD TOP OF BERM BAFFLES (STD) PLAN VIEW CROSS SECTION INFLOW EMERGENCY STIR CTURE SPILLWAY SK= ELEVATION SUPPORT ROPE SUPPORT POST TO WIRE TO 24" INTRO BOTTOM STAKE TO FLOAT JUL 1 - AUG 15 TALL FESCUE AND 120 LBS/ACRE ***BROWNTOP MILLET 35 LBS/ACRE z 0 DATE 05/06/19 DE ATERING ZONE PREVENTSAGGING OR SIDE SUPPORT WIRE FLEXIBLE JOINT -7/ cRamATBR ***OR SORGHUM -SUDAN HYBRIDS 30 LBS ACRE ~' > � DISSIPATER PAD FENCE AND FABRIC OUTLET END CONNECTION TO OUTLET PIPE DR RISER O RIP RAP INLET SHALL BE BURIED IN T CH STEEL POST BARREL PIPE LONGER THAN SAWN. SLOPES (3:1 TO 2: 1) �- DRAWN BY PROTECTED (AS NEEDED) CROSS SECTION CMP OUTLET PIPE +-- RFROMIPR EROSION WITH RIPRAP, TARP, MATTING 6"X6" TRENCH, COIR MESH OR SIMILAR, STAPLED OR MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED} 50 LBS/ACRE B. INCE OR EQUIVALENT, BACKFILLED AND I TRENCHED INTO BOTTOM OR SIDE DESIGNED BY B. INGE NOTES: 1) BASIN SHOULD BE CLEANED OUT WHFJV CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL 2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE PADTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST Jr. THE UPSTREAM 12' TARP SHALL OVERLAP THE DowNSTREAM TARP. THE TARP STALL BE MIL HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. COMPACTED - '�' SECTION VIEW AT OPENING - (MAR 1 - APR 15) ADD TALL FESCUE 120 LBS/ACRE (MAR 1 -JUN 30} OR ADD WEEPING LOVEGRASS 10 LBS/ACRE • - THREE POR. 3) PROVIDE A MINIMUM S THREE PORED A BAFFLES TO EVENLY IDES USING FLOW ACROSS THE BASIN, REDUCING TURBULENCE 4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USNG STAPLES OR BY TRENCHING AS FOR A SILT FENCE. 8) MOST OF THE SEDIMENT VN ASE OF THE IN THE FIRST BAY, SO THIS SHOULD IS READILY AVAILABLE FOR MAINTENANCE. 8) DURING THE CONSTRUCTION PHASE � THE PROJECT. PERMANENT STORMWATER RISER SHALL ONLY DE'WAT(7t FROM THE TOP OF PIPE. 7) POND SHALL NDT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER. - (MAR 1 - JUN 3O} OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE JUN 1 - SEP 1 ***TALL FESCUE AND 120. LBS/ACRE ***BROWNTOP MILLET 35 LBS/ACRE ***OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE . • . CHECKED BY K. ROBERTS SCALE STANDARD SKIMMER BASIN STANDARD BAFFLES DETAIL STANDARD SKIMMER DETAIL EFFECTIVE: 01/31/08 - SEP 1 MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE AND TALL FESCUE 120 LBS/ACRE (NOV 1 - MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE • • N/A EFFECTIVE: O I/31/08 EFFECTIVE: 01/31/08 �-�- 8'-0' MAXIMUM -� 4` MIN. SILT FENS PLAN VIEW CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION S=RVICE FOR ADDITIONAL � INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. MINIMUM 10 SILT FENCE FABRIC THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; GAUGE LINE INSTALLED TO SECOND MINIMUM 12-1/2 GAUGE WIRE FROM TOP INTERMEDIATE /WIRES OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. TOP I3F SILT FENCE HST AT LEAST I' ABOVE THE TDP � approved *** TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT GRADE THE WASHED sr .:., = dewatering device VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. � - FRONT VIEW BURY WIRE \ stream ' - diversion pumps FRONT VIEW FENCE, FILTER FABRIC, AND HARDWARE STEEL FENCE PD CLOTH IN TRENCH STEEL FENCE PDS SET t - f i j t I� SEEDBED PREPARATION STEEL PAST WIRE FENCE MAX 2' APAR MIN. ND INTO StY HARDWARE CLD GRIXINB�A t^t m J {J� !- discharge hoses ..• ___, ,`✓-""�� V// UJ NOTE WOVEN WIRE FABRIC 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC FILTER DF WASHED STONE - intake `"'- `''°° �`..., _--==--�--��m"��•� � ��"��,� �'i�i ; `/ C .•--"a,.� � /"�``� s�j, j I hose dewatering 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. �1 Ln , DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. �� i ."' -. ..� s um ,/Ic ��,,.,-- -,� �_� { �i � � � � -. ' - - - `..,..,.,•� i 2.} RIP THE ENTIRE AREA TO 6 INCHES DEPTH. � < I 3'-0• 0 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE H PROVIDE STORAGE VOLUME FOR THE NEXT RAIN 26 z r AND TO REMOVE PRESSURE ON THE SILT 3' FILTER FABRIC DN GROUND _ , �; N "- l 1 A' .. A i 3.} REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE �...{ (, U FENCE. ~4w ° NOTES: r' _ -✓"' ' i t t REASONABLY SMOOTH AND UNIFORM. SUPERPHOSPHATE Z "N�GRADE 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. ' 'y��-�' © t" i 1 f < ', II1tclCe hose 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND MIX WITH SOIL } �I H s" MINIMUM COVER BURY WRE FENCE AND HARDWARE CLOTH CTIEN VIEW •, -' � -� _: Z OVER SKIRT * ANCHOR SKIRT AS DIRECTED BY ENGINEER • BURY 6' �' UPPER EDGE tff FILTER FABRIC IN TRENCH a %l` r>' , i g j f � r clean water dike "; sediment dike r`" r sump -hale * (SEE BELOW*). ). 5.} CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM INCHES DEEP. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 UJ U0 Z O U w Q , < (jJ ; - - .�__..._.--or LU Y i SIDE VIEW pool t, (12" to 18" deep work C area __ 2' dia.) 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER SEEDING. