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SW8010912_Approved Plans_20171205
� I I . � . . I � � � I � I I I � I I � - I 11 . � - � I I . . � � . . . I . . . I I � I .� I I . . � . . I I � I I I � I � I I I I I I � I I I I . 1. I � - I'll � I � � . . . I I . I 11 . - . I . I I . � I . . . .. . � I I . . . I � I . . I I 11 I I I 11 .1 I I . � . I I I I . �.. I I I . I . � I . . . I I 11 I . . � I I I .. I .. I I � I I I ... I . I . I . ,� .. I � I 1. .. .. . � I . . � ... I � � 11 � I . . I I I I . I I I � I I 1� - I . I . . I I I � I . I 11 � . � . . I � I I . . I .. . I -W.ff&L: NQLM - - S ME Q- A I 1. I I I . . I � � . I I I 11 I I -l" . I � I � . I . . I . I I . . I - I I . . � . � � . , I I .. � I I � I I � . 11 I I I I I . . I I I I � I � � I . . . . I I I I . I . I . I I I I I I I � � . � . I I . � I . � . � I . I . . I I I � � ,� I � � . . � . . . . I I I � . � I I I . . I � � � � � I � � .1 I . I . I I . I I 1. LINE HEIGHTS SHOWN ARE FROM CAPE FEAR ENGINEERING, INC. FIELD I . � � . . . I . . . � . � I . I I . � � . I � I I 1. � .11 . I 11 I I I � I - I . I.. . I � I . � . . .. I . � I I I . � . � I I I I . � . . - I � I �. I .1 � � 11 I . I . I - � I . . , I . I v I . . . � ZONING. 8-2 BUSINESS DISTRICT (HIGHWAY) I I . � . I I . SURVEY AND ARE PROVIDED: FOR REFERENCE ONLY. LINE HEIGHTS MAY . � I � I . . I I I lb I I I . I � � � I � I . � I I I . I I I I . � . I I . . .- � 1 I I . . � . � I I I . 4- 1 1 � . � .1 11 n � ''I I I . I I .............. T."....,., . , . . � I I I 11 I . - .1 I I .D I I .11 11 . . I --------- � � I . I I I . . I � I .. . I I � � � .111, � .-...-.----- . I � I . I I . I � . I . I .� .1 . . . 1. � 1. . . � I., NOT REPRESENT MAXIMUM SAG CONDITIONS, I � I ls� � . / , �_ . I x I . I I I , . I � . . . I . - . � I I . 11 . I ......... � . I I I . I I I I I I . I .- 40 . 8#230 SF .9.37 ACRES I I I . . . I . I I I � I . . I . I I , . � llll`�, . . ,�: _,�� I . AREA I I I I . I . . I . . . . . I I "_� / ______ I . . I 1.� I I I .. . I . � � � � . I . . .. I I . . � � � . I . � I � . I � _� I x ..-.----- - ------- � � I - - � I I I . . . � . . I � . . I I I ( � _�__,�l I I I , I I I I I � I I I � � . ------- � I I 1. I'll-, ... . - - " � . � �" �, I I . ni . . . I � I . .1� � � ,.,T- �, . I � 1. I I . I I � I , I -;�;11, k, . . . � 11 . . . -, _ 11 I . . . I _),�V ." I - I . 11 I . . . � -, , I � - . - � I I . . I I .l. � I I I - I . . . c� i I I - . . I - . . I W ... ; � . . I I I I I . I � � . I . I - _i_ " I . � ''.., .1 I I . � . I . . I I I . � . .1. . . . . 11 . I I I . ,� . � 'R. _y . � / � � I � � I `_1 I . 'R ASA, I . **,_� I . I'll I I I I I . POLES. , �,,�� I I I I I I I I � I I __� . EXISTING GRAVEL ROAD I " . � I I I . 11 I I I .1 � . I . I �,,�, . . I-' 1'�__1'11 � -_ . �'�� I I I I . ACTUAL: � I I I I.. . � . . . � . WITHIN THE 100� DUKE ENERGY- PROGRESS EASEMENT SHALL BE AT 4:1 . � � I I ................ , , ........7� . __T \1 ) �_%, 14�_ w__ __r_�_ '�'_� , . I I IMPERVIOUS AREA: I . .. I I 11 . � 2. ALL TIE GRADING FROM. POND TOP OF BANK (ELEVATION 24.26) LOCATED � I I I / . - --� I I I I I � � t�� � - . I I . . I � � � I . � . - 1. . . I . �� I . � I I �. � , 7 1 \ �. 1.11 � . . . � ... , I . .. . _� . I I - I I I . I I BUILDINGS� AND CANOPIES: I (1 4, 72.1 SF) � .1 I 1. I I . I I MAXIMUM SLOPE. NO GRADING 18 PROPOSED WITHIN 26 OF POWER , . . 1. � I I � .. I � � I I _ ,,,, a3 - � --�, I �.. . I . - I ��� � I I I I I I . I I I - I I /11 , � -, � � 11 I I I " . I I I I . I 'ENERGY EASEMENT. SEDIMENTATION CONTROL, INCLUDING I I . � . .. : am � r _Z�� 74 1 . . �1_ " I., � . I I I I . . . I I " I �, !�, " y ... I *��� ' � . I � I I . . . / I � - -I-- - Ql;k >-I',\. � . I I . I . I . � ,,I'll J! � I I I . I PARKINGIROADS: (142,067 SF) I I I � . � � � I I I I I / . I I - I - I- I - )� - --f--- " , - I I I I I I . I I I 0"_"" .. A,,-- , , I � I . � . .a- � I , I I - I . � . I I . , , , I � _...=dwml� sm I I �, . � I I . , I I . I Q -7 aft N, L"r . I I I - 1 _05�1 1 1 I I am � .. , . � I . � I . - ow �vm . . I LA , �:�g , " , I I I � I I 1 114 ',,�-n.,_,fz�-1 � I � I ... I I A e I I I I � WALKS AND PADS: (2,037 SF) , I I I I 3. . THERE IS TO BE NO STORAGE OR STOCKPILING OF DIRT. WITHIN THE DUKE � 1. / � A , 4 "I "�_� , . 11 . . � . . I � . . I . I sm am � �yj, . %w , I- I I � I . 11 I I I . �� I I I . . . , I'll 9 1 1 1 9 . I . I I . ;,,�!> � �- "I . . . I . 9 1 . . I I I . 11 I - 1 9 1 9 1 � . I I I - I � . I . . �. . . I . I I I � 9 . 1 30 . . I . � 9 9 . � � 9 's � �'X . . . 9 . '%'_� "%�� I . . I I . , . . �, , . I I . � . 1. . � I � I ow mm I � ,. ,. � I . � . � I I I - I . I FUTURE RESERVE. :(180,000 � SF) I � - I 11 . I . � �.. . , .., � I � . I 10.0vilialloollillm . �_ I_ ,_ / I .. I � I I I . � . sm I= - . I � I \ I t _C5 1 1 : I . . I I . I � . . �. . I RE -VEGETATION IS REQUIRED PER NCDEQ REGULATIONS. . I � . I 1 9 9 9 1 . .1 . / I � � I . I - , x , A _� . . 9 . . I . . . . g � I I I I TOTAL .= ' �=M SF) (PROPOSED Tffmvlooyj 9 1 9 9 . I I . I I . 9 . I . . . . . 9 1 1 � 2 �, / I . . I I I 1 9 � I I 1 9 1 � I . 1 9 9 1 . . I \ I \ �� 9 � 9 1 . � I . I I � P�,� � - 4 9 � � 9 9 9 . 91 . . 11 I I . I . 9 . . I . . � 9 . 9 � 11 99 1, 1 19 1 � , - I lkp . � 9 . ... 9 1 1 9 1 1 . . . � . . . � . .1 1 9 . . . � , . L�ll Y, S I-- I . � I � � ! �.... 9 . � I I I I I I 1 9 1 . . 4. NO STRUCTURES INCLUDING DUMPSTERS,� SIGNS, RETAINING WALLS, , � 9 � I \ . � I 1 19 [", ,:j!�" / . I k�r. % 9 99 . 9 . . � 1 9 9 . � I I . . I . . 9 � 9 ;Pl�;_l � . I . I I . I � .91 9 9 1 9 9 1 9. . I I I . . 9 9 9 . 9.. . 9 1 �. I . I I I � 9 1 9 . . I . 99 9 ,� , , I . � �1� I 1 9 1 � . I 11 1 91 1 .. . I . 9 � I � 9 1 � � . � I . . . 1 9 1 � � I . ol . � I I . 9 91 9 . 9 1 9 1 1 1 . I I z ,0, ,** . . I � . . PERCENT IMPERVIOUS:. 837o I . � . 1 9 1 , � . 9 . I I I , 9 1 � � . 9 \ . 9 1 ___ - 4., ��- . 1 '114 1 � 9 9 9 1 . . . I � � . 1 9 9 \ I I , � ol 9 11 1991. FENCES SEPTIC SYSTEMS OR TANKS, TELEPHONE PEDESTALS FIRE � I I \ 'l/ . :151, -1 9. 1 . �. . 9 1 1 � . 9 9 9 9 . . . 91 � .HYDRANTS MANHOLES, WATER VALVES, BACKFLOW PREVENTERS I I I . \ I I 1 9 � I , � � I � \ \� . .. I � 3r I I � . 9 . 1 191. 1 9 .1 I � 1 9 1 . 9 9 . . 9 1 . 9 3 I 1. . 19, 1 . $, � I I � . . � . I I I . . , . � 9 . .. ,g cj�,- . 9 . I I 1 9 . . � 9 1 11 1 9 1 9 . I I . I 1 9 9 9 1 ,� . � 9 9 . . . . I . I . WATER METERS, OR IRRIGATION HEADS ARE PROPOSED IN THE 100'DUKE � . � � 9 9 9 . 9 . . . \ I � I I . I I I I I I . . - I � . I I � .,,t�,<(', 4, . I I . 1 9 . I I I I.. 9 9 - PARKING., . 1 9 . �. � . I . 1. . 1 9 � I I . I . I - I 1 9 9.999 91 . . 9 9 1 1 9 � . I I I . . 9 . . I I I . � . . 9 9 9 1 1 1 1 1 9 1 9 9 . . I 1 9 9 � . I I . �. I 1. . . 9 9 � ENERGY RIGHT OF WAY. 9 9 � . I I I \ 9 1 1 . I 1 161 1 1 9 1 9 9 9 1 1 1 1 . RETAIL (CONVENIENCE STORE) . - 1 SPACE FOR 200 SF OF GROSS. . . I � � .1 . . I . . 9 . I I � 9 1 1 1 . .I Iq I I I � .. � . I I I � 1 19 . I 9 .9 . 9 1 1 9 99 9 99 � I I . . I . � : . I I - 19 . � . . 9 9 .. 9 . . FLOOR AREA 9 9 99 . .9. 19 . - . 9 99 1 1 1 1 .9. 9 1 . 9 9 99 . I � � . � . 1 9 1 � � 1.9 � . I . I I � I . . 9 99 9 9 9 \ 1 9 � � - 9 I � I . . . MATCH EXISTiNG-9. I I . . �. . � � .1 � . . �. 9 1 1 11 � 9 9 1 9 9 1 1 9 .. . . I I .. 1 19 .9 1 1 5. STREETS, ROADS, DRIVEWAYS AND UTILITY LINES MUST CROSS THE � � . . I I � 9 zil 9 . . . 1. I � 1 9 9 . / I I I . 1. 'I I I I 'GRADE 9 34.55 � � 11 1 19 9 1 .1 . . 11 I � I � . I I � � 91, 1 1 9 = I . 9 . I � 1 9 .9 . . I � . . I-% 9 . I � I . 9 1 . I I .1 11 . TOTAL PARKING REQUIRED 9 1 . 9 1 � 9 9 . 23 SPACES � EASEMENT AT AN ANGLE NO LESS THAN 30 DEGREES WITH THE I .. � . � � . 9 % I . 9 . I I I I � . � .. � � . � I . \ . 9 1 � 9 � 9 9 . . � I � . . 9 9 . � .1 . . I I I I I I I I I I I . I I I I . I 1 9 1 9 1 1 9 1 1 .. . _pk. 1 9 � / 1 9 � 9 1 1 . 9 1 1 � 9 1 1 � � . I I 1 91 .9 1 � . I . I . I � 9 CENT.ERLINE. I I 1 9 1 1 .. . . . 1 9 11 0). I � I I \ I . 9 . 9 1 19 �/ I I - 9 . 9 1 1 . � I 1 91 1 � I I I � � I . 9 BUAQNQ . CKS 9 9 � I . � I . I 1. 9 1 I I . � � �.. . I 1 9 � . � I I � I I I I tlls . .1 9 9 . � 9 . / � 9 9 9 . I � � ,I=- � � . . I I I . , . I I .1 9 11 9 . . � .1 � � 1 9 . � 1 9 0 �. � � � I I . I � .1 I � � . 1. . 9 � . 00 � 9 \ . I . �l . I 1 9 1 1 1 . 1 9 1 9 � I I � I . � 11 � . I I I � :FRONT - loo I I � . . I I ... . � �. I I . � �. 1 9 9 9 6. STORMWATER IS TO BE DIRECTED AWAY FROM THE EASEMENT THROUGH . . � .1 I . .. 4 . � . . I \ . I EXISTING VEGETATED BERM ] I I I .. . I... I I � I 1 9 9 . . I . I I I . . I .. � . . 1 9 �l � I 9 . . � I . � � � . . 9 . I � I I . I I . * � I I I � 11 � . GRADE TO PROVIDE � � I � I I . 