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HomeMy WebLinkAbout20180061 Ver 1_G1_C12_permits_buffers_half_20171113_20180111 (2)c � o` s • � � V � � O V ee �:h�d1' 9-A FOl" I/7i� ,A r7` ''.l�a..T� �e Sl��et l-8 For �tai��� d ��inL %ingy �heei � 3L1/� 1 �� � / \ K \ i �C �� �\ %� � i siii /� � , �;� � / �,,. 3096 /� 3aP, P ROJ E\CT � -- 3097 3091 � 3189_�3188 ` 3045 � �� �� 3� 3190 �� ����r �`�.� 3056 3045 ;�3255 3099 � 3190 f 3 "� �y,'"', - 3099 � BEGIN ' 3093 PROJECT' � , � ;• �!3ioi � � • 309 � � 3056 r - �� 3045 � � �� ;J _ � W H ITS ETT ��. � 30881�_ �� � �--�� DETOUR TO MT HOPE �� CHURCH RD (SR 3045) VICINITY MAP 3104 ��'� l�I� ��l-r� 1`���I� 1°T'II� ��"�1T�' �li�,I� � I � ��!����� ��' �������� G UILF�RD CO U1�TY LOCATI011L• REPLACE PIPE #40 2144 ON SR 3093 (OLD JULIA11l RD) — 0.5 MI. E. JCT. SR 3045 (MT HOPE CHUCH RD) ; 3103 TYPE OF WORK GRADING, PAVING, SHOULDER 3� COIVSTRUCTI011t, f� CULVERT _ : 3111 � BUFFER IMPACTS PERMIT N.T.S. N I r H��.; N tJ -� � � �� N t/'1 � I � � -+ w '� d '� 1 i �� PROP C�{ULVERT / L STA 12�i+12 00 BEGIN PROJECT 17BP.7.C.12 i W ' -- i � / -L- STA. 11 + 74.00 \ � � '�� � i � _ W / --r- -- - �\ I �� �ii — , ,, ��, , - --- -- -- ��, — — r i � � ---- - - ; , � - - i/i �ii -- �--- �i -- --- � �I � �� _L- � SR 3093 (OLD JULIAN RD) ___ ___-- - CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. ' '� 1", � �_ � �.. ;�� —,�r� END PROJECT 176P.7.C.12 -L- STA. 13 + 00.00 � � - -- -- --- ------ - ------- --- -',I - �-i- -- - - -- — - — - -- -- -- - - -L- SR 3093 (OLD JULIAN RD) —g�-ti=----- - --�-`� ,,,- -- - - ---- - - -- - _--___-__—__— _— ____— ---_� _ — _ \ — -- --\ �� — —...�� � � \ ) TO ROCK CREEK — DAIRY RD - � _ (SR 3056) % B ,v �� � � �y ✓�\ : i I �B I � JS Ta � �� ra ���� 9L� \ T B /9i _ , ei �e re Te � \ T ,'(� B� DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, VERTICAL ALIGNMENT, & VERTICAL STOPPING SIGHT DISTANCE. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ������� �������rrd rr, tn� ��tfi��� �;t� rrYnnaaL�cs ENcirvEEx ADT 2016 = 590 TOTAL LENGTH WBS PROJECT 176P.7.C.12 = 0.024 MI � USI� � USINFR.ASTRUCTURE zo io 0 2o ao ��.� OF CAROLINA INC. G����. V = 60 MPH � �/ � � � �� � � �� � i �� i14Q P�I i�WP011�i iSLVD, UITI�� .=00 '�� � ��2\� PLANS FUNC CLASS = LOCAL HARi_r�TT I��ORT-I _ARuI IPJA 2F�-'7.� r.�. �� 20 10 0 20 40 i�l G_ LItEiV C�, � 1����0 sicxaTunE: ��� � zorz sznnv,vin srEcrF�cnrroNs ROADWAY DESIG11l �"� �� ; PROFILE (HORIZONTAL) RIGHT OF WAY DATE: SANDRA P. HAYES, PE ENGINEER ��� ��`?