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK U J H < Q 1 Z i STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE OUTLET pumps should discharge length not t0 exceed onto a stable velocity that which can be dissi for made of rip rap completed in one day pa p P or sandbags 7.} MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.} INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. Z I.._, J ce �..� w > Z H••� a O Q (j'} z LJJ i ~ c EFFECTIVE: 01/31/08 EFFECTIVE: 01/31/0s A A _ A 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. U : O 0 z C z c �- PIPE � ' _ e I.D. - PIPE SECTION A A * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE IN CLAY 3 TIMES I.D. ` ` - SOILS) FERTILIZER - 1,000 lbs. / ACRE -10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS 01� 0 Z u wimpervious Sheeting MULCH -2 TONS / ACRE - SMALL GRAIN STRAW PLANVIEW (�07ES: NOTES: 1. L = THE LENGTH OF THE RIPRAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT PLAN VIEW LESS THAN 6" (INCHES). V base flow + 1 foot t� �� work area "' (2 foot minimum) ANOTHER - ASPHALT EMULSION Q 300 GALS./ ACRE a 1. L =THE LENGTH OF THE RIPRAP APRON. �` § S a 2 d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES). 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVEr.a.,{I, THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE ,��'�� ' ; 'k� r 1�,f�•t t,i��V��;• 1� et`y`f'�`��Yr%�'rJ{L a s 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE �[ L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. PIPE �• BANK, WHICHEVER IS LESS. L „ .. �- 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE �• ; .. INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. cry Section of sandbag dike a �.:. d PIPE dd -C +_ L L •c C FILTER FABRIC SECTION'A-A' FILTER SECTION'A-A` FABRIC u JOB No. C 37500 v Temporary Pump Around STANDARD PIPE OUTLET TO FLAT AREA SHEET No. NO WELL-DEFINED CHANNEL STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL EFFECTIVE: 01/31/08 EFFECTIVE: 01/31/08 C7.5 a t H C M L =RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET (Version 3.99) EI CO = (Reference Design Note No. 6,(Second Edition), Jan. 23, 1986 Cutlet Channel I overt Eleua#ion: EI CH = JOB. ;Oak Park phase 4��- IES C ._ _.�_ _ _ Bed/Riprap Particle Density: (Default 2.64) _ DESIGNER 411512099 I rJ?rapThickness (2 5*D 5© recommended) ......._.. _..,.._,_ KWt MR CHECKER Date: -----------411512019; PT INPUT DATA _ ........ _ f# Conduit Diameter. ., _ _. _ _. _ O_- . 200 _. ft Condutt Discharge _ Q ___ cfs Conduit Slope at Outlet S - O. Cit; 11(11 Conduit Cutlet I avert Elevation:EI, C O ; 251.00 .......... ft Tapwater Elevation .. ................ _ EI _. ,. 250 00 _. ft __.. O Itlet Channel invert Elevation: _... EI# GH O K 4 ft __.. _.... _... Water Water Density:,-- __._--------------------------------- __.. RHO --- ..__ 1 M _ --..._.._-- - _....... _ Bed/Riprap Particle Density: (Default 2.64) RHES = 2.64' ft [3 50 Riprap Size:; R5 = 0.6` ... _ ft ,Riprap Thickness (2 *D 50 reca ended} _____RT=1 f f# Etedding Thickness. 5 inch min rec.) (Enter a for oeotextile)....._.. BT 50. . ft Side Slope °' 2,00: fVft_.._,_._.. Upstream End Slope Ramo: ... _.., Zlu - 4.0 ffif# ._.__..... Downstream End Supe Ratio: Zll 3.00: ftlft Con-bined End Slope Ratio: Z1 3.50 11111 OUTPUT POOL LOCATION AND DIMENSIONS. ............... Vert, Dist from Tai M ter to Conduit Invert: zp = 1.00, ft Submergence Check: (if Zp < 0, Use Zp = 0) Use Zp - 100; ft Beaching Check: fq(gD" 5)"0.5 <= (1.0+25*D,501D)J O.K. **BeCitlnC4fl#ralleCi** Distance fromCcduit Exit GfLP ool XM=1286; It Foot d at CIL Below Conduit I avert° +0 8zm 202 ft Pool Bottom Eley EI, PB 248-98 ft Pool Bottom Length. 2Lr2 - 0.86 ft Pool Bottom Width: 2Wr2 =: 0.89 f# .Upstream Pool Lentlth at Taftater Elev.:...... ..... .. . _ .. _. Lru ._ 4 51 ft Downstream Poco! Lente at Taituvater Elev.:__. _ .Leel mm 3.49. . ft .._._.. Pool Width at Taftater Elev.: 2Wr _; 4 89 ft Check Side Slope Ratio: (Wr> We) -._.. OX **Side Slope Ratio ZW'O.K.** ... .... .............................. Check Min. End Slope Ratio (Lru & Lrd >- Le) OIC **Erni Check -Upstream Length;. (Lru'-..Aro ._..._- � _.-._.._ _._.OX..---- **End Sl,pe Ratio ZIu O -K.**___ Pool Bottom Elev. at Bottom of Riprap: El, BR = 247.65 ft Pool Botto€n Elev, at Bottom of Bedding: EI, BB _ 247.1& ft OUTPUT --VOLUMES BELOW WATER SURFACE ELEVATION: ...... Volume of Excavation (measured from bottom surface of bedding): 1i pbs = 10.7 cu yd Volume of Rock Riprap V,rs = 5.6 ;cu yd' Volume of Bedding: V,bs = 4.6 cu yd Spreadsheet rtereloped by. D. Hartz Midyr s# NTC 1190 Spreadsheet_nx{dified by P . Pre schrrte er, Eau Claire TC, Wis., 3198 ,DeSt�n Nod E�ki 6 (Second EdltiOn) „Jan 23, -19$6 'Riprap Lined Plunge Pool for Cantilever Outlet' Natural Resources Conservation Service En ineeri Division Conduit Outlet Invert Elevation: EI CO = Tailwater Elevation: EI, TW = Cutlet Channel I overt Eleua#ion: EI CH = Water Density: _ _ RHO -- Bed/Riprap Particle Density: (Default 2.64) RHOS = Riprap Size ' _ RS.::` I rJ?rapThickness (2 5*D 5© recommended) ......._.. _..,.._,_ ...FST Roddinn Thu _kn--,,z rA inr-h rein ra:f � IF -n ar A'i'nr ru-ntmvfitGi.. PT 12019 €2119 --------------- ------------ Hoci t3onorn tiev t t N tj= t.! #t ?