11 . . I � � I 1 9 . I . I I � .9 � 9 . 99 1 - . I SIDE - 25 . I I I I I � � . � 9 � . . I I . I . . I � I I OUT CONSTRUcTibm � 9 1 ... . \ I I I I � � / 9 � I � . . 1 % SLOPE I 1 9 99 1 1 � 11 . . .. 1. .. . 9 1 � ^ = -1 - � . I I � 9 � . . � I . � 9 9 . 9 1 . � . I I I . 9 9 9 9 . I I . . . I I . .. I � I . t"3 ,.. 1. \ �. \ � ,� I � � � I . - � I � . .1. 9. 1 MATCH EXISTING 1. 9 . . I I I I I I ... I I . � I � . 9 1 9 . REAR - 25 I . I I I �, 1 9 . I ., I I . . 9 . . � . � 9 . . I . . . I � I � 7. NO WATER SPRAYING DEVICES ALLOWED WITHIN DUKE,ENERGY � 19 . 199, 9 1. cz \ I I I \ � . . . . I I / 9 1 1 . ]I 9 1 1 � � 9 4 1 � I . I . . I'll � . . 9 9 . 19, 11 9 .. . . I .1.1 9 . . . . � . . I . I : �9 9 9 1 9 1 1 1 9 �. � � � � � . � . . . I I � 1 9 .9 . . I � ill) I , \ � . \ I I . I I .. 9 . 1 9 GRADE 34.8 9 9 . . 9 . 9 � . . 1 9 9 1 � . I I I . 9 1 1 . ALL CONSTRUCTION TO COMPLY WITH PENDER COUNTY20NING STANDARDS. 1 9 � I � EASEMENT AREAS OR WHERE MAY ENDANGER SAFE OPERATION- OF . 9 9 1 1 1 9 lc� . � . \ I I . 9 . � 1 9 9 9 . .. � .. . I � . 1 91 . . . 99 1 . 9 . I I I 1 9 . . � 9 9 � I � . . . . I .. I . . . 91 � . . I . . . . I - I .. � � 9 1 � 1 9 9 1 9 ... I � � 1 9 1 9 1 � . 9 . . . . I I . . LINES. : � . I I I . . . I � I I . I I I I � I I \ . , 1 9 9 . / . I I I I � 9 1 9 9 1 9 1 � I . � � � . 9 . � 19, TAX PIN NO. 3235-82-7927-0000 , 9 . � .. I � . 9 . I . 9 . I . � I . . I � � 1 9 9 9 � I I � \ � . I . I 1 9 9 9 1 � . . . � � I � 9 9 . 9 . . - 1 9 9 9 1 9 11 9 1 1 1 � � I . I I � I . I , , I . I I � �. I I I � � .1 I � � . . . 1 9 9 9 1 . . I I I .. � . . I I I 1 9 . � �. I . I . . I I � I . � \1 . I . \ � . I I � . . . I I REMOVE BERM TO -, . . I... . /I . - . 9 .9 1 9 � I I � I 9 1 . I .l. � . I I . 9 9 � 1 99919 9 1 1 � 99, . I � 19 9 11 I I � � � I .. 8'. MINIMUM EQUIPMENT APPROACH DISTANCES MUST BE MAINTAINED AT .. � 9 . 9 9 . . I . . I j I � 1 19 1 - . 9 9 9 1 9 9919 .1. . . � � 1. . .. I . I .1 I I � 11 .1911.1 . 1. , I � I . . �. � . . 9 � I A � / ALLOW DRAINAGE I . 9 1 . . I � .. I . . � I � . 1. I I I I � . I I . . � I I � � 1 9 - . 1 9 � 9 9 . I . . I � 11 I � . .9 . 1 9 . I I 1 9 � . I I . � � � . 9 . 1 19 I I I I � 11 I I . � 9 . I ALL TIMES AS MANDATED, BY OSHA, NESC, AND OVERHEAD POWER LINE . � I I \ 9 � . � � � � . 9 . .9 � I I 11 � I � 1 9 � � � . . I . . . 11 . � 1. .9 .. I � . I I � � 11 I . . � I TO SWALE I I I 1 9 . 1 9 . I- 91, 1 9 1 1 1 1 � 9 � I � . I I I . . . � � LA .1. I I _. � - � 9 . 9 . . � I 11 �_ 1 � 9 1 . I �. I � .1 9 - . 9 . � I I ... I � . I I 1 99 � � W. MINIMUM EQUIPMENT APPROACH DISTANCE ALLOWED FOR i l5kV I � . � I . . �. . 9 � � I � � . � / � I I I 1 9 1 � � . . . 9 1 9 1 1 1 1 � 1 9 � .. I � . . 9 1 19 1 11 . 91 � . � . I . I 11 I I . . , I . I �.. \ . I . 9 1 1 . . - � I 1 9 . . . 1 9 1 /r- . I 1 9 9 � I � � . I .11 � I.. 99 . MATCH EXISTING . 9 1 . 9 1 1 . I I . I . 1 9 . 19 � 9 � � � . . .. � 1. .1 �. 9 �.. 1 9 1 . . 19 9 LINE VOLTAGE IS 1.5 FEET. SEE DUKE ENERGY, LOOK UP AND LIVE. I . . . . . 9 11 � I I 9 91 . I 1 9 9 9 11 � . . 1 9 1 . - I . 1 9 . I N/1- I . � 9 . I . . � I � � I � I � . 11 . 1 9 . � . � I I I I I � N/F I � I � I . � I 1 9 . \ 9 9 I I � I I . � I I �� / I I I I GRADE 34.98 �� I . . .. 11 . 9 1 � � � 9 1 1 1 1 1 . . I I I I � . I . I \ BROCHURE. .. � 9 9 1 . 1 :19 1 11 9 � I � I � . . I I I I . I . . I . 9 9 9 9 $0 13 99 1 1 9 9 . � . .. I . 9 1 1 9 .. 9 . . I . . 99 11 � 9 9. 9 1 1 91, . . I � I 1 9 . I "ADAMS" 1 91 . . � . . � � I/ . I � I I � I 1. . � . I � . . 9 Q14 11 . � 9 . 9 . 11 . I BROWN 11 91 � 91 � � 9 1 . � .. I I 1 9 � . I . 9 9 9 9 � - � 1. 9 . � 9 I . I � I I \ I 1 9 1 1 . 9 . 9 9 1 . � D.B. 677 PG. 59 . . � 1 9 1 � 1 9 / . . I . 9 99 � ... , ---I I 1 9 1 1 . I � . . � 9 . . . I I .1 . I 9D B. 629 :PG. 1:35 � . . I I � . 9 � . . . I I � � . I I � . 9 ____� . . m Q . I I 0 1 1 � . .. I I;- 1 .9 1 1 . . . . 1 9 . . � . �� 9 � I / � .. 9.1 I I I . 9 . 9 (40 1 � 1 9 1. 1. 9 9 � 9 9 1 1 9 � � I . \ 9 . � I , � � �.- � I I � I . I � . I � . 1 9 � � 1 9 1 . I I . . I . � . 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I . 9 1 1 . � I . . � I - I . `4- I � � . . .1 9 1 9 "..IN . . , � . . . 9 .. 9 1 9 . I 1. .. I . v \ ,�� f-- I � .. 9 - � . . .. . � I 9 11. . . . . 9 1 1 9 9 1 � I . I I, 11 � � ,g5V 11 - � \ 1 9 9 . � . � � 1 9 ____ / I I nj . 9 / � p 9 9 9 . I . 9 � I 1 1-19 1 99 9 . � � � 1 9 � � k � � \ \ ......9.... 1 - . . .1 I I \ 1 9 9. 9 1 Lo 9 r- . I � . \ � I � . T I I . :9 . 1 9 1 � � .1 .. � I � - I - I 1. .1 1 9 . �. 9. .. . � . I . . .9 9 1 � 9 .0 .9. 9 � . 11 � I � . � �. I � 9 9 11 . I 1 9 . � 9 91, " t I I I . . I . I I I . 9 1 .. 1 9 11 � \ . I � 9 .1 .1 \ 9 C-A . 9 1 CN 11 � I . I . . 9 __ . J �- -,, 1-4�� co . 9 1 1 .1 . . . . . I I � . I .. � \ I % 11 . I � � � I � I .. . _ to= Mo SON um 9 . .. � . I 1. . . / 1 9.1 � I . . I I . / i� . I � I 1 9 1 9 11 1 9 1 - "t 1 "IN _--momommummovow tm_""wow .9. 1 . � I . 11 . I . . I . 9 . I I , \ I N7,8'13"32"E 406.09 \ 0 im". m�� ,I. I � / 9 .1 / I ,,�, � . . 9 1 � . 9 . 9 � I .9\ � I . 11 I �, 9 �. 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I � I � � TO DAYLIGHT \ \ . \ \ .'-..*.+*.: NOTE FOR PLANTINGS I ,�_� I � � , 9 / . (I � . 1-1 I I . . � -1 wwljqt �. I ,;�� 79 , Zz- 9 1 . I . I 1 9 9 1 . 9 . I \ � I rj �\ .1 . . 9 . . / I ""� I . . . � . . � I - 9 . I ... I I I I - � . I I . 9 1 % - � � 9 � \� � 9 . � 1 9 � \, I I - �",#: 1 9 1 / 9 . � I . I I . .. / � . / 9 1 1 I'll 9 I . �. � � 9 / . . I I . . . . I . . I I 't I . I . . � .1 1. � I � 1 9 1 9 919 1 , .1 \\ \ 1) - I . / . I � I I ". � I I I I � 11 � � I I � I I � I . I EXISTING RIP -RAP .. 1�' +;#,*, / 9 1 9 11 -, / ;� / [- C�13- #6 1 . 9 1 ;��l . 9 1 I. 9 � I �_ �m� 9 . � . \ �. , \ \\\ \ � I / � � %� . I � � I I � I I I � � I 1, I '1� 1 9 1 1 1 . P R�F . I � � - 9 .. � 9. 1 9 , \ ,�, \ � 9 1 / g �-g,',',k . I Him 3 . � � 9 9 1 . . d� 9 . I . I I I 1. " - '' 4,1, . � 1 9 � � � 9 9 1 EMERGENCY SPILLWAY 9 � .1 \ \ . / �-- -,, / ., �� \\ , �,\\ . 9 � \\ O.:-�:-': I � � . � � / I I / I / _ . . I � [----_-�, =\81 SF . ;� . 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I I . 1 9 � I plli� - R � - , � . � 1 9 � 10 � � 9 1 1 9 . � I I I I � \ 19 9 \ �l 11 . \.. \,\ . .,� / / *:�� � � . . 9 � 9 9 1 � - . � , - % - I . � . . � � I - 11, � 9 \ � . . , . � 11 , / 1 9 9 -1.1 11 .11119 9 . . I I 1 .9 . 9 9 . I I., . I ... I I -, �, � , . . .. I * . \ . I . 9 � / 1 9/ I- " 1_11,� - - � � I � I 1 9 � 1 9 .9 9 9 1 1 .. 9 t_� I . �11VN I I � 9 . I � � \ . � I . � . 1 9 � I � 1 91. � \ 9 9 . � 9 , 1�2 \ *lk*;'J�* - I / � I , I I RELOCATE PREVIOUSLY , , 01 .- - * / I � I 1 9 � k , \ . , ,j i IL c N i . A�'* ;#-*-4 p . 1 9 / / 9 1 . �� �� � I I APPROVED OUTLET, .A � --- 4i. : V , #*:,'. I � i�_ 9 1 � I I .1 I - 9 ,� � � 9 1 x CA " ( , � ,,\\ ;� 7 A /, 9 .1 ANOPY F . I I \ " RIP. RAP FLUME � . / 9 . I / - I I STRUCTURE \ a3 . , - I � N�4 1 1 1 � I � �� � � � � . - .1 - .. I I � . ... . I � � 9 . i� \ \ \ 11 _� \ \ \ k- ..l.. � 1 �. .. � � � ) j I - 1 9 I . I I � I __ . I I . I � � __ 19 : I 1: 9 � , \ �'A _� I �. \ L - � � � . - ' _ I / - 1. 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I DWQ: COMMENTS , ,, I � I , - . ! � 11 # , I iii� : � � ------ I � I . .. 11 .... . ----- -- -- -- � - - -----I I REVISED PERNCDENR j = 11RI ` - I I � � I I � I I I I . � I IDWQ �COMMENTS: � k I I - I i I m P�mwm ; !, � Ll i �___.,________ ___,_ 1.11 � . I . I I I � I I 'i I ISSUED TO PENDER COUNTY:.: � :�=*2&1� . , � . ; I ��. . 1: I 1 . I .. � ..�. � PLANNING FOR- REVIEW : � I I : I t I I � : I � 11-1 .. _� I - 11 I I I I : I I .1 , I . � I . I I DESCRIPTION I i - � ffkl I I �_111_1 I .-. - I I .. I . I I I 11 � �. I I I I 11 I'll - I I . . .1 I I . I Nim �1#7. F".. I I i , . i I I...''.. kl__ I I I I -% 11 REVISION �l , 11 � I I I I 1. _ -------- __ I . �. I 11 - -_ "I 'l____ ftz?iT_AilNR - 11 - QEN ML blOTES — SITE flare ZONING: B-- 2 BUSINESS DISTRICT (HIGHWAY) AREA:. 408,230 SF 9.37 ACRES IMPERVIOUS ,AREA: ACTUAL: BUILDINGS AND CANOPIES: (14, 721 ' SF) PARKINGIROADS. (142.067 SF) WALKS AND PADS.-,(2,037 SF) FUTURE RE''SERVE. (180,000 SF) AT , PERCENT IMPERVIOUS; 837a PARKING. - RETAIL (CONVENIENCE STORE) 1 SPACE FOR 200 SF OF GROSS FLOOR AREA TOTAL PARKING REQUIRED = 23 SPACES FRONT -- 100' SIDE 2:i' REAR -- 2-5 ALL CONSTRUCTION TO' COMPLY WITH PENDER COUNTY ZONING STANDARDS. TAX PIN NO. 3235--82--7927-0000 ENCROACHMENT NOTES: 1. LINE HEIGHTS. SHOWN ARE FROM CAPE FEAR ENGINEERING, INC. FIELD SURVEY AND ARE PROVIDED FOR REFERENCE ONLY. LINEHEIGHTS MAY NOT REPRESENT MAXIMUM SAG CONDITIONS' 2. ALL TIE GRADING FROM POND TOP OF BANK (ELEVATION 24.26) LOCATED -- WITHIN THE 100' DUKE ENERGY PROGRESS. EASEMENT SHALL. BE AT 4:1 MAXIMUM SLOPE. NO GRADING IS PROPOSED WITHIN.25' OF POWER --- -"°"' _ i, °•�,_ POLES.