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Home My WebLink About20170127 Ver 2_HORSEPEN_Permit_Set_24x36_091916_20180228z c� 0 m � +� � � � � � 0 � _ , z w � w N � �o a� � cfl�nc� pON �� a;i o�ao . � � C B U ��E R MPACTS DATE 0 0 9 � 00 0 a NZ � 0 � c� U z � �� l �� d � � � �J'�� ' � �A� �d�' dy1�� C'� �'J � �, �, �o � , �_ �° ... ', ,,.. � �� . � �� m �� .fi / JESSUP GROVE RD. r � ��r� � B�IN%j�T D12, � � ',� WALKING HORSE LN. � � � i � U � _ __ �JESSUPGROVERD. EX.T. � i � 6 � C�ANcE � � , GROVE CT BRIAR SON BLV� �SAAC SULLIVAN's LAKE DR� SAINT PAUL'S LN. CARLY�S WA�, NEw GARDEN RD END CONSTRUCTION TIE-IN NCDOT PROJECT TIP N0. R-2309AB STA. 182+28.73 END BRIDGE STA. 48+98.23 BEGIN BRIDGE STA. 47+ 38. 23 WA YNOKA DR. UICINITY MAP (NOT TO SCALE) BEGIN CONSTRUCTION STA. 11 +04.00 HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. License Number: F-0166 STANDARD TOPO SYMBO�S 11.5 BEND .................................................................. 22.5 BEND ------------------------------------------------------------------ � 45 BEND ......•-••• .......................................................... �I 90 BEND ..................................................................... � AIR RELIEF VALVE ....................................................... '`°' BLOW OFF VALVE .......................................................... CONTROL ACCESS LINE (5/16"') """""""""""""""""""� - CLEAN OUT (1/16" - 1/32") ----------------------------------------- ° . . CROSS....................................................................... � EXIST. MANHOLE (1/8") ..........-• ................................... � EXIST, CURB INLET (5/32" - 5/64") ----------------------------� � EXIST. JUNCTION BOX .................................................. � EXIST. YARD INLET ..................................................... � EXIST, FLARED END SECTION """""""""""""""""""" � GASMARKER---------------------------------------------------------------- GA$ GAS VAL VE ( 3/32") . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • � � GRATE OR DROP INLET (D.I,) (3/32") """""""""""""' GUY W�RE (3/32") -----------•-••------------•---•-••--------•---•-----•• � EXIST. HYDRANT (3/32") .............................................. M LIGHT POLE (3/32") ...--• ...............••--•---..........--••--....... � MAILBOX.. . . ... . .... .. . .. .. ... . .... ..... ..... .. ... . .... ..... ..... .. . .. . . ... . . � MB NIP........................................................................... O EXIST, TELEPHONE OR POWER POLE (3/32") """"""""""" N PROP. CURB INLET (5/32" - 5/64") ----•�---�---------------�---� m PROP. FLARED END SECTION """"""""""""""""""""" � PROP. HYDRANT (3/32") ................................................ , `.;; PROP. JUNCTION BOX .................................................... �,,,, PROP. MANHOLE (1/8") --------�---�---------------�---�---------------� PROP. TELEPHONE OR POWER POLE (3/32") """"""""""" ' PROP. YARD INLET ....................................................... � EXISTING PRECISE TRAVERSE POINT ��-�� "" REDUCER..................................................................... � RIGHT OF WAY MONUMENT (3/32") �� SHRUB (5/32") ............................................................ . SIGNALBOX ................................................................ � sroNE/ RocK �---------------------------------------------------------- � TELECOMMUNICATIONS BOX OR PEDESTAL """"""""""' � TELEMARKER .............................................................. TEL �e� TEMPORARY BENCH MARK••••••••••-•••-•••-•••••••••••-•••-•••-••••••••• � TEE• .......................................................................... � TELECOMMUNICATIONS MANHOLE (1/8") """""""""""""" � TRAVERSE POINT ---------------------------------------------------------- � �o- TREE-----�-------------------�-----------------------�----------------------- CURB RAMP (CITY OF GREENSBORO STANDARD #418) - • • • • • - • •' • w`Q WATER METER (5/64") --------•-------------------•-------------------•� 0 WATERPLUG --•------�---------------------------------------�-------------- � WATER VALVE (3/32") • ................................................. � BACKFLOW PREVENTOR -------------------------------------------------- DIDI WELL (LABELED) ......................................................... O SIGNS (LABELED) ......................................................... O � a ti� o� N " \� NQ �.. NI� LEGEND: 0 � W W 2 � W w � O O O Q � W Z � J _ U � Q � c _ � � � � � , 0 �- _ , z w � w � �� Qo _ �� NCD O ••N N�p� �M^ a� .. �--� �o� a� � . BUFFER IMPACTS ZONE 1 BUFFER IMPACTS ZONE 2 BUFFER IMPACTS ZONE 1 IMPACTS ZONE 2 IMPACTS AREA (SQ. FT) AREA (SQ. FT) 744.52 408.59 2856 HU"r;J= '� �l.i �:i=;,��i<: RO°AD �� o . PARCEI� 00�10 / �� S 87 57 �9 DB 1670 P� 5�� _ �� f��;" 121 .RfG 86 / � ��,� ` - �,- — P� 9C�PG �r2'� / __ �' � _ I_QT '1 / �/ ��_�/ !,! / / ._. ._ �� _.._ / � � 6i� � � � � � � f 5 � � �, � � ,�----x—X—x X�—z—X X—:�X— r , p '� . � ' 0 �. --� � _ �` �^` � '-- .,,� - - - HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. License Number: F-0166 STREAM 5 (BUFFERS) REVISIONS TYPE ROADWAY SE WE R WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH, DATE I BENCH MARKS JOB N0. �ESIGNED 12/02/1 CONST, SURVEY CHECKED SCALE. 1 "=40' N.G GRID — NAD $3 P — 04945 3 6Y HDR BY BY HORSE � � H W W _ � w w � O O O O � O� W Z �-, J _ U � Q � CONTRACT SHEET � °F � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. .• - - . .. . . COG Woter Resources Dept. _373-2033 GOOT Traf f ic Signal ____373-2606 COG/Gu i 1 f ortl Co . Te l ecom _ 373-2064 COG Water Supply. _ _ _ _ —373-5855 Tanks/Treatment PlantS GDOT Storm water_ _ _ _ _ _373-2569 NPDES General Permit Appl ies DISTURBED AREA = 46.6 Acres GIS DISCLAIMER Ob jects on this mop shown with a dotted linestyle were not surveyed� they were compiled by photogrammetric methods. available on the Geogrophic Information System (GIS) softwore used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY OF GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROVEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'PRM-11' SHEET N0. 11 oF 4 9 LEGEND: '��'��'��'� ►.....�� ►�� .�� w W _ N W W N O O O + t9 O � W Z � J _ U F-- a � � _ � � � � � , 0 �- _ , z w � w � �� Qo _ �MCD O ••N N�p� �M^ a� .. �--� �o� a� � . BUFFER IMPACTS ZONE 1 BUFFER IMPACTS ZONE 2 37W BUFFER IMPACTS ZONE 1 IMPACTS ZONE 2 IMPACTS AREA (SQ. FT) AREA (SQ. FT) 4,202.64 3,208.60 HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. License Number: F-0166 REVISIONS TYPE ROADWAY SE WE R WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH, DATE I BENCH MARKS JOB N0. �ESIGNED 12/02/1 CONST, SURVEY CHECKED SCALE. 1 "=40' N.C. GRID — NAD 83 P — 04945 3 6Y HDR BY BY HORSE � � W W � O O O O � � � W Z � J _ U F-- a � CONTRACT SHEET � OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. .• - - . .. . . COG Woter Resources Dept. _373-2033 GOOT Traf f ic Signal ____373-2606 COG/Gu i 1 f ortl Co . Te l ecom _ 373-2064 COG Water Supply. _ _ _ _ —373-5855 Tanks/Treatment PlantS GDOT Storm water_ _ _ _ _ _373-2569 NPDES General Permit Appl ies DISTURBED AREA = 46.6 Acres GIS DISCLAIMER Ob jects on this mop shown with a dotted linestyle were not surveyed� they were compiled by photogrammetric methods. available on the Geogrophic Information System (GIS) softwore used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY OF GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROVEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'PRM —1 3' SHEET N0. z c� 0 m � +� � � � � � 0 � _ , z w � w N � �o a� � c.omc� pON �O� �a;i o�ao . � � C STREAM 8c WET�AND IMPACTS DATE 0 0 9 � 00 0 a NZ � 0 � c� U z � �� l �� d � � � �J'�� ' � �A� �d�' dy1�� C'� �'J � �, �, �o � , �_ �° ... ', ,,.. � �� . � �� m �� .fi / JESSUP GROVE RD. C�ANcE � � , GROVE CT BRIAR SON BLV� �SAAC r � ��r� � B�IN%j�T D12, � � ',� WALKING HORSE LN. � � � i � U � _ __ �JESSUPGROVERD. EX.T. � i � 6 � _ , DRA WBRIDGE PKWY. � . U ��• — — �� w� q e �� a : � � SULLIVAN's LAKE DR� SAINT PAUL'S LN. CARLY�S WA�, NEw GARDEN RD END CONSTRUCTION TIE-IN NCDOT PROJECT TIP N0. R-2309AB STA. 182+28.73 END BRIDGE STA. 48+98.23 BEGIN BRIDGE STA. 47+ 38. 23 WA YNOKA DR. UICINITY MAP (NOT TO SCALE) BEGIN CONSTRUCTION STA. 11 +04.00 HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. License Number: F-0166 STANDARD TOPO SYMBO�S 11.5 BEND .................................................................. 22.5 BEND ------------------------------------------------------------------ � 45 BEND ......•-••• .......................................................... �I 90 BEND ..................................................................... � AIR RELIEF VALVE ....................................................... '`°' BLOW OFF VALVE .......................................................... CONTROL ACCESS LINE (5/16"') """""""""""""""""""� - CLEAN OUT (1/16" - 1/32") ----------------------------------------- ° . . CROSS....................................................................... � EXIST. MANHOLE (1/8") ..........-• ................................... � EXIST, CURB INLET (5/32" - 5/64") ----------------------------� � EXIST. JUNCTION BOX .................................................. � EXIST. YARD INLET ..................................................... � EXIST, FLARED END SECTION """""""""""""""""""" � GASMARKER---------------------------------------------------------------- GA$ GAS VAL VE ( 3/32") . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • � � GRATE OR DROP INLET (D.I,) (3/32") """""""""""""' GUY W�RE (3/32") -----------•-••------------•---•-••--------•---•-----•• � EXIST. HYDRANT (3/32") .............................................. M LIGHT POLE (3/32") ...--• ...............••--•---..........--••--....... � MAILBOX.. . . ... . .... .. . .. .. ... . .... ..... ..... .. ... . .... ..... ..... .. . .. . . ... . . � MB NIP........................................................................... O EXIST, TELEPHONE OR POWER POLE (3/32") """"""""""" N PROP. CURB INLET (5/32" - 5/64") ----•�---�---------------�---� m PROP. FLARED END SECTION """"""""""""""""""""" � PROP. HYDRANT (3/32") ................................................ , `.;; PROP. JUNCTION BOX .................................................... �,,,, PROP. MANHOLE (1/8") --------�---�---------------�---�---------------� PROP. TELEPHONE OR POWER POLE (3/32") """"""""""" ' PROP. YARD INLET ....................................................... � EXISTING PRECISE TRAVERSE POINT ��-�� "" REDUCER..................................................................... � RIGHT OF WAY MONUMENT (3/32") �� SHRUB (5/32") ............................................................ . SIGNALBOX ................................................................ � sroNE/ RocK �---------------------------------------------------------- � TELECOMMUNICATIONS BOX OR PEDESTAL """"""""""' � TELEMARKER .............................................................. TEL �e� TEMPORARY BENCH MARK••••••••••-•••-•••-•••••••••••-•••-•••-••••••••• � TEE• .......................................................................... � TELECOMMUNICATIONS MANHOLE (1/8") """""""""""""" � TRAVERSE POINT ---------------------------------------------------------- � �o- TREE-----�-------------------�-----------------------�----------------------- CURB RAMP (CITY OF GREENSBORO STANDARD #418) - • • • • • - • •' • w`Q WATER METER (5/64") --------•-------------------•-------------------•� 0 WATERPLUG --•------�---------------------------------------�-------------- � WATER VALVE (3/32") • ................................................. � BACKFLOW PREVENTOR -------------------------------------------------- DIDI WELL (LABELED) ......................................................... O SIGNS (LABELED) ......................................................... O � a �M _ Q O •• N�p � M d�.. \ O �� LEGEND: 0 � W W 2 � W w � O O O Q � W Z � J _ U � Q � c _ � � � � � , 0 �- _ , z w � w � �� Qo _ M� ��ncn O ••N N�p� �M^ a� .. �--� �o� a� � . DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR LOCATION TEMPORARY IMPACTS PERMANENT IMPACTS LENGTH (FT) LENGTH (FT) STREAM 5 8 - 2856 HU"r;J= '� �l.i �:i=;,��i<: RO°AD �� o . PARCEI� 00�10 / �� S 87 57 �9 DB 1670 P� 5�� _ �� f��;" 121 .RfG 86 / � ��,� ` - �,- — P� 9C�PG �r2'� / __ �' � _ I_QT '1 / �/ ��_�/ !,! / / ._. ._ �� _.._ / � � 6i� � � � � � � f 5 � � �, � � ,�----x—X—x X�—z—X X—:�X— r , p '� . � ' 0 �. --� � _ �` �^` � '-- .,,� - - - HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. License Number: F-0166 STREAM 5 (BUFFERS) REVISIONS TYPE ROADWAY SE WE R WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH, DATE I BENCH MARKS JOB N0. �ESIGNED 12/02/1 CONST, SURVEY CHECKED SCALE. 1 "=40' N.G GRID — NAD $3 P — 04945 3 6Y HDR BY BY HORSE � � H W W _ � w w � O O O O � O� W Z �-, J _ U � Q � CONTRACT SHEET � °F � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. .• - - . .. . . COG Woter Resources Dept. _373-2033 GOOT Traf f ic Signal ____373-2606 COG/Gu i 1 f ortl Co . Te l ecom _ 373-2064 COG Water Supply. _ _ _ _ —373-5855 Tanks/Treatment PlantS GDOT Storm water_ _ _ _ _ _373-2569 NPDES General Permit Appl ies DISTURBED AREA = 46.6 Acres GIS DISCLAIMER Ob jects on this mop shown with a dotted linestyle were not surveyed� they were compiled by photogrammetric methods. available on the Geogrophic Information System (GIS) softwore used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY OF GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROVEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'PRM-11' SHEET N0. 11 oF 4 9 LEGEND: � � � w W _ N W W N O O O + t9 O � W Z � J _ U F-- a � � DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 37W STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR LOCATION TEMPORARY IMPACTS PERMANENT IMPACTS LENGTH (FT) LENGTH (FT) STREAM 6 10 41 HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. License Number: F-0166 REVISIONS TYPE ROADWAY SE WE R WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH, DATE I BENCH MARKS JOB N0. �ESIGNED 12/02/1 CONST, SURVEY CHECKED SCALE. 1 "=40' N.C. GRID — NAD 83 P — 04945 3 6Y HDR BY BY HORSE � � W W � O O O O � � � W Z � J _ U F-- a � CONTRACT SHEET � OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. .• - - . .. . . COG Woter Resources Dept. _373-2033 GOOT Traf f ic Signal ____373-2606 COG/Gu i 1 f ortl Co . Te l ecom _ 373-2064 COG Water Supply. _ _ _ _ —373-5855 Tanks/Treatment PlantS GDOT Storm water_ _ _ _ _ _373-2569 NPDES General Permit Appl ies DISTURBED AREA = 46.6 Acres GIS DISCLAIMER Ob jects on this mop shown with a dotted linestyle were not surveyed� they were compiled by photogrammetric methods. available on the Geogrophic Information System (GIS) softwore used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY OF GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROVEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'PRM —1 3' SHEET N0.