_001-99, Length ____.... _. 21x2 1 59 ft Pool Bottom Width _._...._._ _ 2Wr2 1.51 ft Qpstream Pool Length at Tai Elev.: _ Lru 8.46 ft ...... . Downstrearn Pool Length at TaiMater Elev:: Lrd = 6.55' f# Pool Width at.Tailvater Eley _ _.�.__,. �_.: M _._ 2Wr _ - 9 17 ........... ft Cheek Side Sipa Ratko Lrd = _ OX _ ....___ **Side Slope Ratio ZW O.K.** _ 2Wr - 8.211 _ Check Min. End Slope Ratio: (Lru & Lrd = Le) **End Slope Ratio Ziu O -K.** C7.FC. ape Ratio ZW 0,K** .. _.. ............ -........:. - _............ _..... - .... ...................- ....... Pool Bottom Elev. at Bo _t#am of Bedding. check Upstream [ t?nclih-- _ (Lru >.- ?) .... -N M. 242.67 ft O K *"End Slope Ratio ZIu OX** .___:_ .__... ... ......... Pool Bottom Elev. at Bottom of Riprap: El, BR = 23875. ft Pool Bottom Elev„ at Boom of„Beddiruf ._ . _. _ EI BB X238 25 f# OUTPUT _VOILUMES_BELOW WATER SURFACE ELEVATION .. z._..-. _ _...................... ... Volume of Excavation (measured from bottom ...... Design Note No. 6 (Second Edition), Jan- 23, 'ice surface of bedding): V,pbs = 252 epi yd Volume of Rock Riprap..................._._..-......- .. ._. _' r$. ,...__ 13.0 pad Volume of Bedding _ s I S readsheet developed D. Hurt; Midwest NTC 1/90 P. Pat? by ......_...._ ........ Spreadsheet modified by M. Dreischmeier. Eau Claire TC. Wis.. 31€38 we 1- ...._.___. Elul. .......2 i 2 0 .9 _... 1- ; ... i FOLK GPADATION ...... Size in B-0 100 % Passim_q - ..... Size in `B . _- 32.E _.__,.... .......... _ ........ - i _-100_._ __. _._._. _....._. 16.08Oak. _____... .. Parc Phase 4 - FES 200'_. . 60-85 - -12.06.__ LANDOVMEFt 25-W ..._._. _ 804 _ x-213 4.02 ........ DESIGNER, 0-5 1.608 ..__ _..... ISHEET C A- 1.5 M % Passing: Size in B-0 100 16.08 60-85 32.E 25-W 8.04 x-20 4.02 0-5 ...................... f 12" #57 STONE SEC71ONA-A _ B -B 2 -FES 500 1 07 1.. RT = 9.33 ft om Conduit Exit its C1L Pool _... ...._ --_.._ Xm 3. ..._.. .. 2.66; - ...... ft ...... .. ......... at C/L Below Conduit Invert .... - _._.. ?P+O.azm a .._. . -,... 3.29 ft nElev: ELPB ..-. 2252..79 _ ...................... f Downstream Pool Length at Taftater Elev.: 2Lr2 =1 ._ 1.41 T _ n Width _ _ - _ ._ 2Wr2 1.34 . ft �qpl Len hat Tailyaater Eley Lru =i 7 56 ft n Pool Length at Tailwater EL -v.: Lrd = _ 5.85 ft at TaiMater Elev.: _ 2Wr - 8.211 ft Slope Ratio: (Wr>=We) **End Slope Ratio Ziu O -K.** OX ape Ratio ZW 0,K** .. _.. ............ -........:. - _............ _..... - .... ...................- ....... Pool Bottom Elev. at Bo _t#am of Bedding. Ertl Slope Ratio'.......(Lru & Lrd > Le}.... 242.67 ft O )pe Ratios, O. K** .. . ... . . ......... .___:_ .__... ... ......... xeam Length; (Lru > XM), _ _ Q t£ ................ ?pe Ratio Zlu O.K.** .... . )1,bs - 6.5 itiu yd i Elev. at Bottom of Riprap: i EI, BR 251.461 ft :._ '.._ 11-0 7-4 ae Pool for Cantilever Out Conservation Service 9n Conduit Discharge: _ Q Conduit Sipe at Ouffet S Conduit Outlet Invert Elevations: EI, GO TaiMater Elevation .. ........... _. - _ _ 1 '=L TW Outlet Channel Invert Elevation: __. . _. _ _ EL CH -----_---_.------------------------------------..-----------L-------. )CATION AND DI MENSIONS er.ti3 Conduit Invert =?P =.. � ._ t 1 R: (if Zn e 0 Use Zn =til Pawl Bottom Elev: El PB 2"-50! ft Pool Bottom Le tt: 2Lr2 321 t Pool Bottom 21Ni-2 1.96: ft _Width: U earn Pool Length ily a r Elev` _ .. _..... at Ta _-. _. Lru 6X80 ft Downstream Pool Length at Taftater Elev.: Lrd =T 5.30' ft Pool Width at Tai Meter Eley: 2Wr =1 7,1& #t Check Side Slope Ratio: (Wry=We) C3_K f **Side Slow Ratio ZW O.K-* Check Min. End Slope Ratio: (Lru & Lrd>_ Le) _ o K **End Slope Ratios O.K.* i Check Upstream Length: (Lru >= Xrn) OX. **End Slope Ratio Ziu O -K.** i Pool Bottom Elev. at Bottom of Ripraps- El, BR _ 243.37; ft Pool Bottom Elev. at Bo _t#am of Bedding. - El, BB -' 242.67 ft OUTPUT ---VOLUMES BELOW WATER SURFACE ELEVATION: Volume of Excavation (measured from bottom surface of bedding): Y,T 17-3 1cuyd Volume of Rock Riprap: 9.9 1cu yd Volume of Bedding. )1,bs - 6.5 itiu yd Spreadsheet developed by D. Hurtz, Midwest NTC, 1111 h i Spreadsheet modified by M. Dreischmeier, Eau Claire TC, Wis-, 3(98 Design Note No. 6 (Second Edition), Jan- 23, 'ice "Riprap Lined Plunge Fool for Cantilever Outlet Natural Resources Conservation Service Engineering Division _ s I °°aaaaOQQQOpp#O CAno °O°o O SSS19 Lr��o�, a SEAL = 7 f� R 023728 o 0 1_° th oQaoaag0°�o°°o E 0 v r vi C) r 1�0 o r E N E LU U - 0 y ion LU U C� N ¢LL- o z °- U.LU 0 N M °- _ CO c~i z� J x to w t0 p p o Ln �Ln 0 •L � Vl o °D w ri L J LU Ui D O ,2 V^^ �J 1..6 F- 0 0 LU > w w = Q z O DATE 05/06/19 D 0 DRAWN BY B. INGE DESIGNED BY . 8. INGE • CHECKED BY . K. ROBERTS • SCALE . N/A o L -00 W :� a0 �V) Z 0 o � c o r- � o Wc c o a C LV / / O >_ U a Q` �r a c a� O 3 U UQ) 0) L/ / O L O Q � X h -I C N z � z Q .