` �` EXISTING GRAVEL ROAD 3. THERE IS TO BE NO STORAGE OR STOCKPILING OF DIRT WITHIN THE DUKE ENERGY EASEMENT. SEDIMENTATION CONTROL, INCLUDING RE -VEGETATION IS REQUIRED PER NCDEQ REGULATIONS. 4. NO STRUCTURES INCLUDING DUMPSTERS, SIGNS, RETAINING WALLS, FENCES, SEPTIC SYSTEMS OR TANKS; TELEPHONE PEDESTALS, FIRE HYDRANTS, MANHOLES, WATER VALVES, BACKFLOW PREVENTERS, i ` 'sty �- WATER METERS, OR IRRIGATION HEADS ARE PROPOSED IN THE 100' DUKE .�j-F ENERGY RIGHT OF WAY. f 1 I MATCH EXISTING 5. STREETS, ROADS, DRIVEWAYS AND UTILITY LINES MUST CROSS THE r GRADE 34.55 EASEMENT AT AN ANGLE NO LESS THAN 30 DEGREES WITH THE. CENTERLINE. i 4- i 6. STORMWATER IS TO BE DIRECTED AWAY FROM THE EASEMENT THROUGH EXISTING VEGETATED BERM # GRADE TO PROVIDE 1 OUT CONSTRUCTION. ' 1 %SLOPE o Y MATCH EXISTING 7. NO WATER SPRAYING DEVICES ALLOWED WITHIN DUKE ENERGY GRADE 34.84 EASEMENT AREAS OR WHERE MAY ENDANGER SAFE OPERATION OFLINES 8. MINIMUM EQUIPMENT APPROACH DISTANCES MUST BE MAINTAINED AT REMOVE BERM TO 1' ALL TIMES AS MANDATED BY OSHA, NESC AND OVERHEAD POWER LINE / ALLOW DRAINAGE TO SWALE - LAW. MINIMUM EQUIPMENT APPROACH DISTANCE ALLOWED FOR 115kV I MATCH EXISTING LINE VOLTAGE IS 15 FEET. SEE DUKE ENERGY, LOOK UP AND LIVE N /F f N /F BROCHURE. f GRADE 34.9$ 9s 9� l� ADAMS � { � � r� � � � o BROWN D.B. 677 PG. 59 ; D.B. 629 PG. 135 ��' EXISTING :; M.B. 36 PG. 115 t , \ GRAVEL PARKING t y� It W� N78`1332"E 406.09' .. r GRADE TO PROVIDE r 1% SLOPE .v PROPOSED SWALE @1.0%- UPON DEVELOPMENT OF FUTURE AREAS, L BE NORMAL POOL COLLECTION, PESTEM RMITTED TTED �' ` �,.- --•.� f ' _ - _ ELEV = 22.0 I GRADE TO PROVIDE NO NEW GRADING TO f I 1°!° SLOPE ; OCCUR WITHIN 26 OF ` `{ r ...•.-.•::•°.•.•. i � ,� � � ''-'".,.^ • •• Maio iii: o•i : i i EXISTING POWER POLES • o�oe♦►000eoaaoo �j PENCE ,� ( MATCH EXISTING I GRADE 35.17 � � � �`"� � 'z � �lY?; .y i0000•0000 � eoao � / } [1L« '• �T �, *'. TEMPORARYPOOL t4 _` ,t.• i ELEV = 24.0 EXISTING �--~ POWER POLE YARD #UNKNOWN ,•:. r '_, 3 o •; ; s / r'� o ato i_ i v a.•SHELF., f a is •••.`�' N '•;•.:- VEGETATIVE SHELF. , SEE EXTEND PIPE OUTLET PIPE � � - � �' , � � *•:*,:: � � � '� � � �'� WETLANDS VEGETATION TO DAYLIGHT `•:..'t _. +�i NOTE FOR PLANTINGSwoo EXISTING RIP -RAP �}` 't ;tya , �, , �' { `°•�a�1• j f f b.LJ. SHEP �1ir/V� �? EMERGENCY SPILLWAY tti .. x r{ _' •- .:,. f`$ f / .s }; o:•a: : �; •p•.•: /EXISTING , -_,81 SF �v f I.E. 2 .7 . __� •. � z � : � r � .� � .i � � , �. •:.•; � , _ .•.o � / � GRAVEL \ _ ' � .• s tt} t t{ •� ,;�; , ° •;:;�,••�,;, t' PARKING ' '\ ;� { ,i .M. F '� a?} �Se �i e SL 0+±�`.ea0 •� / � ( � t j ,,..-....«..., 3' j.•`'`•- .�p• ' 4 L • { } x } ijY . +oi'a 5 f obi i• , ., i •o •`« - / ( t i RELOCATE PREVIOUSLY , Ca �� , ..•.• �yj(i.aR f APPROVED OUTLET ; • •i :: a :o•.•: s .•0•:3• • STRUCTURE ; w ', I ;� ; t ;�� :o` : b'� 2� t RIP RAP FLUME ' }f `_�� NOPY S OOF F --� .. t { S.F. y PROPOSED POND J^ x F. ` t rn i ill I* f �, t EXPANSION AND FOREBAY `' } ` �, CONSTRUCTION , r i f' C3GX NOT y4 C.S. 7 r 3 r, FOUND } t, � �. � � � � � .t � � ` 1;`, �fj1, 18 { fe � � r f ♦ , j� RIM: 3$-� it St s ,f {t f2 t j°j 1 i � � T . a '�s s „✓,,,,, fE tt �+ •a �i, a 4. `•' .. e_ a i . 4 �� 1kl 77 ♦ t a i .. EXISTING POND } it \!" 7 R � I.E. 2513VILDING r NO GRADING TO OCCUR ! ` WITHIN 25 OF EXISTING ° ��. ` , q / ;. oOF ARC 3 N / F POWER POLES \ " � s \ O � � "BROW : st S.F. 4 BROWN 1 0 ±36: \. D.B. 629 PG. 1 35 gam,, EXISTING a 4; POWER DOLE `�•..� I o M.B. 36 PG. 115 cl - � � .� i .� .�� 1� � � � �-r� � �{ - � +6 � •`+tea S'a• "•• •a�• •1•. '4 o h t :••a. off': x� ;'i'� - - _ C.B. j. ..YR 'i` £ i , 4 j I 2 • K q+' RMA . : ^"'s `. S. '� .Nt.� • �• 1�5 �-- - E, 1 LE. 27.E Q r CAN � � � } � � � � , � Ale-{ } t #s# J.5. #2 f 3 t F AREA :o ` t 't RIM: 29. I r C} y ,. EXISTING . > _ I.E. 26.2 rf IT 23 6,267 , POWER POLE `�`' , ` ,:.. 1 \ -� #UNKNOWN EXISTING f `, ASPHALT O EXISTING PARKING .ASPHALT- � O PARKING 0 40 80 '120 NO GRADING TO OCCUR r ,.�'� ,f � CLOSE EXISTING "`'""----- "�, WITHIN 26 OF EXISTING s . �, t n POWER POLES 56 LF 18" RCP CURB CUT / 2s 2s 2 1 INCH - 40 FT HORIZ c Nv _ ® 31 32 33 EXISTIN` j w +..a"°�. ,.. saw : ° `� X NOT CURS CUT - - am ...� . ` FOUND IRE I: mow ENCE �� CLOSE EXISTING l EXISTING` N85iQ'S¢ N.." �-- , " CLOSE EXISTING �- DO CURB CUT ? `� " -GURB ..CUT Q , _ .. I CURB CUTy f i PROPOSED INLET - -" -- _ _ _ �0 i RIM 30.69 (MATCH EXISTING) IE=26.75 -- T EXISTING •_I ` w ` .,.. - CU- R8 _rQD T ' 4l {q -, . g - _ _ „� _ _ _ -^`'.. ---*--^-..., ......... ......,. —..._ ..-..... ..... � fit• Q - TT • `�� 2 § y . � "•... � ....✓ o � .3s�� � as ��'�3���i�3� �E'�T`,�N Z 1' GUARD RAIL NC HWY,210 (Rff VARIES') -,E REVISED PER NCDEQ COMMENTS EMN 4-05-1 fi D REVISED. LAYOUT AND POND EMN 3-•14--16 C REVISED PER NCDENR DWO. COMMENTS HSK 1-05-05 B REVISED PER NCDENR - DWQ COMMENTS HSK 2-20--05 A ISSUED TO PENDER COUNTY PLANNING FOR REVIEW HSK 8--05-05 REV. DESCRIPTION REVAY DATE REVISIONS 00, O b EA b ^" qq 0305 7 vF�� q oq /fTH M �ItilEitll��l .eePROJECT 900-08 NUMBER SCALE 1 =40' DATE • 27JUNE fly _ TRACKING . EMI.�} SITE m o NC 240 0 0 �,_LOCATTON MAP N.T.S. PROJECT BOUNDARY ASPHALT GRAVEL BUILDING STORMDRAIN STORM INLET EXISTING CONTOUR �._...30 RIP --RAP NOTES D REMSED LAYOUT AND POND EMN 3---14---16 C REI�SED PER NC'.DENR DWQ COMMENTS HSK _-L05--06 RE\ASED PER NCDENR DWQ COMMENTS HSK 92--20--05 A ISSUED TO PENDER COUNTY PLANNING FOR REVIEW HSK 6--05--0 REV. � DESCRIPTION REV.BY DATE WW RIONS HIGHWAY:21,0 ROCKY POINT PENDER COUNTY NORTH CAROLINA ERAL NOTES — SITE DATA ZONING: B-2 BUSINESS DISTRICT (HIGHWAY) AREA: 408,188.37 SF 9.37 ACRES IMPERVIOUS AREA: ACTUAL: BUILDINGS: (4,631 SF) PARKING: (65,296.16 SF) WALKS AND PADS: (7,994.02 SF) TOTAL 921.18 SF) (PROPOSED IMPERVIOUS) PARKING: RETAIL (CONVENIENCE STORE) — 1 SPACE FOR 200 SF OF GROSS FLOOR AREA TOTAL PARKING REQUIRED = 23 SPACES PARKING PROVIDED REGULAR — (CONVENIENCE STORE) (8.5' x 19) = 22 SPACES LIANDICAPPED — (CONVENIENC STORE) x 19')(8' VAN) 1 2EACE TOTAL 23 SPACES PERCENT IMPERVIOUS: 19.17. FRONT — 100' SIDE 25' RE4R 25' ALL CONSTRUCTION TO COMPLY WITH PENDER COUNTY ZONING STANDARDS. TAX PIN NO. 3235-82-7927-0000 C 6' 12 12' 3# 30 10, 10, 12*_ I 112" OF 1-2 4 3' INSIDE --I TYPICAL RIP RAP FLUME '23 s:12----�'� 6* ABC S77-21 w_te NOT TO SCALE TYPICAL TWO-WAY qj 677 EXISTING ROAD DETAIL 30' CASEME: 59 'PIG. D 9 NOT TO SCALE 1-21'23E 313.1 M N7 PLAN \--2" DIA. STEEL PIPE *'TRASH SCREEN To BE f R AR 0 4!' O.C. +- E.W.. WELDED 0 3TU1,18 ANGLE FRAME: HOT DIP GALVANIZE ALL METALS AFTER FABRICATION, SECURE TO OUTLET RASH SCREEN* STRUCTURE. BRICK, BLOCK, CMU, OR PRECAST STRUCTURE. TOP OF OUTLET. 23.4! wl TEMP. STORAGE ELEVATION NOMWAIM 20 DIA. STEEL PIPE SUI M Z.O` TTACH GALVANIZED WIRE CLOTH p C%R Fig (8 MESH 0.020 WIRE) 30" RCP I%RaCf OUTLET CONCRM 09w 20-V 110 EL-201i 6* CRUSHED STONE ?wTT4zr7f, U�Foo TiNG A OUnEr PrE #4 BARS 0 12- O.C., E.W. SECTIONPaND 4_ BOTTOM- 12.5- N 7 CLEASTONE FILTER IrERM ALL SM TO PREVENT CLOGGING % sws A ` �\ \ �� POND OUTL ET DET/Al•L 8 7' NOT TO SCALE 10 MAINTENANCE Cum 10:1 SHELF ACCESS —10!-- l2v _10!_ 2.5 TO 3.0 PLAN '` I . . cor car_ m T OUTLET STRUCTURE- TOP OF POND 25,01 MSL 4!X4• BOX - El- 23. SECTION "A -Am TEMP. STORACE MIN. 20.0'MSL POOL-23.47MSL EMERGENCY SPILLWAY- 20.5'MSL f 20.7*MSL, /-30' RCP CATCH BASIN PERMANEN E!OOL=21.VMSL OUTLET PROTECTION FOR EMERGMCY ' \ \\\' F R SPILLWAY AND PRINCIPLE SPILLWAY BOTTOM OF SHELF=20.VMSL NOT TO SCALE NIF 11 Al 1 \ I ' '[ if "A n A "C" vs 1%.w LEND IN TO ;���\\I I EXISTING TERRAIN D.B. 677 PG. 59 MP (A4 M=;: NOTE: MAINTENANCE EASEMENT REQUIRED FOR RETENTION POND •NOTE: WET RETENTION POND TO SERVE AS SEDIMENT BASIN DURING CONSTRUCTION FOR EROSION CONTROL B. #3 Fi.E.=30.0 TYPICAL SECTION THRU WET RE7ENTION POND 1. .=27.2 111111 lr_ 4=1 0 rn \ \ ti� All EMERGENCY SPILLWAY T 3 �'' NOT TO SCALE \,l 3132 FES #1 N7 I.E.=27.0 s LIMITS OF \ 1 � `� s rl�:,�,\ 6 4DISTURBANCE RucTl1RE SILT FENCE NIF 400000 (TYP.) "BROWN" VI D. B. 629 PG. 135 M.B. 36 PG. 115 EMERGENCY 00000" SPILLWAY • z C.B. #2— 64.71 \ \ \ \ / / i ' _ R-.E:--32.3 I.E.=29.3 )I C S- CL POOL ELEV. 0 C;yl �P&L\\ 0- s 0) RIP RAP FLUME. A�l cy) Idol \\\\\ 36, -� ti I ; 1 @ \ \ \ \ 0 LIMITS OF \ \ \ \ y�` k { / [DISTURBANCE 21 CP&L\ S I ul t NO 71 \� \ \ SILT FENCE \ \ \ \ ( �\ { / \ \ (TYP-) \ r' 2 � i1 ( � 19 loop 0 ........... 00-00 . .... ....... .4 . .......... .... ........ .. . . . .... .. . . ...... V07E.