/ PROJECT ENG/NEER ���'+n� �� � 4 2 0 4 8 LETTIIVG DATE: KEITH A. SCHELL, EI PROFILE (VERTICAL) PROfECT DESIGN ENGINEER �'E srcuarunE: N Z O � � . , � �I 11 � I � \ GREESO�HEIRS I\ \\\\ DB 7iil PG 2691 \ -- -- - - -- --- ___ \`� � . zz ---__ ���,\ �y -- —'— W n��_ --__ _ -�� N - - - � IO __ . N �' �' - - _ � FREDLIIE�'N & CATHY`G �OSSF�r U6 . °%� 1 `� �� f�l BUFFER IMPACTS PERMIT �� '-- BEGIN PROJECT 176PJ.C.12 � � ---------� `� -L- STA.11+74.00 `1 , 1 � � - -- -- i � , �— - � � � � i� � / �V �� � � � � \ � ! � � �� �,� � � S--`� , ` ; ' --` ----- - , � / --- F------- / --------�----- i � _ 1 1i I m � � � � � I � o� II !� � ; � --� < — PDE — u` \\ \ , �\ \ - � � � \ � \\ � _ � �', �� `� � � � '� � � � �� �� N � � � � � �� \ � � � N � STA. 12 + 12 -L- � ` ` � - � ` �� � 1� � ELEV.=580.ST \ � ' � ! 14''-11" X 9'-10" CASPPA � �'� � W/HEADWALL SKEW=90° _ ���� _- i C� > I � END PROJECT 17BPJ.C.12 4 - --� ' -L- STA. 13+00.00 SILL�� �� -----`---- \ �' � � F �I F'��. '_ � � ,rH R. , � � �,, . . _ . . � . . � � SILL —._. - . � ., . �- � __ _ _ _ �----- — `'i•j�>.. �.._ — '- D � " '-_ � - � � / �� u< � _ i _ ; � , ' , �< I / - - x _ , 8.�, � , �� �'' �' - i , � i � i i �� � i i � / � � , `.<-� � <�' ` r -586-_ � � � � Q,� � ` ' D � � — __ — — _ -_ — . 't�aR�! �EESON NEIRS- � / __ . �. . P �C1. . ��"� , ��- ��P�?S�TF6 L� . — --_ ,. /91 , . - 585- --- -- � , � � _ / - 584---- /.ya� i0�� .5�� 5�6 5�`' - � % . F''' _ _- /� 01/ /'(0 � _ _ � __ � =. � ,i - - _ _ ���� � ! ,�� . � \ � � \ V A � �� � � \� I ,,I � I '� � `� � I / � 1I� I � I � � . r� � � � �. -'� _- - - -- - . , ; � � — --� ---- i . ---- `-------. i i .' i .. . _ , '. ' - :' �I ROCK CREEK I - ` ,iI�Y RD - �- i - _-_-- -- �? 3p56) � ___ _-. — ._ �-- - ,. \ � � ._ _ - � ,:_ .. . � � c /- ____ ___.�_ ______ `____ _ i � ---\� _ /, _ _- ___ ____- _ 8 _ :�___ '_ — �_ _ � _ _ _ — _-� _ _____— _ _ _ , V __�. A / �m � -- ., _ _ � � � � ,eZ �,- ` - _ � � � ,� , \ � �� � ; � � �'�� .,s � �, � � �'� DE Te � I '' 8� m �,w �',`nw �\ 0 � �� N A � Q TB ���? � - -- � � 1 V � \ � I ------_ � \TB\ \s S�6 \� \� \�\� \\ `s� � \ \ \ � \ \ _ re re; , s --�__ � � � � � � �� - -Q, � � � � � � - -��o� W �, � � , � � � � �� / TQ - - carHr c casseu � �� � �'.,. / �� �� i� � � � � _ � --- oe nes� Pc �ea --� \ � � �� \ \ � i i � �� � / �'�_g1 ---- � � � � � � � � � , ,� '� ��'�� — � - _____--� `�� `� � � �� � � � � � �, - �� : , . � , , ,' , , , ' ___- � � � � , � � � � ,�' � , -- _ �� ,`_ ----� � �� �� � � �'� _ ,, _ �� , � _, � � � � � , � _ � �__ �-_� � � � � � NATURAL GROUND LT. � \\�� 11 + 00 SILL C� STA. 12 + 19 -L- C� ELEV. = 580.87' I1 @ 14'-11" X 9'-10" � CASPPA W/HEADWALL I SKEW = 90° �I I'1L�1� �%l[�E� __,� 'I ��'�'JE 11 ; � � � � 1-=-�5YR.=57_4T�`--- � ,��, ` NWS = 569.0' � ;=- " = NATURAL GROUND RT. 12 + 00 1@ 14'-11" X 9'-10" CASPPA INLET FACE 13+00 14+00 TOP OF BANK � / i ---- �'-- C� STA. 12 + 19 -L- C� ELEV. = 580.87' 1 @ 14'-11" X 9'-10" CASPPA W/HEADWALL SKEW=90` EXISTING 2 @ 96" CMP -�� � �---� , '-- SILL STREAM BED PROJECT REFERENCE NO. SHEEf NO. /7E'F.