- wo 1- z�o Wo z � `W`// o ULU S L U H Q �� t� 0 o J ;;P � C O Q H w Q Z O O z zE0 J F -I Q L W° 5) O tL C a 0 U O o� ��-0 UU z Z 0 z P g vrn 0 0 z �° �Q oC o o� > O > o A U i■�i2i� O U i • O N t E L O O a C :3 0-0 7 U ._ O to � U N O � U > N cn O a� 30B NO. a 37500 a 3 C 0 � O SHEET NO. Q a a C7.6 P- a WALKWAY PAVILION CONCRETE WALKWAY SHELTER PAVILION OPEN SPACE / AREA #2 15,080 S.F. \ POSED EAST BOUND FT TURN LANE AT / NOTES L ROJECT ENTRANCE �VQ " / 0.851 AC. 1. Street Trees are to be located within the Public Street Tree Easement, Refer to Section 7.1-L.1a of the Q` UDO for location of easement. PIN: 1629-04-21 fp \ 2. Stormwater devices shall be screened on all sides with evergreen shrubs maintained at a minimum height of WAYLON & FRANCES W L� \ four feet. Refer to Section 7.1-M.3 of the UDO. ` ZONING-R-40!`1,� �� 3. All landscaping should be installed and maintained in accordance with the Planting Manual found in Appendix USE -SINGLE FAMILY `C`C E of the Town of Garner's UDO. 0IV �G 4. After clearing, please call Town of Garner Planning Department Q 772-4688 to arrange for field inspections 0–EBH / S52°00 35 E of Buffers. If the existing trees are not sufficient to meet the Town of Garner code additional plant material 296.97 \ will be required at the direction of the Planning Department. 36 -WO / 20' STREET TREE & SIGN EASEMENT \ ,. 5. Areas to be mulched shall use 2-4" fine textured organic mulch, SIGN .� 6. Street trees to be planted by each builder prior to receiving C.O. for house. Department completes field inspection of buffers. PROPOSED ROAD WIDENING NEW BETHEL ROAD 7. Landscape buffer along western boundary will be installed by the developer and maintenance, restrictions etc. � OF 41' B/B IN 70' R/W 1 ��\ \ will be addressed in the homeowner's restrictive covenants. \�\�\ 15 X500 SIGHT DISTANCE TRIANGLES' \ \ j \ 2 `\ \, \ . �'� \ \ 28–WO S51 16"E °42 311.51 PLANT LIST - Street Trees C GjA,_, \ EX. VEGETATION TO REMAIN KEY BOTANICAL NAME; COMMOM ME QTY. SIZE HEIGHT ROOT COMMENTS ALONG NEW BETHEL TO SCREEN 2 Zelkc'vascheideriana Zelkova155 2.5" CA 8'Min. BSB l'- NEW HOMES FROM STREET . ' � '• � ` "" -- V , � .� \ \ WO Qclerclas phTMllts WiIIo1nt Qak 1:11. 2."° Cal. 8' Min', B&1 ''' `1, ►Q IF AREAS ALONG NEW BETHEL J r ! SIGN PIN: 1629-03-8995 PO Quercus acutissima Sawtooth Oak 10 2.5" Cal. 8'Min. R& '; • � / ��,. CHURCH ROAD LACK SUFFICIENT DANIEL & PEGGY TINGEN / _ � er �► / ,� VEGETATION THEN THE AREAS WILL CP Pistaciachinensis eithDavey Chinese Pi the 9 2,5 Cal.8 1 --- / . SCREENED IN THE SAME MANNER AS ZONING–R-30 145 � I AI UIr11Lts americana'Princeton' Aerit� Elm 95 2,5" Cal. 8'Min. B&B't i /-�'`�`. LOTS 1 & 163. USE–SINGLE FAMILY 146 =� � )• ATTENTION CONTRACTORS _ z If x -I* ~�/-:%/"�–� /\�� `v"iQ �� PIN: 1629-24-2350 `n Etr \` BANK OF AMERICA The Construction Contractor is required to contact ZONING–R-30 Engineering Department at 919-773-4425 or mkin Q ornernc. ov to schedule a re construction meeting USE–VACANT 9 9 9 p 9 prior to obtaining building permits for this plan. 147 �� / r I I ` �'j� �'ia 20 SIGN TREE ' � � tI & SGN % <\ 168 I 'I Q EASEMENT / � 4 --_--4 169 ' \ / 1, 3 \ ; HiQ - o 148 j'��% ��r \\\.\� . _ -�� { ,� ��" ' '� '� 170 Q� 167 > / r , , / ! /) ,7171 -i 149 j �� ' eoR <19- A�' i e o 72 166 >, c / 5 �; / 152 1 \ �tl�Olr 151 �� tt, 150 �, 173 11 6 `? ' \'� \`�l \`�•\\ i ;'i' 165(14 -PO PROPOSED SIGHT DISTANCE 164 •' 174 TRIANGLE (TYP.)� / PIN: 1619-93-8515 _ ' /153,'f l '' l /' !r--7 - `\� ,,\ 163 `� A: 175 ` BOBBY RAYNOR & MARGARET RAYNOR _ ` 1, ` 54 ,l 1 i' 1 1, lr~`_7Fr- 15'X500' --j'\\ SIGHT DISTANCE TRIANGLES -TAPER BACK TO N48°04'27"W EXIST. PAVEMENT 73.20' N58°04'27"W 97.52' ZONING—R-40 it - x �` 1 / j,r/11,156 1 1 1/ ,If 1 1 1 1 ! `\`\ \\``\ �,' J�'v`G /' `\\\ ,Qt O4 �•\�, �\ USE–VACANT 8 1 - L - ' 11561%,157 1 JI 11,1 1 + \ .\ 162 \ o . < L_ l l' l 1% ! ' l `,`\ > rO �\ 176 ` ' �L'Q- �� L, l�, 115811 1159 '\, ` \x\ i� ,'11\ w s ! �F�C►� ti "7,21=1.i� �� ^� – 1 L 1r'J , ' ``` 161 ` \\\ / f �� > ��\ 177 PROPOSED SIDEWALK (TYP.) I, 10 `? ,r 137- 1, /r `` I l' ', ,4 ��.1' ','`\ �`\ 178 ``\i { \ \ i 1 _ ` 144; Il il',1i i , r 1 1. `^"►.? 'C o -w . 3Z' ` ♦ v' 0 ` ` \ \ ! / \ \ t _ J Il �l 1421 / PROPOSED LOT LINES (TYP.) I�, 1i -// /,',/ 141,1 1 1401/ i �`` �1, , /1', /1139/ 1 39,//138/// ,1 12 , o , �-, ,1 �J 1 1 137,/�^\\ I/ 13 - 1 4 1 X21 11 ' jl 1,' �` - _ , %-'136 1 -113% Ij / , PROPOSED HC RAMP (TYP.) r �,` _�1 ,' 114 -� 1 /, 115 25 PERIMETER // 1 - / / /' E 135' { �, r FFR t ` C ^! { LANDSCAPE BU E 1 �Q M"=• �Y 4 II� _\._j YNC �' 116 PIN: 1619-81-5817 I,1 1 j r• ss'PUklcra.o \ t �__'�, BOBBY RAYNOR /�_ 1 r� .. 2x'88 .w. \ 1 ,. \�` 134 J ZONING -R? 30 �i�l ' / 15%'C�P\� 7, • r- 121 ; 1' 1/'�\ J' �,�, 133 O 11–C —,l.– 1 - k�v x -11–E 2 -KD 100.0' S63°27'`- 181.36' �TYPiCAL 25!BUFFER ..l.pp SECTION) SCALE:- N. T.S. -50' NEUSE RIPARIAN BUFFER 50' FROM TOP OF BANK QOtQ ,? 