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HomeMy WebLinkAbout20170127 Ver 2_174268_HORSEPEN_EC_ALL_092115_20180228� a O .. � m � �s� -a o = � � � u� i c� o c� N I � - w i N Z w � � a� w � � E � a� o ��_ a� i ��� ��� W N -�a- �� o�� ��� c� • o� • �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ -oe� -�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. STANDARD SEEDING SPECIFICATIONS DATE TYPE APPLICATION � AREA TO RATE � BE USED RYE (GRAIN) 120 LB/ACRE � JAN. 1- MAY 1 qNNUAL LESPEDEZA OR KOBE 50 LB/ACRE H cn o w MAY 1- AUG. 15 GERMAN MILLET 40 LB/ACRE w Q AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE � � >- a ALL GROUND AGRICULTURAL LIMESTONE 2000 LB/ACRE *�OR FOLLOW SOIL TEST RESULTS) � �' 10-10-10 FERTILIZER 750 LB/ACRE 0 0 � w � ALL STRAW MULCH 4000 LB/ACRE - STRAW SHALL BE ANCHORED BY TACKING WITH w � ASPHALT, NETTING, OR MULCH ANCHORING TOOL. � TALL FESCUE 100 L8/ACRE c� rn AUG. 25 - SEPT. 95 z ¢ FEB. ]5 - MAR. �1 SERICEA LESPEDEZA 30 LB/ACRE o ��� w a �� KOBE LESPEDEZA 10 LB/ACRE w w cnotn � U W J J z a � �--� ¢ oQo � Z J S U7 GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE *(OR FOLLOW SOIL TEST RESULTS) z w cncn ALL 10-10-90 FERTILIZER 1000 LB/ACRE �'� z a.¢' z wro Q a wz � � �- o 4000 LB/ACRE - STRAW SHALL BE ANCHORED BY TACKING WITH � 3 U'u ALL STRAW MULCH ASPHALT AT 150 GAL/ACRE, NETTING, OR MULCH ANCHORING TOOL. � � TALL FESCUE 80 LB/ACRE c� cn Z a AUG. 25 - SEPT. 95 �--� � FEB. 95 - MAR. 21 SERICEA LESPEOEZA 20 LB/ACRE o Q�� W W J KOBE LESPEDEZA 10 LB/ACRE w � o 0 � Z J U1 a � GROUND AGRICULTURA� LIMESTONE 4000 LB/ACRE z w w� ALL 10-10-90 FERTILIZER 1000 LB/ACRE *(OR FOLLOW SOIL TEST RESULTS) w �� Q z z '- � Q a w> g � �a 4000 LB/ACRE - STRAW SHALL BE ANCHORED BY TACKING WITH � � ALL STRAW MULCH qSPHALT AT 150 GAL/ACRE, NETTING, OR MULCH ANCHORING TOOL. � � BLEND OF TWO TURF-TYPE � � � z a cn w u� H � i--i H H AUG. 25 - SEPT. 95 TALL FESCUES (90%) AND 200-250 LB/ACRE TWO OR MORE KENTUCKY � a�`�'�' BLUEGRASS VARIETIES (10%) w cnmcn w Cn z cri o 0 ¢ w o z aw� GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE z '-" �`� ALL *(OR FOLLOW 50IL TEST RESULTS) w z ci ��i 10-10-90 FERTILIZER 1000 LB/ACRE z �--� w Q Q ¢ w» � � J Q H H � 4000 LB/ACRE - STRAW SHALL BE ANCHORE� BY TACKING WITH ALL STRAW MULCN w = z=� ASPHALT AT 150 GAL/ACRE, NETTING, OR MULCH ANCHORING TOOL. � _� 3� BLEND OF 50% KY-31 TALL � � z a "' FESCUE AND 50% MIXTURE �--� � o AUG. 25 - SEPT. 15 200-250 LB/ACRE � OF TWO OR MORE TURF � a cri TYPE TALL FESCUES ~ w � a�'Q u' a �o� � Z in cn �, GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE z � w Q-' ALL *(OR FOLLOW SOIL TEST RESULTS) z Z��Q 10-10-90 FERTILIZER 1000 LB/ACRE Q ¢ ZCCU � � �o�, c,� 4000 LB/ACRE - STRAW SHALL BE ANCHORED BY TACKING WITH ALL STRAW MULCH qSpHALT AT 150 GAL/ACRE, NETTING, OR MULCH ANCHORING TOOL. � = o=- � � z a cri w � AUG. 25 - OCT. 31 TALL FESCUE 200 LB/ACRE OR 4- 5 LB/1000 SF o a z z� w w a � cn Z = o Q U � � Z o w GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE z '-`� wc� ALL 10-10-90 FERTILIZER 1000 LB/ACRE �(OR FOLLOW SOIL TEST RESULTS) w Z z a z �--� =, �, Q a i� � � �Q JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS LINED � ALL STRAW MULCH CHANNELS TO CALCULATED HIGH WATER DEPTH � _� � � z a cri W J APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40-80 LB/ACRE OR 1-2 LB/1000 SF ~ � w o a z w w a (J� Z = J