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Home My WebLink About20190060 Ver 1_Vandora Springs Road Permit Drawings Rev_03_12_2019_20190312� � � m See Sheet 18 Fo� Conventlonal Symbols WAI�E CO U1�TY �� TO FUQUAY VARINA � s N � � 0 z TO GARNER aoo L� �oa u', T E N= O ul�y m�E �O �O N �O � ., � V �r� O � � �� SR 2713 (VA11lDORA SPRI11lGS ROAD) LOCATION: FROM TIFFANY CIRCLE TO SR 2812 (TIMBER DRIVE) GARIVER,11tORTH CAROLI11tA TYPE OF WORK GRADING, CURB f� GUTTER, PAV7111G, SIDEWALK £� DRAINAGE BUFFER IMPACTS PERMIT PERMIT DRAWING SHEET 1 OF 4 THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF GARNER CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS WITHIN THE NEUSE RIVER BASIN AND IS SUBJECT TO RIPARIAN BUFFER REQUIREMENTS. GRAPHIC SCALES PROJECT LENGTH Prepared ln tl�e Offlce of: RAMEY KEMP LENGTH ROADWAY PROJECT 16266 —0.239 MILES & 3o i5 0 30 6o ASSOCIATES, INC. T r a n s p o r t a t i o n E n g i n e e r s 5808 Faringdon Place, Suite 100 - Raleigh, North Carolina 27609 Phone: 919-872-5115 - www.rameykemp.com PLANS NC License No. C-0910 0 PROFILE (HORIZONTAL) ��;'�� eerin NC, F Q _ \�'�`/I�� Campus Drive V �,.i, �ir �� PROFILE (VERTICAL) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER AND/OR NCDOT STANDARDS AND SPECIFICATIONS. � Z O N w � o� � � a ., 3 � N � i s � � � � O ro ✓ C N 0 C W � r E � W a � am 0 0 0 � 0 � � 0 � IJ 0 ►�----�� 1�� ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 I 0 CHARLES RICKYPEARC P1N:1700-77-0232 OB 2792, PG 353 SITE 1 ,� N m m� (� O ALLSTATE BUILDERS lNC PIN.' 1700-67-8177 OB 4822, PG 825 j 23 Zj� Wg' � � cFP j \ DI f — � — �\C AN— �5" RCP-111 � �. \\�1 a ------ I I � �I C � CP �I U �� — h��m F W�IIh i SA CP hl O KEVIN D DARROW GENEVIEVE DARROW PIN: 1700-76-0903 DB 6771, PG 889 BM 1968, PG 227 i 15" RCP-IV SITE 4 2'Bq$E TAII 26' 0.6% DDE b CY SEE D TAIL 3 , jm / � � f te—`o J INV IN =265.0 36'�—C RETAIN �SITE 2 / = 8' BASE HEAD DITGH 29' @ 5.0% DDE 10 CY SEE ETAIL 1 _a7 2 PERMIT DRAWING SHEET 2 OF 4 30' 0� 60' GRAPHIC SCALE ,5foo O PAUL R SIMS PIN.' 1700-77-2246 OB 8136, PG 2633 CB _ CLA55 B RIP RAP � EST.S TONS EST.14 SY GEOTEXTILE �� 2' BASE TAIL DITCH 25' � 2.0% �� CLASS 6 RIP RAP DDE =6 CY EST. 17 TONS SEE DETAIL 4 INV OUT EST.45 SY GEOTEXTILE =264.7 H H 6' BASE TAIL DITCH 13' @ 1.5% DDE =5 CY SEE DETAIL 2 SITE 3 WAKE COUNT�KBOARD OF EDUCATION PIN.' 1700-76-8135 \ OB 2252, PG 324 `CLASS B RIP RAP BM 1996, PG598 EST 2 TONS EST 7 SY GEOTEXTILE O DAWN PAULSEN RUFUS E HOWELL JR PIN: 1700-77-3052 OB N/A, PG N/A I 0 � � 0 z PROIECT REFERENCE NO. SHEET NO. 16266 2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED O SUSANIFRANK PIN.' 1700-77-0342 OB 7962, PG 166 � � � -15" RCP-III �% 24" RCP-IV ^ (Y� — � W N �y ------- --- I 2 J N � W W W Z N - J r = V � CB O JAMES N TAYLOR NANCY M TAYLOR P/N.' 1700-76-4956 OB 6>56, PG 777 