14�a �4 1 9+ I I I " KEY BOTANICAL NAME a • sv,,�j /� t ` li RM �1`R ALTUMN FLAME MAPLE 2 IP" B&B LP PINUS TAEDA LOBLOLLY PINE tip v";:''�il��iiz�� _ �;5� �•�"; • x1 If ..... a KOUSA DOGWOOD 7��` �'.II\ E EUONa"4SUSKIAUTSCHOVICUS'RRANHATTAN' MANHATTANEUONYMUS 36' maw . :4 —„2�//€�-, ILEX X 'EMILY BRUNER' EMILY BRUNER HOLLY WPM I I I ILII I IIIV I CONT. f a O 11–C —,l.– 1 - k�v x -11–E 2 -KD 100.0' S63°27'`- 181.36' �TYPiCAL 25!BUFFER ..l.pp SECTION) SCALE:- N. T.S. -50' NEUSE RIPARIAN BUFFER 50' FROM TOP OF BANK QOtQ ,? 14�a �4 __ ,' /,rJl 120; 117 25 PERIMETER ----_ -� l'1 1 '` ' --'` �\ ` �• ��, '` LANDSCAPE BUFFER SEE NOTE #7 !il 17 �`;--_11,1 119 //�\`�:\ ,' �-�� 132 10' STREET TREE L- --_--- , i \ ( ,//� I 118 \\\ ��` c�\ :�/��' ��tl 1d9 7 EASEMENT (TYP.)-_-- _ __� \� \ , �. r\ 131 j�. ` �\ /1 I11 122 �` \` 130 10�$ ) 123 -19 129 m 128\ `�` PARKING AREA /�``\�c�~ 20 ,� 124 , l /�` \\�\ 127\\\\ .11 ,� j °i ,'� MAIL KIOSK ' 01 2\3 -AE /1,� \\�\\ \ ��- •' �<\ 106 \126 \ �\ ,> - e \',\ \125 I11 \ \� > `' va'�`\G - \ '• \ 105 23 1 9+ I I I " KEY BOTANICAL NAME a • sv,,�j /� t ` li RM �1`R ALTUMN FLAME MAPLE 2 IP" B&B LP PINUS TAEDA LOBLOLLY PINE tip v";:''�il��iiz�� _ �;5� �•�"; • CORNUS KOUSA 'MILKY WAY' KOUSA DOGWOOD I I i" B&B E EUONa"4SUSKIAUTSCHOVICUS'RRANHATTAN' MANHATTANEUONYMUS 36' maw . :4 EBH ILEX X 'EMILY BRUNER' EMILY BRUNER HOLLY 36" CONT. Q 1 z (D t . . • • i i PROPOSED �I� ISI 11 �� r • ra rf � < yi1r1 * ' i EASEMENT j 7 • : __ ,' /,rJl 120; 117 25 PERIMETER ----_ -� l'1 1 '` ' --'` �\ ` �• ��, '` LANDSCAPE BUFFER SEE NOTE #7 !il 17 �`;--_11,1 119 //�\`�:\ ,' �-�� 132 10' STREET TREE L- --_--- , i \ ( ,//� I 118 \\\ ��` c�\ :�/��' ��tl 1d9 7 EASEMENT (TYP.)-_-- _ __� \� \ , �. r\ 131 j�. ` �\ /1 I11 122 �` \` 130 10�$ ) 123 -19 129 m 128\ `�` PARKING AREA /�``\�c�~ 20 ,� 124 , l /�` \\�\ 127\\\\ .11 ,� j °i ,'� MAIL KIOSK ' 01 2\3 -AE /1,� \\�\\ \ ��- •' �<\ 106 \126 \ �\ ,> - e \',\ \125 I11 \ \� > `' va'�`\G - \ '• \ 105 23 25' BUFFER PLANT LIST " KEY BOTANICAL NAME a • sv,,�j /� t ` li RM ACER RUBRUM ATM. FLAME ALTUMN FLAME MAPLE 2 IP" B&B LP PINUS TAEDA LOBLOLLY PINE 2 7 . " B&B KD CORNUS KOUSA 'MILKY WAY' KOUSA DOGWOOD I I i" B&B E EUONa"4SUSKIAUTSCHOVICUS'RRANHATTAN' MANHATTANEUONYMUS 36' CONT. EBH ILEX X 'EMILY BRUNER' EMILY BRUNER HOLLY 36" CONT. Q 1 z (D t A�T�" j 7 • : 25' BUFFER PLANT LIST KEY BOTANICAL NAME COMMON NAME SIZE ROOT QUAN. RFMARKS li RM ACER RUBRUM ATM. FLAME ALTUMN FLAME MAPLE 2 IP" B&B LP PINUS TAEDA LOBLOLLY PINE 2 7 . " B&B KD CORNUS KOUSA 'MILKY WAY' KOUSA DOGWOOD I I i" B&B E EUONa"4SUSKIAUTSCHOVICUS'RRANHATTAN' MANHATTANEUONYMUS 36' CONT. EBH ILEX X 'EMILY BRUNER' EMILY BRUNER HOLLY 36" CONT. Q 1 z (D 25' West BUFFER YARD TOTAL AREA OF BUFFER = 87,498 S.F. 87,498 S.F. / 300 292 TREES REQUIRED 292 TREE PROVIDED 87,498 S.F. 175 1167 SHRUBS REQUIRED 1167 SHRUBS PROVIDED do not top tree hole diometer GENERAL PLANTING NOTES up #0 2" coi.,twice boll diam. greater than 2", 2' larger than bait 1. VERIFICATION OF TOTAL OUANITIES AS SHDWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL QUANITIES SHALL BE 2 pieces reinforced rubber hose REQUIRED ON THE PLANTING PLAN. 2. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS 12 90, galvanized wire ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. allow for deflection 3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 2"x2"x9' treated k 'Sc " eo d sto e 2 2x6' 4. SET TOP OF ROOT BALL 6"-8" ABOVE GRADE, PREPARE ENTIRE BED, NOT INDIVIDUALLY. tomp bockfiii in 6" layers 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. bockfill with excavated material 6. FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED and 5% mox. organics AT MANUFACTURERS RECCOMENDED RATE. _ 4" mulch as specified 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. 8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. undisturbed subgrode 9. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES settle oil plantings with woter OR STRUCTURES. 1D. OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND remove burlap and wire from top ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED LARGE TREE remove reinforcement after 1 year SMALL TREE VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE carefully prune oil damaged roots and branches ORDINANCE. 11. REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT. 4" min. mulch layer 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION OF THE PROJECT LANDSCAPE ARCHITECT. set top of root boll 6"-8" above grade 13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY. prepare entire bed, not individually. A �T € SHRUB BED PLANTING PLANTING ING DETAILS I� •/ • j I DOAN BRYAN ZONING -R-30 :z Oft • • • .O �� ., 0 x PRELOMORY PLANS — I01 rOR C014STRUCTM THIS NOTE WILL BE REMOVED UPON FINAL APPROVAL OF GOVERNMENTAL AGENCY APPROVING THE PLANS xDO NOT BID THIS SET OF PLANS UNTIL LABELED Aa "APPROVED FOR CMTRtJC'►K1N” TMTLA ASSOCIATED IS IN NO PART F RESPONSIBLE FOR BIDS OR BID CHANGES. xOWNER/DEVELOPER/SURVEYOR SHALL OBTAIN FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER PRIOR TO CONSTRUCTION STAKING. w THE CLIENT SHALL BE FULLY RESPONSIBLE FOR THE EXPLORATION AND IDENTIFICATION OF ALL SUB—SURFACE CONDITIONS ON THE SITE AND SHALL PROVIDE ANY AND ALL INFORMATION TO THE DESIGN TEAM. x THE CLIENT/DEVELOPER SHALL FULLY REVIEW AND UNDERSTAND THE INFORMATION DEPICTED ON THESE PLANS AND SHALL APPROVE THE RELEASE OF THESE PLANS TO BE SENT OUT FOR CONSTRUCTION. OWNER: PATE- - a TWS DRANIIING IS THE PNKRTY OF TMTLA ASSOCIATES AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. xITIS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST GRAPHIC SCALE DD D 5D IDD 2DD 4DD ( IN FEET ) 1 inch = 100 ft. ip NO. C-551 i .9t �. ..