Q �--� rv �-- Z o � GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE z ALL *(OR FOLLOW 50IL TEST FIESULTS) w 10-10-90 FERTILIZER 1000 LB/ACRE z Z J Q Q a i� � � cn JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS LINED � ALL STRAW MULCH CHANNELS TO CALCULATED HIGH WATER DEPTH � _� ROL�ED EROSION CONTRO� BLANKET 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTEN�ED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" PART IN THE BOTTOM OF THE TRENCH. BACKFILL ANO COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" ACROSS THE WIDTH OF THE BLANKET. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACIN6 STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (DEPENDING ON BLANKET TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. A NOTE: g � CRITICAL POINTS: * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AN� SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE *� IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE C. CHANNEL BOTTOM/SIDE OR STAKE LENGTHS GREATER THAN 6" MAY SLOPE VERTICES BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. ROLLED EROSION CONTROL BLANKET SLOPE INSTALLATION 12'= 2 _5 O 12" _ � r3.. 3A I - -� � �-1 I O � 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTEN�ED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL ANO COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD 8E PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EOGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY OVERLAP DEPEN�ING ON BLANKET TYPE. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER ENO (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WI�TH. NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. ROLLED EROSION CONTROL PRODUCTS (RECP) - GENERAL NOTES: 1. THE ABOVE INSTALLATION DETAILS ARE TO SERVE AS TYPICAL DETAILS FOR THE INSTALLATION OF RECP's AND WILL BE CONSIDERED THE MINIMUM CONOITIONS FOR INSTALLATION. THE INSTALLER SHALL REFER TO THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR BRAND-SPECIFIC INSTRUCTIONS UNLESS OTHERWISE DIRECTED BY NCDENR PERSONNEL. 2. RECP's NOTEO ON THE ORAWINGS AS "EXCELSIOR MATTING" REFER TO TYPE 2.0 SHORT-TERM DDUB�E-NET EROSION CONTROL BLANKET A5 OESCRIBED IN THE FEDERAL HIGHWAY ADMINISTRATION'S (FHWA) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS", FP-03 SECTION 713.17. "EXCELSIOR MATTING" SHALL BE DESIGNED TO WITHSTAND SHEAR STRESSES UP TO 1.75 POUNDS PER SQUARE FOOT. 3. RECP's NOTEO ON THE ORAWINGS AS "COCONUT MATTING" REFER TO TYPE 4, LONG-TERM EROSION CONTROL BLANKET OR OPEN WEAVE TEXTILE AS DESCRIBED IN THE FEDERAL HIGHWAY ADMINISTRATION'S (FHWA) "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FE�ERAL HIGHWAY PROJECTS", FP-03 SECTION 713.17. COCONUT MATTING" SHALL BE DESIGNED TO WITHSTAND SHEAR STRESSES UP TO 2.25 POUNDS PER SOUARE FOOT. 4. ROLLED EROSION CONTROL PRODUCTS SHOULD BE INSTALLED IN BARE CHANNELS WHERE THE VELOCITY EXCEE�S 2.0 FT/SEC., ON CUT/FILL SLOPES 2.0:1 OR GREATER, AND ON CUT/FILL SLOPES WITH A SLOPE LENGTH EXCEEDING 10 FEET (MEASURED ALONG THE FACE OF THE SLOPE) 5. ROLLED EROSION CONTROL PRODUCTS SHALL BE MAINTAINED TO ENSURE GOOD SOIL CONTACT AND ADEOUATELY SECURED WITH WIRE STAPLES AND/OR WOODEN STAKES PER THE MANUFACTURER'S RECOMMENDATIONS. 