- IF' WRE FENCING IS WITTED AND ... . ...... �-. V4 % ONLY SYNTHE77C RVER FABRIC IS USM . . .. .... . ....... ........ 0 W�R P�,L 'P ..... . . .. .... . ......... � . ..... . — ROA .. ........ 2....... _T 7% �7 44 "r . .... ram.:.....: . . ... .. TAPE PA70DM OR S7M POSTS MUST BE ...... . ..... .. . D ANCE OF 6. A MAXIMUM DIST "M .... ..... 0 . ..... AspV'AL . ........ .. ... ..... .. . ...... \ \ ��...... t ..............._. ..... A. 114 " . .. ........ . ... .. .. 3833E 400,5' N837x .A ' 5V MIN. \� ...................... 011 Ilk cr- 0 TO....... 26' z N.) .. ....... 0 r— V) x PLAN w 0 35 t 1 5T* Ile ISOMETRIC ANO SLT FENCE DETAIL♦ SECTION %0 I TEMP. CONSTRUCTION NOT TO SCALE ENTRANCE .... ........................... 28 FENCE 'A 210 _._---NCHY-..-,,-- VARItOl (RIW (0 2 8.0$ Lo.1 PF(Of -� S BUIL 2,_ 0 4 W3i 5-t-- FFE=36-09 27.0' 04 10 3171' DiN �� l (A I 10.0* / ! CL M M OPY /PR OSED GASOLINE CAN 110 � � 33� { � o � � o r C.B. #1 R.E. 33.7 A5 I.E.=30.7 (0 0 1�14 00 L (6 r.0 LLLL \11 00sf LLLL LLLL LLLL 33. ELLLL LL-L A L I-[- t a ENT Lr �j E)(15n EODGE p pjV� .�G� TEMPORARY CONSTRUCTION ENTRANCE Now Pavement 70VIII10Y E)dwna edge ,/l Of pov;mwt N, NOTE: 1. ALL ROOF DRAINAGE MUST BE DIRECTED SO AS TO BE PICKED UP BY THE POND. THE RUNOFF FROM ALL MPER\AOUS SURFACES MUST BE DIRECTED TO THE FOREBAY. 2. NO WETLANDS EXIST ON THIS SITE. NORTHi� 40' 20' 0 40' 8 GRAPHIC SCALE- 1 40' d LEGE�D DENOTES CONCRETE SURFACE A.4 w4 REVISED PER NCDENR DWQ COMMENTS REVISED PER NCDENR DWQ COMMENTS ISSUED TO PENDER COUNTY PLANNING FOR_REVIEW REV. DESCRIPTION REV`,lSllONS_l_, V DRAWN S.Kennedy PROJECT 900-08 NUMBER DESIGN S.Kennedy CHECK D.Fennell APPROVED D-Fennell DATE 27 JUNE 05 STORMWATER AND EROSION CONTROL PLAN PROJECT NUMBER SHEET NUMBER WO-08 C-2 NOT TO SCALE Q *0— .•0 i 1 Plan revisions per NCDENR 11/21/01 comment letter 12/12/01 REV N0. DESCRIPTIONS DATE RE4SI US NROM&CREM 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 AA0002667 EB0006691 www.mckimcreed.com s 000\0 NORTH 0 400 40' 80' SCALE: 1 "-40' (Horiz.) Ito0 �� CONCR\EP VINrWALKSINTERN LANDSCAPING WORSLEY COMPANIES, INC. SCO?GHMAN STORE #150 ROCKY POINT, NC SI"E LAYOUT PLAN L®CAT10N MAP NOT 1. ZONING B2 — BUSINESS DISTRICT (HIGHWAY) 2. SETBACK REQUIREMENTS MIN. FRONT YARD 100' MIN. SIDE' AND REAR 25' MAX. BUILDING HEIGHT 35' 3. PARKING REQUIREMENTS RESTAURANTS = 1 PARKING SPACE FOR EACH 4 SEATS AND 1 PARKING SPACE FOR EACH 2 SEATS AT COUNTER OR BAR PLUS 1 PARKING SPACE FOR EACH 2 EMPLOYEES HOTELS — 1 PARKING SPACE FOR EACH ROOM PLUS 1 PARKING SPACE FOR EACH 2 EMPLOYEES RETAIL' USE = 1 PARKING SPACE FOR EACH 200 SF OF GROSS FLOOR AREA 4. PARKING CALCULATIONS RESTAURANT 9-4 SEAT TABLES X 1 = 9 6 EMPLOYEES —: 2 = 3 12 REQ'D 12 PROVIDED RETAIL USE 5100 SF —: 200 = 25.5 (SCOTCHMAN) 4 EMPLOYEES 2 = 2 28 REO'D 28 PROVIDED HOTELS 70 ROOMS X 1 - 70 12 EMPLOYEES 2 = 6 76 REQ'D 79 PROVIDED 5. IMPERVIOUS AFC BUILDINGS = 21,123 SF CONC. WALK OR PAVEMENT = 12,946 SF ASPHALT PAVEMENT = 235,045 SF INSIDE LANDSCAPED AREA = 72,100 SF (8% REQ'D) DATE: 9/13�01 MCE PROD. # 08370013 DRAWN J. RONEY DESIGNED J. RONEY CHECKED G. HETZLER PROJ. MGR. G. HETZLER SCALE m&c nLE Nu�l� HORIZONTAL: � Nu M 1*=40' VERTICAL: C101 NA 7 STATUS: IS -SUED FOR ICVIS1 AGENCY REVIEW El )0!0; ter+ SITE 40' 0 40' 80%Ai N N E M w M „ , co\ \ \ SCALE: 1 = 40 (H on z. ) C14\ \0, CV .•----- ------ ;;----------------- ----- op \EXISNG CONTOUR N � N� \ X50L\ ,..,," �''•' I \ 1 0 PROPOS CONTOUR r \ , GRAVEL CO STRUCTION `�- �'.�:•' : ` �; ENTRANCE C7 • \ \ SILT FENCE I \ \ \ \ INLET PROTECTIOh\ I l \ MAP \ \ LIMITS OF CONSTRU ON LOC ' \Mk RE �. \ \. \ �F � � \ SILT FENCE ■ ■ -r-� PLAN A VIOLATION OF 40 \ \ \ \ 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE L N IS LA ON MON \ THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 2 \ DIVERSION SWALE 2. .GRADING MORE THAN ONE 'ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS -- a Sf \ \ \ -� ■ �' -� AVIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A • \ /1 \ ` \ \ FINE. 3. DISTURBED LAND AREA 9.5 AC 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS \ \ \ NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND \ ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION \ f I \ SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED WITHIN 120 DAYS. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A 1 \ \ REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. 9 Q ` 6. SLOPES SHALL BE GRADED' NO STEEPER THAN 3:1. t .•+�" \ \ i \ \ \ 7. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, \ \ \ ENGINEER, AND OWNER. / \ \ 8 IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS ALL ` DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN \ \ APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY ALL DAMAGED EROSION CONTROL MEASURES. 1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH STATE • \ / \ \ 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE AND TREE PROTECTION FENCING. `' -�_ -�' �� .•�'""' �- �' \ \ \ 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT SEDIMENT BASINS AND } s i /"� •�'��''� \ \ \ \ \ 4. COMMENCE GRADING OPERATIONS FOR BUILDING, PARKING LOT AND UTILITY \ \ \ CONSTRUCTION. \ ✓� / ,�• 5. PROVIDE INLET PROTECTION DEVICES AS REQUIRED UNTIL PAVEMENT IS COMPLETE AND '''< Pogo�FINAL GRADES ARE STABILIZED WITH VEGETATIVE COVER. 6. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. j '' \ .• REMOVE TEMPORARY CONTROL DEVICES (SILT FENCE, ETC.) AND REMOVE �4 } \ 0�, ,\ • "''" 7. ACCUMULATED SEDIMENT FROM POND ONCE PERMANENT VEGETATIVE COVER IS ESTABLISHED. t t ! 1 j \ �� �� \ - /'.•�''' -� sue" � \ } \ SEEDBED I I ohms 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL "N\ �g CONDITIONS, IF AVAILABLE. 000111111111111111111111 c� 2. RIP THE EN11RE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE 1 - REASONABLY SMOOTH AND UNIFORM. j \ ' WITH SOIL 4 APPY AMINIMPAI ME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX tt \ (SEE BELOW* ) NJtfi 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. \ i 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING b EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN k THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR' ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 00 * Y: AGRICULTURAL LIMESTONE 2 TONS ACRE {►i I \ 7 R� \ APPLY- - 1000 LBS ACRE (10-10-10) / �� _ � � \ fl � SUPER PHOSPHATE 500 LBS/ACRE (2A MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) t \ ANCHOR - ASPHALT EMULSION AT '450 GAL/ACRE CONTROL MAINTENANCE PLAN �I y` 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE `` CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE \ IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. \ \ 2. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET BELOW THE TOP OF THE RISER. GRAVEL SEDIMENT I O LONGER DRAINS PROPERLY. LL BE CLEANED OR REPLACED WHEN THE POOL N a 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN GRADWO �� �''\ .•► .o-''� NOT APPROXIMATELY 50% FILLED. GRAVEL OF SILT FENCE WILL BE 1 1 Plan revisions per NCDENR 11./21/01 comment letter REV.NO. DESCRIp nONS REMSIONS DATE" 000 0000 Pv 21 -- --''�~ CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER 1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING DRAINAGE PROPERLY. CLEARING AND GRADING OPERATIONS. TEMPORARY SEEDING 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT v 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343--1048 Fax: (910)251-8282 AA0002667 E80006691 www.mckimcreed.com GRASS TYPE AMOUNT/ 1000 S.F. TIME OF SEEDING INITIAL FERTILIZATION/1000 SF MAINTENANCE RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. F 25 LBS. 10-10-10 NA NA NA VEGETATION BEYOND GRADING LIMITS. FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY STOCKPILE. TO MAINTAIN A BARRIER. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 5 ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN PERMANENT SEEDING YI�TH NO GREATER THAN 3:1 SLOPES. THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE 6 ALL AREAS ARE iO BE GRADED SO THAT NO AREAS OF VEGETATIVE COVER AMOUNT/ TIME OF FERTILIZATION/1000 SF GRASS TYPE 1000 S.F. SEEDING INITIAL MAINTENANCE MARCH - APRIL EACH WEEKS AUG. S0-1 BERMUDA. COMMON 1-2 LBS. APRIL THRU JUNE 25 LBS. 10-10-1 12 LBS. 10-10-10 1-2 LBSS.. N. 12 IBS. 10-10-10 FESCUE. TALL 5-7 LBS. JUNE THRU AUG. 25 LBS. 10-10-1 FEB. - MARCH 12 LBS. 10-10-10 MAY & DEC 1/2 TO 1 I.B. N. SEPT. - OCT. 12 LBS. 10-10-10 KENTUCKY 31 FEB. THRU OCT. SICEA LBS. MARCH THRU APRIL 25 LBS. 10-10-1 FEB. - MARCH 1/2 TO 1 I.B. N. NA SPEDEZA SLOPES)1-2 WORSLEY STANDING WATER OCCUR. 