• 'moi 9 ••••••••••'• qos" 2/18/19 REVISIONS: 1;'7/16—Revised per Town Comments 2/1/16—Revised per Town Comments 2,125/16—Revised per Town Comments 3/08/16—Revised per Town Comments 9!29/16—Revised per Town Comments 2;27/18—Revised tree sove orea and entry sign 51/04/18—Added HC porking and updoted bose to opproved CD's 12/17/18—CUP Modificotion 2;'18/19—CUP Modificotion Revisions Z li LU r/ O Q �U t,,,J r— LU Z n —Ngo-- LU Uj z <3z O LLJ Q 1 z (D SCALE: 1I'=100' DRAWN BY: JML PROJECT # 15054 DATE: 12/01/15 SHEET L-4 OF • SIA � la �� ' —L L10 L13 L14 11 L 2 7 � -SANITARY SEWER & PUMP =� STATION ACCESS EASEMENT 517F do not top tree M 34.80' 1 L28 14-16' HT 91.75' Ls NSM W 1. VERIFICATION OF TOTAL OUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE 6' HT. i RESPONSIBILITY OF THE PLANTING CONTRACTOR. AND THE TOTAL OUANITIES SHALL BE • 0 REOUIRED ON THE PLANTING PLAN, 15- 50' CONSERVATION BUFFER 2. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS SEWER PUMP STATION 12 go. galvanized wire 50' NEUSE RIPARIAN BUFFER ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 50' FROM TOP OF BANK L31 100 YEAR FLOODPLAIN GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) I inch = 100 ft. L11 L12 L15 Chinese Pest ch Arrterica,n Elm pit i BOTANICAL 517F do not top tree QTY. CM s GENERAL PLANTING NOTES 14-16' HT hole diameter up to 2" col.,twice boll diom. 6 NSM Chinese Pest ch Arrterica,n Elm NOTES 190 f/ �- �2 1. Street Trees are to be located within the Public Street Tree Easement. Refer to Section Y+'l� 7.1-L.1 a of the UDO for location of easement. 2. Stormwater devices shall be screened on all sides with evergreen shrubs maintained at a 42.00 'f i -, ! '� minimum height of four feet. Refer to Section 7.1-M.3 of the UDO. L 191 J r !197 !! 3. All landscaping should be installed and maintained in accordance with the Planting Manual 38 L1 �`� . , t t found in Appendix E of the Town of Garners UDO. 4. After clearing, please call Town of Garner Planning p De artment C 772-4688 to arrange for field inspections of Buffers. If the existing treesare not sufficient to meet the Town of —L2 7soS �\ 192 Garner code additional plant material will be required at the direction of the Planning 196 t Department. L3 83fb �� ✓ ��`� !! 5. Areas to be mulched shall use 2-4" fine textured organic mulch. X36, 19 % Ji \� l �t 6. Street trees to be planted by each builder prior to receiving C.O. for house. J \ ; Department completes field inspection of buffers. L5195 \'j 7. Median plantings to be maintained by the HOA. PROPOSED 50' PUBLIC \\tet/ �r`z� y 8. Buffer plantings shall be installed by the builder prior to receiving C.O. GREENWAY EASEMENT � ' 36 -PO \�\J — L6 3yS38 194 PIN: 1629-00-3386 SHERRY FURGUSON, WINTON BUFFALOE & L8 DEAN BUFFALOE ZONING -R-30 P� X008 USE -VACANT �� `24 IPF PROPOSED 50' PUBLIC GREENWAY EASEMENT E 15 -VL ``around 1 coltsknn 6 -KR `. 8 -DLP '% / a SIGN WALL/ ' 3 -CM 9-NSH ° ,,8 -AB //'6 -KR DECORA.7rIYE , FENCE/ ' Cry WN / 1 • / 1 s 1 � � s 1 • 1 ' i 1 ' i i 1' VL ,,NNUALS 6 -DS j 50 -VL ANNUALS -� around column 8 -AB 6 -KR 9-NSH / BOTANICAL NAME COMMON NAME 517F do not top tree QTY. CM Lagerstroemia indica 'Tuscarora' GENERAL PLANTING NOTES 14-16' HT hole diameter up to 2" col.,twice boll diom. 6 NSM greater than 2", 2' forger than boli 1. VERIFICATION OF TOTAL OUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE 6' HT. i RESPONSIBILITY OF THE PLANTING CONTRACTOR. AND THE TOTAL OUANITIES SHALL BE • 2 pieces reinforced rubber hose REOUIRED ON THE PLANTING PLAN, 15- ar nd olumn .SIGN WALK/` FENCE 2. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS KR 12 go. galvanized wire Red Knockout Rose ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. NOTES 190 f/ �- �2 1. Street Trees are to be located within the Public Street Tree Easement. Refer to Section Y+'l� 7.1-L.1 a of the UDO for location of easement. 2. Stormwater devices shall be screened on all sides with evergreen shrubs maintained at a 42.00 'f i -, ! '� minimum height of four feet. Refer to Section 7.1-M.3 of the UDO. L 191 J r !197 !! 3. All landscaping should be installed and maintained in accordance with the Planting Manual 38 L1 �`� . , t t found in Appendix E of the Town of Garners UDO. 4. After clearing, please call Town of Garner Planning p De artment C 772-4688 to arrange for field inspections of Buffers. If the existing treesare not sufficient to meet the Town of —L2 7soS �\ 192 Garner code additional plant material will be required at the direction of the Planning 196 t Department. L3 83fb �� ✓ ��`� !! 