% .L�e/C ILW SHEET NO. ROADWAY DESIGN HYDR.4UUCS ENGINEER ENGINEER 1PI�lEi,dl�dN. 1E3�Y 1P1L,�N� DO N�T VSE FO COM1STR[1CTION IN����1P1L� ]E 1P1L.�I�S 00 NOT i?SE FOR FW ACpV�SITiON DOCUMENT NOT CONSI�ERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 G��i ic LEGEND , - RIPARIAN BUFPER � � � ZONE 1 (30') BZ 2 RIPARIAN BUFPER ZONE 2 (20') � ALLOWABLE IMPACTS ZONE 1 i, �� � %,� � "�� (ROAD CROSSING) ��� ALLOWABLE IMPACTS ZONE 2 � � ,� (ROAD CROSSING) �� , � , �' ; . � 1' SILL INLET/OUTLET DETAIL 14'-11" x 9'-10" CASPPA GRAPHIC SCALE Z�rii-n� � 1" = 50' / 25YR= 574.3' --�� - �_ ��-- " �� NWS=569.0' � SILL C� INVERT ELEV.=566.0' SLOPE = 0.008 FT�FT. . , • 570 560 � om H � G � H z ��0� r��l�Cn i—miz—i=D =�DDm � Z 2�0� z,��i-� • � o ,-� nDDD �� �o z� m Z � r m� � _ _ � � m � D � z = O p o �7 D � � � 0 ro � D � � � �"� Z Z � � � O � SEEIPBANS A �� �CLEARING LIMITS � \ S� ��E "� =�E- � R�W � �� CLEARING LIMITS � � E ��� E�E- E E � � - � R/W C � � - - - - � - - - � - � SLOPE STAKE LINE � rE.O.P. R/W � � C - - R/W � � SLOPE STAKE LINE F Iy B � E.O.P. �-� D - -------� � �-� �-� � � � � �F �_(�` /��--F---- � �) E ���� E R/W � - � E E �O \ R�W �� E E-'J/ E, ` CLEARING LIMITS i.� �) �. � \ � �- .-���� CLEARING LIMITS ^ . , A �j �, • ,. . CLEARING LIMITS ' .• � �• . • ��'' � • �.� +. g.. • • . D GENERAL NOTES: C � 1. REMOVE TREES OUTSIDE THE CLEARING LIMIT WHEN, IN THE OPINION OF THE ENGINEER, THE UTILITY OF A TREE WILL BE DESTROYED BY THE CONSTRUCTION OR THE CLEARING OPERATION. 2. CLEAR IN ACCORDANCE WITH THIS STANDARD EXCEPT WHERE ADDITIONAL CLEARING IS REQUIRED FOR SAFETY AS SHOWN ON THE PLANS. 3. FOR SECTIONS WITH WIDE MEDIANS WHERE TREES ARE TO REMAIN, CLEAR THE MEDIAN SIDE IN THE SAME MANNER AS ON THE OUTSIDE. CLEAR TO SLOPE STAKE LINE OR CONSTRUCTION LIMITS • t .• ^.� • ` • . �� '• � . •�• ..'. . SLOPE STAKE POINT - C� ROAD � SLOPE STAKE POINT J � PART SECTION D-D CONST. LIMIT LATERAL DITCH, CHECK DAM, SILT BASIN, SILT DITCH, - . TEMPORARY DIVERSION - CONST. LIMIT � � �� � ::; ' • . ,� � `. � SLOPE STAKE POINT � PART SECTION C-C ;:� ' .. �•, � � �: •:. . FENCE � • • . i � ISLOPE STAKE POINT� PART SECTION B-B CONST. LIMIT RISER BASIN � Z o� H � H Q ¢ HOCC='�C� LLJ�Hz O O � _ wQzV-2 QU��H � cnl—�OJ �O�Q Z H � 1 � � H 0� � O L.L � Z Z H ~ �. Q Q H o W H J o V ' � � LL O z O = � � 0 � _ _ � � � W J � C.3 Z W HEET 1 OF 1 SLOPE STAKE POINT---� `� SHEET 1 OF 1 ZOO ■ OZ SECTION A�A CONST. LIMIT• LOV ■ OZ BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE EXEMPT REPLACEMENT STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) B1 14'-11" X 9'-10" CASPPA 11+74 - 13+00 LT / RT X 1738 0 1738 TOTAL: 1738 0 1738 0 0 av