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED 6. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT GRADE. ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED 8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH. RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. WORSLEY COMPANIES, INC. SCOTCHMAN STORE #150 ROCKY POINT, NC EROSION CONTROL PLAN DATE: 9/13/01 MCE PROD. # 08370013 DRAWN J. RONEY DESIGNED J. RONEY CHECKED G. HETZLER PROD. MGR. G. HETZLER SCALE M&C FILE NUMMIR HORIZONTAL- ORAWI NG WJMBER 1 "=40' VERTICAL: C102 NA STATUS' ISSUED FOR REVISION AGENCY REVIEW , • ----5�--" --- -- - = RIP RAP OUTLET PROTECTION 12 - -- Z - Z� SEE DETAIL SHEET C10fi _ - 12 - OUTLET STRUCTURE 4 33t ��---- -� -- -~ :. - '-'` --- -�' `"off -�-- gZ-' _---�.-- ` OVERFLOW EL. 24.55 12 •.. .,_____ �-_..._ .1 Jam. ... �.._.----�- --- �- '�:-:_--�~ '� "• `� \ � -- . -..- ----,_, -- --•- ._._..--._..-_._ .�.. � � ,.._ _._ -� 1 •' 3" ORFI CE EL. 23.50 NOR`Ti-I IN V. EL. 21.50 _- _-- _ w -- \ POND OVERFLOW STRUCTURE. 8 SEE DETAIL SHEET C106 00 5.00 f SCALE: 1 =40 (Horiz.) , CA � � RIP RAP OUTLET .30 � �`' { / w SWALE EXISTING 0 � v� \ � � � PROTECTION. SEE ` \ DETAIL SHEET 106 33.50 33.00 �, / ; 27.0 O / / 28.5\ PROPOSED EXISTING 32.7 -""'' '� QQ• / CATCH BASIN DROP INLET W/ INLET TABLE NUMBER 10 34.80 TC , \ 0 EMERGENCY SPILLWAY 34.30 25.5 SWALE RIP RAP �STORM DRAIN FEs INV. 21.0 - CONTOURS 34.80 c � 0 �^ 34-30 �. (PROPOSED � 1 \ \ ` SWALE '� P RUNOFF OF LTM MAP 40 O \ 27.s co-�c� A 2 t \ � � \C OM NOTES I 51 ; �, EMERGENCY SPILLWAY. 1. EXISTING TOPOGRAPHIC INFORMATION DEPICTED ON THIS PLAN 6.50 IS FROM A TOPOGRAPHIC SURVEY DATED MARCH 19, 1988, 35.0 CREST EL 2 PROVIDED BY sHERWIN D. 'CRIBS, N.C. PROFESSIONAL LAND l44.111) T FAQ- 1 \ E DETAIL SHEET C106 SURVEYOR } / 2. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING 33.36 , 34.30 �,,•,,,.t►' "B C1 w A �. CLEARING AND GRADING OPERATIONS, SEE DRAWING C102. 9 1 f � r� ` 3. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT O i 4 ORp VEGETATION BEYOND GRADING LIMITS. \ 4. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND 33.60 k i p `� �` � STOCKPILE. }� � � 6 � t , J 5. COMPACT ALL FILL AREASTO 95% OF MAXIMUM DENSITY. I j �c, 27.8 6. ALL BANKS AND SWALE SIDE' SLOPES SHALL BE GRADED t \ ` WITH NO GREATER THAN 3:1 SLOPES. Q RIP AP � � � `� 7. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF i f SLOP PROTECTION \ � STANDING WATER OCCUR. ` 'c� \ 8. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED G GRADE. EXISTIN ► pi SWALE 25.0 / \ �, 10. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED' GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. 11. ADDITIONAL. POND AND GRADING DETAILS ARE PROVIDED ON / 5 . 27\ O` DRAWING C147. ,� l �� •- Sw FORE BAY 30,5 30.5 �-33.06 32.6 0 TC f.• \ i j 1,C , _ 33.5 0000 c 33.30 -- .► l c� �. O... 32. _ ..•�" 32.60 .••- 30.5 28.8 33.5 29.2 SW.E 29.8E 70 1 I R00 From Structure To Structure Line Size in) Line Length (ft) Invert EL DN (ft) Invert EL Up (ft Line Slope % Grnd / Rim UR Grnd / Rim Dn 1 0 24 rcp 305 1938 21.30 0.500 30.5 30.5 2 1 24 rcp 140 21.49 22.19 0.500 30.5 30.5 3 2 24 rcp 146 22.59 23.32 0.500 30.5 30.5 4 3 15 rcp 126 23.80 24.43 0.500 30.5 30.5 5 4 15 rcp 130 24.59 25.24 0.500 30.5 30.5 6 5 15 rcp 196 25.24 26.22 0.500 30.5 30.5 7 1 15 rcp 197 25.09 26.07 0.500 31.0 30.5 8 6 15 rcp 162 26.23 27.04 0.500 31.9 31.0 9 3 15 rcp 214 25.24 27.15 0.893 32.5 30.5 10 9 15 rcp 136 27.69 28.37 0.500 32.7 32.5 12 11 18 rcp 380 30.00 32.00 0.500 - . 0�343 TC .5 Ft�3 iiiiiiiiiiiiiiiiiiiiiIIIIIIIIIIIIIIIIIII 29.50 SWALE-- 30.26 I 30.5 33. � l 30.5 O <, 31.50 33.00 �.. -•-� ..- 0 Cn 30.50 ,_.. - ` ..r''"'"' 0000 32.52 � ,... ca .r- ' 7.3' 32.42 28.0± SEE PLAN GRASS LINED SWALE 27.8 31 _ ���_'�"+% -~' ` ' , ,�1' /� . ., �, •,•�., �1\ ~ �Yti / ..,` 25.2E 3 SEE PLAN � , \� ~` ,,` • '`\\ ,•`. `,• 1 ` 1 POND 4{1 \ 30 .5 ...,.if_ /=r'ir"' I�_ �. 31-70 1, 4 1 t, �'` ., ; _ \ �\ , y1 11 32.90 32.32 �-` ._--�--,...,.--""' �,,,�-•-''ter 32.80 t f ✓J r 33.42 2 Added swale contours, additional spot elevations and swale section "B• 2/25/02 1 Plan revisions per NWENR 11/21/01 comment letter 12/12/01 REV.NO. DESCRIPTIONS DATE V 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-.;-8282 AA0002667 EB0006691 www.mckimcreed.com X" 1» SWALE SECTION *9 NOT TO SCALE WORSLEY COMPANIES, INC. SCOTCHMAN STORE #150 ROCKY POINT, NC GRADING AND DRAINAGE PLAN DATE: 9/13/01 MCE PROJ. # 08370013 DRAWN J. RONEY DESIGNED J. RONEY CHECKED G. HETZL.ER PROD. MGR. G. HETZLER SCALE MI FU WJI DRAVANG WMM HORIZONTAL: 1»ice. VER11CAL: C104 NA STATUS: ISSUED FOR `�°" AGENCY REVIEW L FLAREEr—k , � �r—�-�I ,,* 1 2' � 1 p4a •ems •♦ �i � ice! i • i a� � • • i SECTION RIP -RAP PROTECTION NOT To SCALE 1 IPlan revisions per NCDENR 11/21/01 comment letter REV.NO. 12/12/01 1 NOT TO SCALE CONTRACTOR TO PROVIDE ANGLE IRONS AND SAFETY GRATE. RECAST BOX 5.5' 1.0' 1.0' 8" POURED IN PLACE CONCRETE COLLAR 0 ! r Q WATERPROOF MASTIC (TYP. a� a in LA it)P`� r� A. 4 0 POURED IN PLACE CONCRETE COLLAR #5 ROAR (TYPICAL EACH FACE) ANTI —SEEPAGE COLLAR DETAIL NOT TO SCALE COMPACTED EARTHEN DAM RIPRAP OUTLET PROTECTION TOP OF BERM 27.50 COVERED WITH 24" THK LAYER WIDTH=20' OF -8 RIPRAP. LENGTH=VARIES INV. OUT - 21.0 CREST' OF WEIR SPILLWAY THICKNESS=18" ELEV. 26.50 RIPRAP=CLASS-B CUT OFF EXCAVATE POND TO OUTLET TO CONCRETE/�� TRENCH OUTLET THE ELEV SHOWN 1, GRADE ANTI -FLOTATION BLOCK PROTECTION ON THE PLANS 3 1 FILL BOX TO 1.1' DEPTH NON -WOVEN h GEOTEXILE FABRIC FILTER FABRIC POND #1 OUTLET STRUCTURE SECTION NOT TO SCALE EXIST. GROUND/ COMPACTED EARTHEN DAM EXIST. GROUND/ TOP OF DAM EL COVERED WITH 18 THK LAYER TOP OF DAM ,-- OF CLASS-B RIPRAP. 11 i� LENGTH OF WEIR'=20' NOTE5: SPILLWAY AY - 26.50 1. COMPACT EARTHEN DAM TO 98X MAX DENSITY (ASTM D-698) 2. REMOVE ACCUMULATED SEDIMENT FROM THE POND WHEN SEDIMENT 6:1 SHELF BELOW PERMANENT POOL REACHES A DEPTH OF 1.5'. PLANTED WITH WETLAND SPECIES AS SEE WET DETENTION POND PLANTING PER PLANS 12' NOTES BELOW. o NWSE = 23.5 EMERGENCY SPILLWAY FOREBAY _ N - NOT TO SCALE 3 IIIi 6.5' POND _ GRASS LINED SWALE 3 (MIN.) 3 (MIN.) III rI I I f BOTTOM = 17-0 I I I I I = / "'"1 1 1 F BOTTOM 17.0 / -III III l I l , \ � WET DETENTION POND PLANTING 1' MIN. CONTRACTOR SHALL INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP PLANTS OF SIMILAR SPECIES TOGETHER. INSTALL PLANTS 24" O.C., IN A CHECKERBOARD PATTERN. SUITABLE PLANTS: SWALE SECTION ARROW ARUM BLUEFLAG IRIS POND SECTION A CANA LILLY NOT TO SCALE NOT TO SCALE PICKERELWEED ' 50' MIN. 2. -- _. 5' ' a' min. min..R M GatherT—=-I NcINo excess Buried Wire Fabric 111, .2* at r n, at corners CONSTRUCTION SPECIFICATIONS 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL WIRE MESH WITH 1/2—INCH OPENING OVER ALL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED BLOCK OPENING TO HOLD GRAVEL IN PLACE. AT LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST 3. USE CLEAN GRAVEL,3/4—TO 1/2—INCH IN THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DIAMETER, PLACED 2 INCHES BELOW THE TOP AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT SMOOTH IT TO AN EVEN GLADE. DOT #57 WASHED ROWS BY PLACING 2x4 WOOD STUDS THROUGH STONE IS RECOMMENDED BLOCK OPENINGS. SEAL Drop inlet Wire Fabric etai Post with grate #57 Washed Stone INLET PROTECTION NOT TO SCALE SEAL ��C IQ fee• •e� ��i EA r w 0 8 A- : i V 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)2 1-8282 AA0002667 EB0006691 www.mckimcreed.com CONCRETE ` ANTI -FLOTATION BLOCK - FILL BOX TO 1.1' DEPTH NOTE: " CONTINUOUS RUBBER WATER STOP AT ALL CONSTRUCTION JOINTS PLAN SECTION PRECAST RISER/BARREL STRUCTURE NOT TO SCALE 5'x 5' PRECAST BOX 5' TOP BERM EL = 27.50 GRADE POND TO EMERGENCY SPILLWAY EL = 26.50 ELEVATIONS SHOWN 100-YR WSE=27.08 ON THE PLANS 25-YR WSE=26.66 3 311 10-YR WSE=26.30 TOP RISER 24.55 1 5.5'x 5.5' CONC. COLLARS NWSE=23.5 5'x 5' PRECAST BOX 24" RCP CL SS 5 (SEE RISER SECTION NV 21.56 TH LOCKING "0" RING JOINT oR ��Rl p�T \ F�RiC�TYp.) LL ISOMETRIC o�R FF TER ° �oMP qBR1� ACT SILT FENCE DETAIL NOT TO SCALE WORSLEY -- - -..:= -; •4 STONE ... - tV Z........... - ----» . .. .. - W .. 50' MIN. /Y/xroo" 10 sEcnorl TEM P ORARY CONSTRUCTION ENTRANCE NOT TO SCALE WORSLEY COMPANIES, INC. SCOTCHMAN STORE #150 ROCKY POINT, NC GRADING, DRAINAGE AND EROSION CONTROL DETAILS DATE: 9/13/01 MCE PROJ. 08370013 DRAWN J. RONEY DESIGNED J. RONEY CHECKED G. HETZLER PROJ.MGR. G. HETZLER SCALE M&c nil MAW DRAVM NUkW HORIZONTAL: 1"=0. VERTICAL: C106 NA STATUS: ISSUED FOR �" AGENCY REVIEW SITE O NC 210 CD 0 C) 01) N. 2E J. PE FEAi NTS VICINITY MAP 20'x2O'x2O" ENERGY DISSIPATOR CLASS B NCDOT EROSION CONTROL STONE 3Cr F.E.S. INV. = 25.22 (SEE DETAIL) 35' 30" RCP @ 0.80% 30' VEGETATIVE FILTER (SEE DETAIL) o o �.