5. Areas to be mulched shall use 2-4" fine textured organic mulch. X36, 19 % Ji \� l �t 6. Street trees to be planted by each builder prior to receiving C.O. for house. J \ ; Department completes field inspection of buffers. L5195 \'j 7. Median plantings to be maintained by the HOA. PROPOSED 50' PUBLIC \\tet/ �r`z� y 8. Buffer plantings shall be installed by the builder prior to receiving C.O. GREENWAY EASEMENT � ' 36 -PO \�\J — L6 3yS38 194 PIN: 1629-00-3386 SHERRY FURGUSON, WINTON BUFFALOE & L8 DEAN BUFFALOE ZONING -R-30 P� X008 USE -VACANT �� `24 IPF PROPOSED 50' PUBLIC GREENWAY EASEMENT E 15 -VL ``around 1 coltsknn 6 -KR `. 8 -DLP '% / a SIGN WALL/ ' 3 -CM 9-NSH ° ,,8 -AB //'6 -KR DECORA.7rIYE , FENCE/ ' Cry WN / 1 • / 1 s 1 � � s 1 • 1 ' i 1 ' i i 1' VL ,,NNUALS 6 -DS j 50 -VL ANNUALS -� around column 8 -AB 6 -KR 9-NSH / ATTENTION CONTRACTORS The Construction Contractor is required to contact Engineering Department at 919-773-4425 or mkingQgarnernc.gov to schedule a pre construction meeting prior to obtaining building permits for this plan. 6 -DS — 7;1 BOTANICAL NAME COMMON NAME 517F do not top tree QTY. CM Lagerstroemia indica 'Tuscarora' GENERAL PLANTING NOTES 14-16' HT hole diameter up to 2" col.,twice boll diom. 6 NSM greater than 2", 2' forger than boli 1. VERIFICATION OF TOTAL OUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE 6' HT. B&B RESPONSIBILITY OF THE PLANTING CONTRACTOR. AND THE TOTAL OUANITIES SHALL BE 4 2 pieces reinforced rubber hose REOUIRED ON THE PLANTING PLAN, 15- ar nd olumn .SIGN WALK/` FENCE 2. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS KR 12 go. galvanized wire Red Knockout Rose ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. Cont. 24 allow for deflection Distylium 'Vintage Jade' 3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING 15" Cont. COLUMN VL PLANTING. Variegated Liriope 15 -VL around column 2"x2'x9' treated stoke 2"x2'x6' 130 4. SET TOP OF ROOT BALL 6"-8" ABOVE GRADE, PREPARE ENTIRE BED, Loropetalum chinensis vr. 'Daruma Compacta" Daruma Loropetalum 15" NOT INDIVIDUALLY. LANDSCAPING Annuals tomp bockfill in 6" layers 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. EASEMENT Cont. bock£ill with excavated material 6. FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EOUAL TO BE APPLIED A and 5% mox. organics AT MANUFACTURERS RECCOMENDED RATE. I 4" mulch as specified 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. it 8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. undisturbed subgrade 9. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES - settle all plantings with water OR STRUCTURES. 10, OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND LARGE TREE remove burlap and wire from top SMALL TREE ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED remove reinforcement otter I year VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE carefully prune oil damaged roots and branches ORDINANCE. 11. REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT. 4" min. mulch toyer 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION OF THE PROJECT LANDSCAPE ARCHITECT. set top of root boll 6"-8" above grade 13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN OUALITY. prepare entire bed. not individually. - - PLANTING DETAILS SHRUB BED PLANTING ATTENTION CONTRACTORS The Construction Contractor is required to contact Engineering Department at 919-773-4425 or mkingQgarnernc.gov to schedule a pre construction meeting prior to obtaining building permits for this plan. 6 -DS — 7;1 PLANT LIST- SIGN PLAN MONUMENT KEY BOTANICAL NAME COMMON NAME 517F ROOT QTY. CM Lagerstroemia indica 'Tuscarora' 0 14-16' HT B&B 6 NSM Ilex x 'Nellie R Stevens' Nellie Stevens Holly 6' HT. B&B 18 4 DECORATIVE Abelia 15- ar nd olumn .SIGN WALK/` FENCE 8 -DLP KR j�Q` Red Knockout Rose ` 6 -KR ` Cont. 24 �/ Distylium 'Vintage Jade' Vintage Jade Distylium 15" Cont. COLUMN VL Lidope muscad 'Variegata' Variegated Liriope 15 -VL around column Cont. 130 ` Loropetalum chinensis vr. 'Daruma Compacta" Daruma Loropetalum 15" Cont. LANDSCAPING Annuals Seasonal Annuals EASEMENT Cont. Sign Landscape Plan A i SCALE: 1"=20' PLANT LIST- SIGN PLAN MONUMENT KEY BOTANICAL NAME COMMON NAME 517F ROOT QTY. CM Lagerstroemia indica 'Tuscarora' Tuscarora Crape Myrtle 14-16' HT B&B 6 NSM Ilex x 'Nellie R Stevens' Nellie Stevens Holly 6' HT. B&B 18 AB Abelia grandiflora'Little Richard' Abelia 18" Cont. 30 KR Rosa x 'Red Knockout' Red Knockout Rose 18" Cont. 24 DS Distylium 'Vintage Jade' Vintage Jade Distylium 15" Cont. 12 VL Lidope muscad 'Variegata' Variegated Liriope 1 gal Cont. 130 DLP Loropetalum chinensis vr. 