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 SEWER WATER SIDEWALK NPDES GENERAL PERMIT REOUIREMENTS: THIS PROJECT IS SUBJECT TO THE "NATIONAL POLLUTANT DISCHARGE E�IMINATION SYSTEM" (NPDES) GENERAL STORMWATER PERMIT NUMBER NCG010000. NPDES COMPLIANCE WILL BE ENFORCED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF WATER OUALITY. THE FOLLOWING GUIDELINES MUST BE FOLLOWE� FOR COMPLIANCE OF THIS PERMIT; * INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES AND DEVICES AS SPECIFIED AND SHOWN ON THE APPROVED PROJECT PLANS. DEVIATION FROM THE APPROVED SEDIMENT AND EROSION CONTROL PLAN, OR APPROVED AMENOMENT TO THE PLAN, IS ALLOWED ONLY; 1. TO CORRECT AN EMERGENCY SITUATION WHEGE SEDIMENTS ARE BEING �ISCHARGED OFF THE SITE. 2. WHEN MINOR MODIFICATIONS HAVE BEEN MA�E FOR THE PURPOSE OF IMPROVING THE PERFORMANCE OF THE EROSION AND SE�IMENTATION CONTROL MEASURES AND NOTIFICATION OF THE MINOR MODIFICATION HAS BEEN MADE TO THE DIVISION OF LAND RESOURCES. APPROVED MODIFICATIONS TO THE PLAN SHALL BE NOTED ON THE APPROVED PLAN WHICH IS MAINTAINED AT THE JOB SITE. � REGULAR INSPECTION, MAINTENANCE, DOCUMENTATION AND NECESSARY CORRECTIVE ACTION OF ALL EROSION CONTROL MEASURES INCLUDING, BUT\ NOT LIMITE� T0; STORM WATER OUTLETS, RETAINING STRUCTURES, OUTFALLS, SEDIMENT TRAPS, INLET PROTECTION DEVICES AND SILT FENCE. * MAINTAININ6 THE SECURITY OF ALL MATERIAL STAGING AREAS, EOUIPMENT STORAGE AREAS, AS WELL AS RE-FUELING AND WASH-DOWN AREAS TO NOT ALLOW ANY SOIL CDNTAMINATION OR ILLICIT DISCHARGE FROM THE CONSTRUCTION AREA. * STORAGE OF ALL FUELS, LUBRICANTS, SOLVENTS, DEGREASERS, CLEANSERS, PAINTS, COOLANTS AND ALL OTHER CHEMICALS IN THE ORIGINAL OR APPROPRIATE SEALED CONTAINER IN A MANNER TO PREVENT THE SPILLAGE OF SUCH SUBSTANCES ONTO THE GROUND OR INTO THE WATERS OF THE UNITED STATES. * HERBICIDES, PESTICIDES AND FERTILIZERS USED DURING THE CONSTRUCTION ACTIVITY SHOULD BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FE�ERAL LAWS, AND PER THE PRODUCT LABELING. STORAGE OF SUCH MATERIALS SHOULD BE IN THE ORIGINAL OR SUITABLE CONTAINER AND IN A MANNER TO PREVENT THE SPILLAGE OF SUCH SUBSTANCES ONTO THE GROUND OR INTO THE WATERS OF THE UNITED STATES. * EOUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED AND MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OF THE STATE OF NORTH CAROLINA. * ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NCGS 130A-9, SOLID WASTE MANAGEMENT AND THE NORTH CAROLINA ADMINISTRATIVE CODE SECTION 15A NCAC 13B. * CDNTROL OF THE MANAGEMENT AND DISPOSAL OF LITTER, SANITARY WASTE AND TEMPORARY/PERMANENT SANITARY FACILITIES �URING THE COURSE OF CONSTRUCTION ACTIVITIES SO THAT NO A�VERSE IMPACTS TO WATER DUALITY OCCUR. * A RAIN GAUGE MUST BE ERECTED ON SITE FOR MEASURING AND RECORDING OF PRECIPITATION EVENTS. MAINTENANCE AND SECURITY OF THIS RAIN GAUGE IS TO BE THE RESPONSIBILITY OF THE PRIME CONTRACTOR OR HIS DESIGNEE. � ALL EROSION CONTROL DEVICES AND STORMWATER OUTLETS MUST BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT DF 1/2" OR GREATER WITHIN A 24 HOUR PERIO�. * REOUIRED MONITORING CONSISTS OF A VISUAL INSPECTION OF STORMWATER EXITING THE CONSTRUCTION AREA FOR CLARITY AND THE PRESENCE OF SEDIMENT OR TURBIDITY. * LOCATIONS WHICH WILL RE�UIRE MONITORING INCLUDE, BUT ARE NOT LIMITE� T0; ALL STORM SEWER OUTFALLS, ALL EROSION CONTROL MEASURES, ANO ANY OTHER LOCATION WHERE STORM WATER EXITS THE CONSTRUCTIDN AREA (I.E. PIPE OUTLET, CHANNELS, STONE OUTLETS IN SILT FENCE, ETC.) * A MONITORING LOG MUST BE KEPT ON