� ! 4 .. 0. .0 0 0 0 0 0 0 0 0 DETENT16N ON t 4 4 -4 4 00,00,0(0,0000 0 0 nononon• TOP OF BANK 29.0,-' FLQOD POOL 2,7.2 EMERGECY ILLWA`� NgRMAL POOL 255 15, 1 lvM v a 14 ........................... ....... (SEE IQ .......... • ...... ............... 1g) ............... ......... .................... ............. . ........... _r .......... .. ..... it R .. ..... ... ..... ............. .......... ......... ..... ......... ............ ............. ... .... ..... .... ........... ........ .............. ............ N" .............................. ............ ............................ ............... .... ................... ....... .... I ......... .. .......................... ..... ....... ............................. ................ Y.I.I.I.I.I.1.1.*.,-,.1-1.1.*.,.*.-.-.---.-.-.-.-.-.---�---------.,-*.,-. ................. ................................ ......... ............................. 6AN60 ............... ........ c ....... .... r ....... .......... ............. .............................. .................................. . .................. POW ............... ....... I k &L ....... ........................... ................ p! ... ... .... ... .................... . . .......................... .................. 4. ...................... ............ 'LE b. ................. I ...... 11 ...... ............ ... . ................. I ........... N .......................... (2) 4" SDR 21 PVC ......... ........... ................... ............. ....... ....................... ............ I ..... ........ / ....................... ............... . ............................... .......... ............ ................... .... ..... . . . ......................... ................. .......................... ..... . ....... ................ \�:' . ... It .............o \ , 4 .... .................................................... ........... g........................................... .............. ...... ....... ... I ......... .................................. i3AN! SEWER FORCE MAINS .................. .. . ................................................. IM cA ....... .. ........ ................ ..................................... ........ ....... . .................... . .. .. ...................................... . . .............................. ..... ............. ........... .............. ................ ................. ......... ........................... I ...... ........... ....................... ........ ........ I ......... ............ ............................. t....................... TO, ........ lo,xlq $027 ENERGY DISSIPATOR -T� P I ............... ........... V I T_ D. 1. NO. 6 PO$E . .............. ............................................... ......... ........ ... ...... ........... . " /1' , 1 1, ........... .... ........ ................. ........... CLASS'B NCDOT EROSION VA ................ ........................... ....... ........ .............. 0 TSF AR' TOP 31.8 N "33 -F" Y ........... .. ...... .......... ............... .............. STONE ............. ...... ...... lo,XlO'xl27 ENERGY DI IPATOR ................. .......... . ....................... ...... . ............ ........ ... . ..................... ". I ) _� " ! lk ....... .... ................. ....... ............. .......... ................. ....... ...................... ................ ......... I ...... .................. ......... . .................... ..... .... ....... ..................................... .... ...... ............................. ...... ............... A�' .......... ................. I ................. \ ; f\ h CLASS B NCDOT EROSIO cy- fliv. ................... ....... CONTROL TONE ...... ........... ........ .... ...... ... ......... . ....... .............. .... ....... �5U7 ........ ............ ...... CN ............. .......... ............... .................................. ........ .. ......................... d ..... ... ....... ....... ................ % ...... . ---- ---- . .............. .. ..................... ............ ............. . . . ................................................. ........ . .... CA R ,P ...... 951•............. • .......... ................... ....... ,A ......... .......... ...... ........ ......... .......... ........ ............. o . I ..... 2e F.E.S. INV. 27.68 .... ....... ................. .... ............ ... 28.5 C, — ........... ........... ...... D.I. NO. 7 .... .................. ............. ....... . ........... . 0 ........ ................ .......... ....... ... I ........... TOP 31.8 ................ ........... ... ...... �p V, D.I. NO. 8 . ................ TOP 31.8 INV. 28.70 ................... .................. .. ............. .............. 7.9 28.19 . ........... ....... \ ; - \ I2e F.(.S. INV. 2 ................. F.E.S. INV.' ..................... ................... ... ................. MAN* .................. INV. 28.52 ................... .......... \ �C,� I f1 J I............ . ......... ............. ....... 8 snow ...................... ............. ................. ....... ................ ............. ► . ...................... ... .......... �i ....... ............ .......... ......................... ......... ...... v ............ ........... ........ ........................ .............. . ............ 1 1. 1 ........ . ................... ......................... ... . ...... ........... ........... 0 iTRUCTURE ........ CPA�L ............ .............h. ........ 6 NO.J ........ ........ t ;, �,6 \ I .... fir..PA�. AREA REPAIR AREA ............... RE 107"\ AN. ................ ....... .............. A ............. N 1 NO. 2 ................. .. ............... ly RAMP D ............... ........................ ................. ........ ....... .................. .. ......... A . ..................... . ....... 1-40/210 ................ ...................•...... ..................... ........... ......................... ....................... ............... . ... ............ GRAVELED CP&LP WER . ................... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . 7 icONSTRUCTION ..... ................. f POLIE jI 1 1. 1,. .............. ......... ......... ............. ENTRANCE . ................. .................. annes" ........... ........................... ...... ................ A44z� \ ;h . of ` , (SEE DETAIL) .......... ......................... ........................ ....... or an sees names wamm ........... o ............ 1 2 3 4 5 6 7 8 9 10 11 11,13 14 15 FIELD NO. 1 , . ..... tv 187 F.E.S. `INV:- 2-780 J" 1\ `�. \ F.E�S. INV. 27.50 -_Tr F.-E -'S--.---INV: 7? INV. 29.00 —GRAVELED CONSTRUCTION ENTRANCE (SEE DETAIL) Now- \ __ _ m N85*10'54"E @ 30.0' -T. N89 To EXI I ow swat ASPH LT ........ . ... an 187 F.E.S. INV. 31.00 I IAPAVED R "a -was 400.54' 0611111 to 38*33 1- SITE PLAN SCALE: 1" = 40' ENERGY DISSIPATOR _7 7-77 77 1 O'x 1 O'x 127 '_10 o CLASS 8 NCDOT EROSION c-) CONTROL STONE -;o ............... 10'x10'x127 ENERGY DISSIPATOR CLASS B NCDOT EROSION CONTROL STONE 210 . ........ . ..... pN \1ARICS) (R LEGEND 29 EXISTING CONTOUR PROPOSED SPOT ELEVATION .......................... PROPOSED ASPHALT -A -.A PROPOSED CONCRETE EDPROPOSED LANDSCAPING TEMPORARY DIVERSION SWALE GRASSED 'SWALE TEMPORARY SILT FENCE EROSION CONTROL AROUND INLETS LJ 0 z 0 ::D LJ z 3: 0 LLJ � z rn rn Ld 0 CID Lu F— sameal 0 CL-0 Ln Lj < LLJ Z: j me. U Un V) Z 0 Lu im— < n Z cle Cie un < 0 CL 9to o Z I-s- < 0 < >_ CL LLJ Lu al >- cle E-- < 00 :D ro ,I a: 7' Ln o Lli _17 00 T_ z 1-- 0 ry 0 0 Z 7' Ld - z CN 2! x 0 < LJ LLJ Z 0 z Li 0 Q Z F_ _j D V) Z o 94026 - DES. PGT, JAKIII DRWN- DMB, MLH DATE 10/24/94 FZ_ S E A L S'; 17374 cl A SPECIFICATIONS FOR SUBSURFACE WASTEWATER SYSTEM Ft7Wr-- f34N1:1.., 60A MAINS, +1 IZo/230:V N62051 NEMA 4X , W/Lzt:*A51_E 1. TANKS: SEPTIC TANKS AND PUMP TANKS SHALL BE PRECAST p4wK1 1-3P', 30AI. BY-40-, .5 ti (0 � 4 °G • COhIT)"'01- 13p.NEl, CONCRETE AS MANUFACTURED BY 5T4- M16HT TANK ii ' _ 1- 1 P� WA ��� � Z � iZ' �Z" G ���� 4 Gi 1PC�U S COMPANY, INC. OR A SIMILAR PRODUCT CONSTRUCTED WITH I. b' j5F arN �N�. LrAV� OAK_ >-e �I ��t.. ��OM ! X Tom. :. I - Z.p• ?OA �}GIz, Ai'U" }'-`� Gt1�G-tiT SAME MATERIALS, STRENGTH CHARACTERISTICS AND N j l;d (,� i� T� jg I� i NT ,as (�,aM . �"'�� �•H • Pyo " i - I pf 2oa �5{C.t2, SPAN DIMENSIONS. A WATERTIGHT SEAL SHALL BE MADE BETWEEN 1�' TANKS AND MANHOLE RISERS AND WHERE 'PIPES ARE EXTENDED ALL � �•)i I THROUGH TANK WALLS. TANKS SHALL BE LEAKAGE TESTED I AU DI l3J r-- AI-&eM (hidaNl 4" cw� VALvg W V�js oox sm, 21 IPVG nwm t�I NCB _P6. 