BM 1964, PG 83 � Z O w � C �, � C 0 c� � a � m 3 � � i � � i � � � O i ro C N E 0 � w � � � � w a � � am /` ;� J % '�� ' i � '� ''� I i �� / \ � ^ � ALLOWABLE IMPACTS ZONE 1 m -�_ ,�� / �� ALLOWABLE IMPACTS ZONE 2 \\\\\ / °F � - f p� _ �6� � � I . �� l� �� , ; � a � , � � � ,\ � i ,� � �o 0 ,, o � ,� � \ \(�1 �� ,_ _ ; � _ j � �� - ,� ,� �� 2 /,. , �� o _ , , , _ � ; OC'HARLESRICKYPEARC -- � � �� PiN: noo-��-ozsz � SITE 2 �_. ALLSTATE BUILDERS lNC OB2,'92, PG 353 / ./ , � PIN.'1700-67-8177 I � /p / � OB 4822, PG 825 • � � / �. � �. � ` 2 � � g� � --- _ � � _��, �S 1 , m �� e �`° c�Wrc ry /� N _, � � � ^� - / - `O 8' BASE HEAD DITGH ��m _ � _ . . 29'C� 5.0% ' a . � k , _ . - - . DDE 10 CY , / .6 . � W Q a . i ! � - ��- s . � � � � 6 5 0 ' � � . � _ SEE ETAIL 1 _ - � `��`. .. _ . \ ,� � � cFP � �' � / � � �BZ z � - � � � � � � � � �.:�\ ��•..�_ j--_._.. j _'_ � C�Y � o ��U � ��m W�IIh i SA h CP d � �,� .\ V \ � c- _ - � / �� " � � � � � N �� 0�' Sg \, � � \��.. . .. . . .. .. \ , , . � `..� �`�.. � a i 15" RCP-IV � DI �- � - SLTE 4 ---- � �_ / 5 ___ ___�`E \ � ' DD KEVIN D DARROW � - -�E GENEVIEbc DARkOW � � PIN: ;700'6-OS03 ,.-. DB 6771, PG 889 BM 1968, PG 227 � �� 3-1=== �� C°� � � 36'�-C RETAIN � PERMIT DRAWING SHEET 2A OF 4 � �30� �� 60' GRAPHIC SCALE � �' � ., ; 9Z�� _� �� ; � � � ,5foa � - ��z_� ,�,- - , ,. �/ PAUL R SIMS PIN.' 1700�77-2246 OB 8136, FG 2633 I I � �i � �'�'i✓� CB � 1.. .. . ..24" RCP- _ _-_--'-.-_ ---L.--__ I ___. . ._ _ -. . � � Z,� CP�I/La. .d]I ,. �; . 'S � I� ` EST 5 TONS �P EST.14 SY GEOTEXTILE I ..�� ... 2 BASE TAIL DITCH --�� SS 6 RIP RAP �E�-6 �CY . 17 TON$ � SEE DETAIL 4 l��-- _ M dY QUT SITE EST. 45 SY GEOTEXTILE d.7 I w H � 6`BASE TAIL DITCH�� , ti 3 73'@ 1.5% � - - � �DDE =5 CY __ SEE DETAIL 2 i��,c��,� ;NqKE COUN�(JARD OF ED'uCH ,TION PIN.'1700-76-8135 �- OB7252, PG 324 CLA e RIP RAP BM 1S'36, PC 598 2 TONS EST 7 SY GEOTEXTILE / l � � N � 0 �� P 265 � N II � o � � 0 Z _ � , ,��. � �� J DAWN PAULSEN RUFUS E HOWELL JR PIPi: 1700-77-3052 JB N/A, PG N/A I ti � /� � \ \ ( / � . � � �� \ PROIECT REFERENCE NO. SHEET NO. 16266 2A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� - � _ _� O SUSANIFRANK PIN: 1700-77-0342 D5 7962, PG 166 O O O lY' RCP-III F �% 24" RCP-IV ^ Q CB-_- - _. - - � H N W _----_._._.._.--_-__ --_ J = -- � N W W _` a Z LL� �15` RCP�.. _- N T-- F 2 V jI � I � ( �/ JAMES h` TAYLOR NANCY M TAYLOR PIN.'970U-76-4956 OB 6>56, PG 777 BM 1964, PG 83 �� g ___ � , 1 � , , � Z O N i K � PERMIT DRAWING SHEET 3 OF 4 NO IMPACTS THIS SHEET 30' �� 60' GRAPHIC SCALE I 0 � � � Z PROIECT REFERENCE NO. SHEET NO. 16266 3 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � a � 3 � � N � / s � m � � 0 i ro � � E � 0 � w � r � � w a � �ro Q � Q � � � N H W N �y I = J N I w W W Z N J _ V H a i O JAMES N TAYLOR NANCY M TAYLOR PIN.' 1700-76-4956 OB 6156, PG 777 