'Daruma Compacta" Daruma Loropetalum 15" Cont. 16 Annuals Seasonal Annuals 6" Cont. 140 SF N PR1kt1WNARY PLANS - NOT FGR CONSTMXTM THIS NOTE WILL BE REMOVED UPON FINAL APPROVAL OF GOVERNMENTAL AGENCY APPROVING THE PLANS *DO NOT BID THIS SET OF PLANS UNTIL LABELED "APPROVEO FGR CGNSTRtiCW TMTLA ASSOCIATED IS IN NO PART RESPONSIBLE FOR BIDS OR BID CHANGES. +OWNER/DEVELOPER/SURVEYOR SHALL OBTAIN FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER PRIOR TO CONSTRUCTION STAKING. *THE CLIENT SHALL BE FULLY RESPONSIBLE FOR THE EXPLORATION AND IDENTIFICATION OF ALL SUB -SURFACE CONDITIONS ON THE SITE AND SHALL PROVIDE ANY AND ALL INFORMATION TO THE DESIGN TEAM. *THE CLIENT/DEVELOPER SHALL FULLY REVIEW AND UNDERSTAND THE INFORMATION DEPICTED ON THESE PLANS AND SHALL APPROVE THE RELEASE OF THESE PLANS TO BE SENT OUT FOR CONSTRUCTION, OWNER: DATE: rt THIS ORAS IS THE PROPERTY GF TMTLA ASSOCIATES AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. +t1T IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REOUEST. i \aN MUS T Cp' ITY ,© 4� ,A A ,o Q Z > M ICN F CIN ;11 + `++++CAR urrttttt T •s 'iii 7�- i Na C-551 ? - • • 42 DEO' I s ,p • a ••.;..�••• Cr �� 1 OBA 11I1LA ASMIES 01 ��a,�klt$f11JJyt 2/18/19 } REVISIONS: 1;'7/16 -Revised per Town Comments 2;/1/16 -Revised per Town Comments 2% 25/16 -Revised per Town Comments 3;'08/16 -Revised per Town Comments 9/29/16 -Revised per Town Comments 2;27/18 -Revised tree save area and entry sign 5//04/18 -Added HC parking and updated base to approved CD's 12./17/18 -CUP Modification 2%18/19 -CUP Modification Revisions z Q Q W Q < O Ie Ut-+- LU z Q LULU L LL! z < CO Z ce .._t LU z Q (7 SCALE: 1 "=100' DRAWN BY: JML PROJECT # 15054 DATE: 12/01/15 SHEET L-5 OF >5' 5' RIGHT OF WAY 10' :4 5' 5' 14.5' 210'-13/13 .14.5' 13' SII)EWAI.X 81101.71,I)ER GRAS '-')' STRIP TREE - EASEMIJNT c 5 1 AIATY-- ,"-,TRII, 3:1 MAX. 1/2"PER' FT. & 2" 1-2 ASPIlAf,T Gt;"TTER lo, TIISFE E �EMENT I 3:1 MAX. to 9-' B/B STREET SECTION NTS CHAIN LINK FENCING TO THE FOLLOWING STANDARDS: - CAN/CCSB-138.1-96 FABRIC FOR CHAIN LINK FENCE - CAN/CGSB-138.2-96 STEEL FRAMEWORK FOR CHAIN LINK FENCE - CAN/CGSB-138.3-96 FENCE, CHAIN LINK - INSTALLATION - CAN/CGSB-138.4-96 FENCE, CHAIN LINK, GATES 10'-0" MAX. 10'-0" MAX. CORNER POST RAIL END LINE POST 1-3/4" DIA. TOP CAP (TYP.) ASSEMBLY CAP (TYP.) RAIL (BLACK VINYL F COATED STEEL PIPE) TENSION BANDS 50' R'IGIIT OF WAY 12. 5' 2,5>' B/B 12.5' 60' RIGHT OF WAY 10' .10' I 4' 5' " I 5' I 16' 32'--B/B i.6' I 5 5* 4' , 1� 10, , SIDEWAIX ----I 10 TREE - SIDEWAI,K GRAS- STRIP' L—TI1 EE EASEMENT ERASS STRIP TREE - I f MESH < L—TF 111 EASEMIAT C EASEMENT DRAWN BY: STRI I BLACK VINYL PROJECT # 5 I. TIP, TY STRII: 3:1 IAA. 3: STRI P 1/121"PEIR� FT. COATED CHAIN 12/01/15 3: ;3:1 ........................ 1, 4 F 'ER l;T 1 2 11 1 E R FT. GIIJTTER 24"(17RI3 & TENSION BAR 2" 1-2 ASPHALT G1;" T ER' STREET 8" C'AI3C 321 B/B STREET SECTION NTS TENSION BANDS 50' R'IGIIT OF WAY 12. 5' 2,5>' B/B 12.5' 12.5' 10' SIDEWAI,K 20' A'--','PIIAIA` < 0 r, (3RAS'' STRIP T — ----- I Uj z TREE - LIJ Uj L—TI1 EE EASEMENT C LIJ 0 0 f MESH < SCALE: 5' I,."IIATY lo DRAWN BY: STRI I BLACK VINYL PROJECT # 15054 3:1 IAA. 3: —11 /4"PER FT. 1/121"PEIR� FT. COATED CHAIN 12/01/15 2" 1-2 ASPIIAIA' GIIJTTER LINK FENCE TENSION BAR 25' B/B ONE-WAY ROUNDABOUT STREET MA NTS 3-1/2' DIA. TERMINAL POST (BLACK VINTL X, �y X\� x r > > EASTING GA. TENSION /K x TE SI GRADE WIRE DIA. 5000 P.S.I. (28 6* DIA. 5000 P.S.I. (28 i., I > Y, ", . y DAYS) CONCRETE PIER TO BE TIED TO TO 0 CORNER POSTS (TYP.) FENCING P 0 EACH POST (TYP.) DAYS) CONCRETE PIERS A\ NOTE - RAILS AND LINE POSTS WITH # 9 GA. WIRE SPACED x GRANULAR AT 12". MATERIAL ATERIAL < BRACE ALL CORNERS & TERMINAL POSTS WITH 1-3/4 GALVANIZED 0 STEEL PIPE & APPROPRIATE FASTENERS. DETAIL @ CHAIN LINK FENCE 12" "N SCALE: N.T.S.' 0 0 0 0 1. S R 0 S� + E'7 S' 2-1/2" DIA. INTERMEDIATE POST (BLACK VINYL COATED PIPE) b I Zo ^W, RIGHT OF if'�Y 5' 5 18' SIDEWALK SI OULDM GRASS S'I I'll' - UTILITY EXT' ND EXISTING VEMENT �t3' k -1) ADD CURB & GUTTER 3:1 \IAX. 2"E kSPIIAIT G UTTE'll' 8" CABC 1/2 411 B/B WIDENING_ NTS NEW BETHEL CHURCH ROAD NC SR 2703 10' 5' 50' R'IGIIT OF WAY 12. 5' 2,5>' B/B 12.5' 12.5' 10' SIDEWAI,K 20' A'--','PIIAIA` < 0 r, (3RAS'' STRIP T — ----- I Uj z TREE - LIJ Uj L—TI1 EE EASEMENT C LIJ 0 0 EASEMENT < SCALE: 5' I,."IIATY lo DRAWN BY: STRI I JML PROJECT # 15054 3:1 IAA. 3: —11 /4"PER FT. 1/121"PEIR� FT. 12/01/15 2" 1-2 ASPIIAIA' GIIJTTER £3" CA 13 C' 25' B/B ONE-WAY ROUNDABOUT STREET SECTION NTS REVISIONS Tony M. Tate MAIL KIOSK ELEVATION DATE REVISION Landscape Architecture, PA SCALE: NOT TO SCALE REVISIONS: 1//7/16 -Revised per Town Comments 211/16 -Revised per Town Comments 2/25/16 -Revised per Town Comments 3/08/16 -Revised per Town Comments �z rvo q < < 0 r, Uj z < LIJ Uj CO z LIJ 0 0 LU -7 < SCALE: 1'E=100' DRAWN BY: JML PROJECT # 15054 DATE: 12/01/15 o REVISIONS Tony M. Tate MAIL KIOSK ELEVATION DATE REVISION Landscape Architecture, PA SCALE: NOT TO SCALE REVISIONS: 1//7/16 -Revised per Town Comments 211/16 -Revised per Town Comments 2/25/16 -Revised per Town Comments 3/08/16 -Revised per Town Comments �z rvo q < < 0 r, Uj z < LIJ Uj CO z LIJ 0 0 LU -7 < SCALE: 1'E=100' DRAWN BY: JML PROJECT # 15054 DATE: 12/01/15 SHEET L-7 OF