4 k. -4 11 `i0° 1 p • o5GH 40 M • 944U. 5 i NSTAt-L�i7 L.\/SL ONE HALF { 1/2) INCH IN A 24 HOUR PERIOD. AFTER PRIOR TO FINAL BACKFILLING. LEAKAGE SHALL NOT EXCEED r.C�lP a ¢'i"'H• 40 pv� �,��� i ONjig!!L I74NicL, NEMA 4-A,.HOAo VISUAL N(e5F4 BACKFILLING, THE GROUND SURFACE AROUND THE TANKS THE WMT--R ALAXI l" 1 # Naw•N TANKS SHALL BE GRADED TO DIVERT SURFACE RUNOFF AWAY FROM THE TANKS. TANKS SHALL BE INSTALLED IN ACCORDANCE ...W/ CvNGf clauAe-• DLJ rLt5K WA- 6120UNPI NG 1 CoNi-wL, 4 PoW IF-t CONDUITS • .C> 1Z65�: D sue,-'::;Ff= WITH THE MANUFACTURER'S RECOMMENDATIONS. MANHOLE ro"r., W. P. Go`Iellc --� I=rrTINvs. @ r-Aj/- Rp. iai/ WAT'm Ptzoop 4RISERS SHALL BE EXTENDED TO FINISHED GRADE ON ALL &ALV. UN IST su 1'rvt Games fit= se.LE_ "G-TANKS . . r1CAM E To su tf ejaul F. MOM 13U ILDI NC�� C� Ca /a 2. PIPING: PIPING SHALL CONFORM TO THE SIZES AND -�� ��� ..._ ._._ .� ..� ._ _._. MATERIALS AS SHOWN ON THIS PLAN. CLEANOUTS SHALL BE C�'�•tP� - �. _ ____ _. _._ -_ INSTALLED WHERE SHOWN ON THE PLANS COLLECTION LINES SHALL BE TESTED FOR LEAKAGE AND THE TOTAL EXFILTRATION 4- L' 6FATr E VALV, MLY- Ham,® FL I w SHALL NOT EXCEED 0.1 GALLONS PER INCHNOMINAL DIAMETER PER 100 FEET OF PIPE PER DAY. HYDROSTATIC TESTING FOR 2► ' s rj,®OD GAL THE PRESSURED EFFLUENT SUPPLY LINES SHALL CONSIST OF II �• _ _ • •0 sej, i'IG Y'd`Nk' MAINTAINING A TEST PRESSURE OF 100 PSI FOR 30 MINUTES Lirr lc_ ,. ru m P I %�i�G,qr � WITHOUT ANY PRESSURE LOSS. INSTALLATION SHALL CONFORM TO ASTM D-2774. 45(w' N e,-Ipw,) VEw- Iho Bam® I p 3. DISPOSAL FIELD PUMPS: A DUPLEX PUMP SYSTEM SHALL BE I i SUPPLIED AND INSTALLED IN DISPOSAL FIELD PUMP 2r �^ --- - -- - 1-- - -- --)- I -- - -- -- TANKS. THE PUMPS SHALL BE MYERS MODEL 3WHY 1750 RPM WHICH CAN PUMP 159.3 GPM AT A TOTAL HEAD OF 23.4 FEET q� GAL PtJ M P TAN k NM' rem6&wt4 TAfjK WITH A 3 INCH DISCHARGE. THE PUMP SHALL BE 2.0 HP �„ F �� ETA`( �� (JI�TG P.T -1I� A 2- PAI K-r TANK WIRED FOR THREE PHASE, 230 VOLTS. PUMP SHALL BE ) INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 21 Pvc_ RECOMMENDATIONS AND CURRENT NATIONAL ELECTRICAL CODE. DIP PVC, 4. PUMP CONTROL AND POWER SYSTEM: THE CONTRACTOR SHALL SUPPLY AND INSTALL PUMP CONTROL AND POWER SYSTEMS AS :���� i�iL�. AT Ye, Z�� SHOWN ON THIS PLAN. VOLTAGE REQUIRED', IS 230 THREE 1 EkJa PHASE. MERCURY FLOAT SWITCHES SHALL BE INSTALLED TO PaiwTe.> ALaw& AU-, Lre.-I'�CAUSP AS► A C7,4j'"1) f jam' CONTROL PUMP AND ALARM FUNCTIONS AT THE LEVELS .Z'Gj. INDICATED ON THE PLAN. THE SWITCHES SHALL BE INSTALLED TO: CUT OFF POWER TO BOTH PUMP AND ALARM; ENERGIZE THE PUMP AND ENERGIZE THE ALARM LIGHT/HORN AT LEVELS AS SHOWN ON DRAWINGS. c A i N iz: I tL.D PLA 1� vrzie'N rlo.j) A SYSTEM SWITCH, HAND -OFF -AUTOMATIC, SHALL BE if I sUAI, ALA -M, P-F-p U&INM i'j/ W I r-E G- j'&r_D AUD) t?I.f✓ .olAieM �L.f✓V. 35.ej AUTOMATIC, SHALL BE INTERNALLY MOUNTED FOR MANUAL i\►p(E: AU_ iNTo t W�1L OPERATION SELECTION IN THE "HAND" MODE. PROVISIONS 1 # 2 PUMP KdMNiN6'/ ot* t6NT, SHALL 14av6 Sr -AL oITFgTIrJ&0c SHALL BE MADE TO RUN THE PUMP AS THE OPERATOR SHALL AAKM 641,F-Mm _ 1 Ji OAF iSK_p, izjwoi1J- is G-�N SELECT. A RED LIGHT AND HORN IS TO BE EXTERNALLY WASTEWATER DRAIN FIELD CONSTRUCTION DATA �� �'� �tT�N �` � � it � MOUNTED ON THE CONTROL CABINET FOR "HIGH LEVEL" ALARM �r LCO Q -(adt_ NATGH OK .�PPKo\/�p F�UQ L ¢ ENC1,Or�t1c� 1pE • tP••iA% Lac ��A INDICATOR. A PUSH SILENCE TEST SWITCH SHALL BE PROVIDED FOR LIGHT ALARM, AND A SILENCE SWITCH FOR'THE HORN SHALL BE tzf, Wv.raa� S�pT. u2G11tj PROVIDED. FIELD 1 LENGTH OF TRENCH PRESSURE HOLE NO. HOLES/ prw_A'e; cow-Kem -1�7P A CONTINUOUS READING, NON RESETTABLE, ELAPSED TIME MANIFOLD LATERAL LATERAL BOTTOM HEAD SIZE SPACING Top >✓L� V = 31. ri 3" V�N7OP M N - Wt�G►z1 i3lecs. METER SHALL 20 AROWITH DCOVER FOR TSHALL BE ON AE PUMP. A ESEPARATETHER OOF F12P L,&[>MK Kutj s, @ itir O.G. - -- COi�IDu'r Z CIRCUIT. POWER IS TO BE SUPPLIED BY A 60A PANEL NEMA 1 1-15 90' 31.25 2.0' 3 16" 18 5.0' / / (Or'T}oNAi r,,iN 5.1.6M) 4X ENCLOSURE, THE ,AJ�.ARH CIRCUIT SHALL BE A SEPARATE �ToP �t�v.31,� BRANCH CIRCUIT WITHIN THE PANEL. 6" MIN. (TYP ) FIELD 2� - ALL MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE Qr tIfJ ' t ;t LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. �.' ¢'-o" i.D. ii.N. Top _ _ TAN Ide i-F-1N ra�D TO i r l 1-15 90' 33.25 2.0 3/16P° 18/5. 0' '1 _ H-ZO t3 ure Lo D 5. DISPOSAL NITRIFICATION FIELDS: SYSTEMS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THIS PLAN AND ALL 4-:r-- FLAN FOK ;' tj t APPLICABLE COUNTY AND STATE REQUIREMENTS. THE Co�-tllpJt 4nom +oKIENTAiI0M .i` -' `'_, t Co' n ss:._ ,�a.-...;;:. n NITRIFICATION FIELD SHALL HAVE A MINIMUM OF 6 INCHES ' r .-grto 8 �� INFLUENj r7.3. �) AND A MAXIMUM OF 18 INCHES OF SOIL PLACED OVER THE TOP a 4' TRENCH. THE FIELD SHALL BE GRADED AS SHOWN ON THE PLAN 4'. (NV 2i-Gi7 ,. INV. UQUID I W' 6(AlOM-3S SELL LIB(' CH&I �1 or WLv ore �, I 2�.�� ' SO THAT NO WATER WILL POND ANYWHERE ON THE FIELD AND SO arm'• wo-Cmasive Kgrxt&L, Urr OUTK4i�, ;.� 1 20 rrJv SHALLTHATWATBEDSEED D AND MULCHED AFTER WILL NOT BE DIRECTED NF NALTO EGRADING. FIELD CLEANOUT INSTALLED FLUSH Ii 6Y APr?ovDL decTteic core D NOTE = 5! AL, ,aLL piPF/TAfJ1L ALLOW HEAVY EQUIPMENT ON THE FIELDS AS REQUIRED FOR W/ CO �! C. cowpwLs SUap5tilDED ' 4 4i VAD r coi1�l�GTiONG +TAuk doi N s CLEARING, GRUBBING AND GRADING PROCESS. USE THE "" SCHE80 i iI SCH. 40 LATERAL GWN� SMU 15��. i' q a00 GAL 1: a �4n T SMALLEST EQUIPMENT POSSIBLE TO ACCOMPLISH THE WORK. 2 4 SQUARE x 6 THICK 1 C tC C O N C. _ € (; kl/ calj ote ApPtZov�o i t vSL #3 PUMP 2 ,etAkM OiJ 15TA`f KIGHT 1i camNi>✓t�GI�+L ` JIc SE4La T. 6. CONCRETE: ALL CONCRETE WORK SHALL REACH 3 000 PSI PAD, FLUSH W/GROUND >� 2 PUMP 0 1 oN _AI l� N LINE C.O. COMBiNATI t` Y 1/8 BEND - ' 9 ' PUMP "1",N 1C._ STRENGTH OR GREATER. r 000 L�v�t- # i rumps oGF It3'' A 1tJGi raSE pump to STAY KI&H-r C0QTr A'cT0 _ is i��i iG1� t V ZO Iri t2" DrSCfie1 To 4"P1r .; ; SEPTA T& N K- McASU ' ofr TAiJks 7. NEWLY INSTALLED LINES WILL NEED TO BE RINSED CLEAN WITH 21-5 � ��.ad: ' WATER PRIOR TO PLACING INTO OPERATION ONCE IN :_ OPERATION THE SYSTEM IS DESIGNED TO WORK WITH A -END 0 F LINE C .0. Cur�t7 r N KT - - - - -- - - I - - - - - - - 5i 1'IAtJ ltil:t � _ _ PRESSURE HEAD OF 2 FEET. 9 0 " ELBOW 6 ++ „ 1, N iL` LA-( K/ MV WA445P s)oN8 (I%fP } t PE Ie Oie_i e0fATI0tj t \/�i, �L TS 5N1�L �� � tx 8. THE CONTRACTOR SHALL USE THE LIGHTEST EQUIPMENT I 1 NrK -rut: i tA1-u e, -ru AT t✓i ^,rr PoSr totJy 13p to s. MANIFOLD END CLEANOUT 4 MANI FOLD cAN DF, AVdUgV_0 WrN T °UT �telil(� 42 -a _ POSSIBLE FOR CONSTRUCTION OF THE DISPOSAL FIELDS TO q it SCH . 40 4• X t�. x 11/2,� PUMP UOV, 10" WvIMrst l UM oiW 1aa�d MINIMIZE COMPACTION OF EXISTING SOILS Ak 'i000 GLLON �TAY- �jl�nntJc.�. TEE SCH 80 FIGHT c7ePTIG TANK Ici 9, SURVEY INFORMATION IS FROM SURVEY BY SHERWIN CRIBB A 2-- P4KT TG�NK . hUMP2 W1I , bp- iNsrALLOP oil sl.lp5 SURVEYING AND PROVIDED BY OWNER. i?AII_ SYSTEM raK Gulick. D1sc0kI06cfl0rJ 10. ALL PIPING JOINTS AT EVERY TANK INLET AND OUTLET WILL SEC 10N ALONG 4- 1_19-sSrA.TiOIJ 4- Sr_rTiG TAN K- REQUIRE WATERPROOFING BY COAL AND TAR MASTIC OR OTHER APPROVED WATER SEALANT MATERIAL. LATERAL CONNECTION TO MANIFOLD 11. ALL LOW PRESSURE LATERALS SHALL BE INSTALLED LEVEL. FIELD IS DESIGNED TO OPERATE AT A HEAD OF 2 FEET. START-UP OF THE SYSTEM SHALL BE OBSERVED BY THE ENGINEER AND THE BRUNSWICK COUNTY HEALTH DEPARTMENT. 12. THE CONTRACTOR SHALL NOTIFY THE BRUNSWICK COUNTY HEALTH DEPT. 48 HOURS IN ADVANCE OF BEGINNING WORK ON ANY PORTION OF THE WASTEWATER COLLECTION AND DISPOSAL SYSTEM. 6 " THREADED CAP W/ PLUG. I NSTA.LL FLUSH W/ G ROi1 N D END OF TRENCH-- Ii1I1111 1111 = IiII I' MAX. 6" PIPE Ir' LATERAL ii1 THREADED CAP I - 611 �- 90° ELBOW LATERAL CLEANOUT DETAIL 2 Fi P-L Dr:,GH -7 1:� '-ra;&.L r- i ELL W I DSTH dote. r�1GNI✓s -rr-P.NCN I I' -o " " Coll i i) �� �Ir if �tt Zi 5-v 5-a roll MIN. -ror6enq L OK.&IN r-Ir'Lp 45ToN15, V'TQ I'lt" per•.• . LaT~►ei WASHW CXUSHED &rAVt!U,. SG H. 4o FlVG . i X Co Meat E ?eD C'jYP.) NoL otcl riT-,a-noN (Tyr) ,e,g5w_M&1-s sips ry gw2 NeTt = (,I TrZNd4sS .' C> oT'H M Ham. I•I Lorr' S419 Ile, 3/160 " Q S' o, c . EAGN FIGLP N ��r12.► � i c,�T� o �I ri eLD cr-ass sEcrlo N it PRINTED DEC 1 1994 d- m m W F•- v 7 `\\ \. * ff olio t ., wc7f S EA L. �. 