BM 1964. PG 83 „ JAMES lV TAYLOR NANCY M TAYLOR PIN.' 7700-77-6014 OB 14578, PG 2778 JETHRO UMSTEAD DAVID UMSTEAD PAULINE KING P/N: 7700-77-7026 OB 76382, PG 2606 JETHRO UMSTEAD DAVID UMS7EAD PAUUNE KING PIN: >700-77-8008 OB 16382, PG 2606 1 JETHRO UMS7EAD DAVID UMS7EAD PAUL/NE KING PIN.' 7700-76-7807 OB >6382, PG 2606 I GARNER VOLUNTEER FIRE DEPT lNC PIN: 7700-87-1033 DB 7732, PG 98 BM 1996, >081 I I BM 9996, 908> � �m- m�p� c p � m � �m \ � Z O w � � � 0 U � B a � m 3 � � � s � � m � � 0 i ro � � E � 0 � w � � � � w a 0 I � 9 g � � N ...\ �S ,... � . . � � - ��:: � O 0 0 � + � Q N� � � �— _ N W :L _-'_'_ J = � N - W W — ZN� T _ — V a< < I � SUSANIFRANK PIN: 1700-77-4342 OB 7962, PG 766 � JAMES N TAYLOR NANCY M TAYLOR PIN.' 1700-76-4956 OB 6>56, PG 777 BM 1964. PG 83 )� � \ � e 0 I � \ __� �� \ �=\- �9 '� � �� _ �, � 20+00 � � � �� \ O ��p �WU Kwd WJo �� L � 11 JAMES lV TAYLOR NANCY M TAYLOR PIN.' 1700-77-6014 OB 14578, PG 2778 � � � � � � � + � � � o �9 � � U JAMES W GURNEY � REBECCA M ____ � GURNEY PIN: 1700-77-7304 ��" I OB 8428, PG 1033 BM 1994, PG 1203 / �� sENr I \ JETHRO UMSTEAD DAVID UMSTEAD PAULINE KING PIN: 1700-77-7026 OB 76382, PG 2606 ,.,__ -.... �� I � � PERMIT DRAWING SHEET 3A OF 4 � NO IMPACTS THIS SHEET � �� a� 10 GAVIN YOUNG PIN: 1700-77-8337 OB 15274, PG 1368 BM 1994, PG >203 —� � OVE o� 1B w k� s � � 18" RCP-III �L' -- OAD NVANOORA9PRINOSR _--- n 1B wrSla6 �- � 30' 0' 60' �� GRAPHIC SCALE �g � S � \, � � �' �e �� '� 0 GAVIN YOUNG � P/N: 1700-77-9445 � OB 1527Q PG 1368 �- BM 7992, PG 771 � � �/� � ,I �RETAIN—�_yS o DISK F o -- G RETAIN � a R� REMOVE FES DISK 1 JETHRO UMS7EAD JETHRO UMS7EAD DAVID UMS7EAD DAVID UMS7EAD PAULINE KMG PAUL/NE KING PIN: >700-77-8008 P�N.' 7700-76-7807 OB 16382, PG 2606 OB >6382, PG 2606 ,� - � �� e�_ I � �. s �� , o \�,\ �o � `�� \ � � � �q� " 4` / —��- � � � 5g� i M� / SP RD � / R'N�S � � a LEANING GP � y\\ � �/ \ � o�li � � \` I I 3ARNER VOLUNTEER FIRE DEPT lNC PIN: 7700-87-1033 �� -��_�j� DB 7732, PG 98 BM 1996, 1081 vv\,��` e � �� \; � \ ... "�. � � I / 0 � � � Z PROIECT REFERENCE NO. SHEET NO. 16266 3A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I�� / �� e - �s � n o� � � � \,- -� ` � � v " \ y � X m � � C � � m � \RNv �' G DISK �m \ _ � � ,,�� ; GARNER VOLUNTEER FIRE DEPT lNC . PIN.' 1700-87-1033 OB 7732, PG 9B BM 9996, >08> \\ � � � � \ � / � ` I \ ...,.. \ �... �� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (MAP ID) CROSSING BRIDGE IMPACT (ftz) (ft2) (ft2) (ftz) (ft2) (ftz) (ft2) (ftz) � EXISTING CULVERT -L- STA. 12+g7 TO STA. X 368 239 607 CROSSING 13+37 LT. 2 EXISTING CULVERT -L- STA. 13+95 TO STA. X 578 521 1099 CROSSING 14+31 LT. 3 EXISTING CULVERT -L- STA. 13+70 TO STA. X 243 810 1053 CROSSING 14+23 RT. 4 EXISTING CULVERT -L- STA. 12+g4 TO STA. X 611 243 854 CROSSING 13+35 RT. TOTAL: 1800 1813 3613 Rev. May 2006