17374 " n ' . of REppF� G2 w w i [1-1 /2" NCDOT 1-2 ASPHALLT ON 6' ABC STONE BASE 8' 20' 20' 8' 4% .w 2"" 27. ,,,, A. 3 �1'-Cr MIN. 6' ABC r(MAX) (MAX) GRADE TO DRAiN SECTION A --A TYPICAL. STREET CROSS --SECTION N.T.S. LOW ASPHALT CURB DROP INLET 30' 8' CL. 51 DiP m 0.407 SECTION B--B C 30' 28.00 29.0 BOTTOM OF 1 L 3 - BOTTOM OF SPILLWAY SPILLWAY " 299.0 299.0 28.0 --� ----- 1 1 SECTION C--C EMERGENCY SPILLWAY DETAIL 6„ W 6„ 5' 30" F.E.S. TOP 29.0' TOP 29.0' iNV=25.22 FLOOD POOL = 27.2' 35' 30' RCP 0 0.807 NORMAL POOL = 25.5' 25.0' 2.0" I.D. 3 20'x 20'x 20" ENERGY I w 25.5' DISSIPATOR CLASS 8 NCDOT EROSION CONTROL STONE TOP OF BANK � 29.0' FLOOD POOL - 27.2' 30' VEGETATIVE FILTER 6„ NORMAL .POOL = 25.5' 22.0'�-�i-�•- BOTTOM OF POND = 20.5' 6 6" OUTLET STRUCTURE DETAIL v EDIATE WIRES a b i*) 0 0 3 NOTES: 1. FENCE FABRIC SHALL BE A MIN. OF 3r IN WIDTH AND SHALL HAVE A MiN. OF SIX LINE WIRES WITH 12 STAY SPACING. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MiN. OF 36' IN WIDTH. FABRIC SHALL BE FASTENED ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ENGINEER. 3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' TO 4' iN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN 19 WiRE STAOLE 1 1 /2" LONG TEMPORARY SILT FENCE CURB 1 L.� 5 30' F.E.S. INVERT - 25.22 20' x 20' x 20" ENERGY i DISSIPATOR, CLASS B NCDOT EROSION CONTROL STONE VEGETATIVE N.T.S. NOTES: 1. SIDEWALK THICKNESS SHALL BE C UNLESS NOTED OTHERWISE. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT WITH NO CURB. 5. 1 /T EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SiTE PLAN. 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT PARALLING CURB OR STRUCTURE. 7. REINFORCE w/6x6-10/10 W.W.M. eLtt.-saurnmc PLAN SIDEWALK JOINT D ETAI INTS PLAN 47 SIDEWALK 3000 PSI CONCRETE CUT OR TOOLED JOINTS 1 4" R STEEL OR WOOD POST e .117 WIRE FABRIC A7T. to •A FILTER FABRIC 114 (i i=11 I -I I (,f { I-1 i i- 6x6-10/10 W.W.M. OMPACTED SUBGRADE SECTION ANCHOR FABRIC SKIRT CONCRETE SIDEWALK CONTROL JOINT AS DIRECTED BY ENGINEER UT OR TOOLED )INT 'ENDiCULAR W DIRECTION 1 /2' ASPHALTIC PREFORMED Jr R EXPANSION JOINT-\ � -� s .• < 4i, • a • f '•.. '1� ' _ _I 1 I . •a � �11" .- � 'Ira � "-IIL,;,III1111�11` - _I1�• •, �4 • d � • 10 60-10/10 W.W.M. COMPACTED rm i II ; I i i i I I I I-- SVBGRADE SECTION WHEEL CHAIR RAMP TYPICAL SIDEWALK AND WHEEL CHAIR RAMP DETAIL NTS 1'-6" x 1'-0' x .080 STD. ALUM. HANDICAPPED PARKING SiGN �/ TO READ 'RESERVED PARKING" RESERVED WITH IDENTIFICATION SYMBOL o BOLT TO WD. POST W/ 3/8' CANDIUM PARKING PUTTED NUTS, BOLTS & WASHERS. F1 1'D 9' x I-(" x .080 STD ALUM. SIGN TO READ 'VAN ACCESSIBLE". o BOLT TO WD. POST WITH 3/8" CANDIUM�- PLATED NUTS, BOLTS &WASHERS Sr x 1'-(f x .080 STD ALUM. SiGN If TO READ 'MAXIMUM PENALTY S 100, BOLT TO WID. POST WITH 3/I�'.'� CANDIUM PLATED SYMML ON WX s cROU ND GRM NUTS, BOLTS do WASHERS. nNISHI SACKt#tOtMJO - WHn ALUMINUM Cx C POST. GRADE ar/lKmg r �� MAXIMUM VAN I (- -! I I 1 PENALLY > ACCESSIBLE. �� o®TI I i�l 11 1 f I!I ! f i ft � I.Ir IN, I i I=14 I TI I I I=1 i t TI I I LET AND BOR- � t" L. WO AHD BORR - WEN?I T I f ITT I I i=1 I I- i?!AiCP(GNt0U1� - wF,iTE eAcrccRouNo - 04MT 111 T1 i ITITI I I TYPICAL HANDICAPPED SIGN DETAIL ENERGY DISSIPATOR_ N.T.S. 1 /g' R TOOLED JOINT -7 1 /2' EXPMSi0N JOINT MATERIAL EXPANSION JOINT (E.J.) 1 /4' x 1" DEEP w/AN 1 /Ir R TOOLED JOINT a •f .d .: t CONTRACTION JOINT (C.J.) 2 GRAVEL FILTER L`U WIRE SCREEN--J `---CONC. BLOCK GRAVEL FILTER WIRE SCREEN FILTERED WATER OVERFLOW + FILTERED WATER RUNOFF WATER O�-�,� -� RUNOFF WATER ®� w/SEDIMENT-= _ w/SEDIMENT � SEDIMENT 4 DROP INLET w/GRATE SEDIMENT WIRE SCREEN CURB INLET 2x4 WD STUD SPECIFIC APPLICATION SPECing APPLICATION THiS METHOD OF INLET PROTECTION iS THiS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE APPUCA13LE AT CURB INLETS WHERE AN EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO CAPACITY iS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT EXCESSIVE PONDiNG AROUND STRUCTURE OF STRUCTURE EROSION CONTROL AROUND INLETS_ NTS N , /Aw TVnr- t A fLi^r%AT'% NOTE: PAVEMENT SEC11ON MAY VARY DEPENDING UPON FIELD CONDiiIONS. CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNiCAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. PAVEMENT SECTiON SEEDING MIXTURE SPECIES 1 RATE Ob/I PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 COMMON BERMUDAGRASS 10 GERMAN MILLET 10 TALL FESCUE 50 SEEDING NOTES 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERVCEA. 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- COME A PEST. BERUUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. SEEDING DATES APRIL 1 - JULY 15 SOiL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTiLIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERiCEA AND MOW AS OFTEN AS NEEDED. GRASSING DETAIL TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE N.T.S. SEE PLAN F ORIENTATION CONC. COLLAR ►1 SITE WORK NOTES: i-- 1. THE CONTRACTOR SHALL VISIT THE SiTE TO BECOME FAMILIARIZED WITH CO FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS WiTH PROPER AUTHORITIES AND SHALL MEETANY REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. L.d 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, z O V) WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.. � Y 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING CL BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE w �y ELEVATIONS WiTH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. U 6. DISPOSAL- CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE W v) z REMOVED FROM SiTE. 0 O Lo 7. BORROW MATERIAL. THE CONTRACTOR SHALL. FURNISH BORROW MATERIAL. � 1) REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED z WITH BORROW OPERATIONS. tY < 8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO ►`) RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL 0) WHEELED ROLLER TO COMPACT THE TOP a TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WiTH A CLEW, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, Lij O SM OR SC. FILL MATERIAL SHALL THEN BE PLACED iN , LAYERS NOT TO EXCEED 15 AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0-698), WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL. FILL iS TO BE PLACED THE UPPER 12 INCHES OF iN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE O MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER 10 SHALL BE WETTED IN ACCORDANCE WiTH COMPACTION REQUIREMENTS. iF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT iS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF. EXISTING UTILITIES DURING CONSTRUCTION. 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY NORRIS-WARD do ASSOCIATES AND PROVIDED BY OWNER. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSiTE. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT STANDARDS. 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 17, CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. 18. REW. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE IIi, FACTORY MIXED. QUICK DRYING, NON -BLEEDING. 20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL. 21. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF DISTURBANCE. 22. ALL EROSION SHALL BE CONTROLLED INCLUDING SiDE SLOPES BEFORE THE PROJECT iS COMPLETED. 23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON THiS PLAN ARE NOT EFFECTIVE. J 0 OL F- Z 0 Z 0 0 W Q Z 0 '.j Z Q V � V Z Q V J Z W ~ gnomon Z0 Q Cie W � z Z � 0 Z 0 U Z 0 Q � w � vcle N� w OLu O c �::Cie 24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR W AS SOON THEREAFTER AS POSSIBLE. a Z n O 25. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN W (D (.D DURING CONSTRUCTION. Q i i 26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. _ 27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL L Z PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- LL- OUT. - 0) 0) TEMPORARY DIVERSION SWALE N.T.S. SEE PLAN F ORIENTATION CASTING NOTE: USE DEWEY BROS. CH-BN 3A FOR CATCH BASINS AND CH-BN--47 FOR YARD INLETS CONC. COLLAR CONC. COLLAR ASPHALT PAVEMENT El". VARIES ILL. BRICK MASONRY W FLOW xx 4" 3000 PSi CONC. R • f. SECTION DROP INLET DETAIL. NITS T- �O(y) O0 zzz CN < N (3 z OQ ^Jh V Lai L1 z 0 Q Lv _ - F- D V) TYPICAL GRASS SWALE Z N.T.S. © O r� CASTING 11111111 NOTE: USE NEENAN R-6672--8 CATCH BASIN WiTH TYPE W FRAME OR APPROVED EQUAL 94026 PLAN O DES. PGT, JAKIII CONC. COLLAR ASPHALT PAVEMENT DRWN. D M B • 'd ELEV. VARIES�2i :' . ATE 10/2 4/9 4 W PRECAST CONCRETE ��``�,�\���..•...,>., �`'',� FLOW j S E A L •: 17374 3000 PSi CONC. . ,a... �. A `��'��,�'RE(�1` •'. 'f 4' .. . ,. • " '• `������ /i/JJIIIt�I�� SECTION DROP INLET DETAIL @ TRUCK F HFI INr7 AREA NTS IDA ik . __ _------- ........ .C... 1.4 ... _._. __....