SITE WITH WEEKLY ENTRIES (UNLESS REOUIRED MORE FRE�UENTLTY) FOR PRECIPITATION DATA, INSPECTION OF EROSION CONTROL MEASURES, OPERATION OF THE MEASURES, CORRECTIVE ACTIONS TAKEN, STORMWATER DISCHARGE POINTS, ETC., IN ADDITION TO AN ACTIVE COPY OF THE SEDIMENT AND EROSION CONTROL PLAN WITH ANY NECESSARY MODIFICATIONS SHOWN. � FOR MORE COMPLETE INFORMATION ON NPDES REOUIREMENTS SEE THE NPDES GENERAL PERMIT NCG010000 ENCLOSED WITHIN THE CONTRACT DOCUMENTS OR DISTRIBUTED BY THE PROJECT ENGINEER. * COPIES OF ALL MONITORING RECORDS SHALL 8E GIVEN TO THE ENGINEER ON A MONTHLY BASIS (MINIMUM) FOR STORAGE WITH THE PROJECT RECORDS FOR THE MINIMUM TIME RE�UIRED BY LAW. NPDES SITE MONITORING LOCATIONS AND DATA PRECIPITATION DATA OPERATING SITE DATE � pROPERLY CORRECTIVE ACTIONS TAKEN, INSPECTED BY DATE PRECIP. NAME I.D. TIME �Y�N� AMOUNT SW-01 mm/dd/yy Y/N COMMENTS / BY mm/dd/yy ##.## abc sw-oz - - - - - - SW-03 - - - - - - SW-�Q - - - - - - SW-05 - - - - - - SW-06 - - - - - - Sw-07 - - - - - - SW-08 - - - - - - SW-09 - - - - - - SW-10 - - - - - - Sw-i1 - - - - - - Sw-�2 - - - - - - SW-73 - - - - - - sw-ia - - - - - - SW-15 - - - - - - SW-16 - - - - - - SW-17 - - - - - - SW-18 - - - - - - SW-79 - - - - - - Sw-20 - - - - - - SW-21 - - - - - - Sw-22 - - - - - - SW-23 - - - - - - SW-44 - - - - - - SW-25 - - - - - - SW-26 - - - - - - Sw-27 - - - - - - SEEDBED PREPARATION: 1. SURFACE WATER CONTROL MEASURES ARE TO BE INSTALLE� ACCOROING TO PLAN. COMPLETE GRADING OPERATIONS BEFORE PREPARING PERMANENT SEEDBED. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8". 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH pH HIGHER THAN 6 NEED NOT BE LIME�. IF pH IS NOT KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL. 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING TO SEEDING SPECIFICATIONS BELOW. 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN 3:1. 7. FDR AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR MORE THAN 14 CALEN�AR DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFICATIONS. 8. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEOUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. GENERAL EROSION CONTROL NOTES: 1. THESE PLANS REPRESENT THE APPROVED EROSION CONTROL PLAN AS REVIEWED BY NCDENR, DIV. OF LAND RESOURCES. A COPY OF THE PERMIT AND THIS APPROVED PLAN IS TO BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. DEVIATIONS FROM THIS PLAN SHOULD BE APPROVED BY THE DLR INSPECTOR AND NOTED UPON THE ON-SITE PLAN. 2. PLACE EROSION CONTROL DEVICES AS NOTED ON PLANS AN� AS DIRECTED 8Y FIELO ENGINEER. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY TAKING PLACE UNLESS OTHERWISE DIRECTED. 3. IT IS PROHIBITED TO DEWATER EROSION CONTROL DEVICES WITH SEDIMENT LADEN WATER BY DIRECTLY DRAINING TO STREAMS. THESE DEVICES MUST BE ALLOWED TO NATURALLY DEWATER PRIOR TO REMOVAL OF THE DEVICE. 4. GROUND COVER SUFFICIENT TO RESTRAIN EROSION IS TO BE PROVIDED WITHIN 7 CALENDAR DAYS FOR ALL PERIMETER DIKES, SWALES, OITCHES, AND SLOPES STEEPER THAN 3:1. SLOPES 3:1 OR FLATTER SHOULD BE PROVIDED WITH ADE�UATE GROUND COVER WITHIN 14 CALEN�AR DAYS. EXTENSION OF THE REOUIRED TIME LIMIT MAY BE APPROVED BY THE DIVISION OF LAND �UALITY DUE TO NATURAL FACTORS THAT IMPEDE THE SEEDIN6 PROCESS. 5. SILT FENCE IS TO BE INSTALLED WHERE PROPOSED FILL SLOPES ARE 1' OR GREATER IN DEPTH. 6. SILT FENCE MUST BE PROVIDED ALONG STREAMS WHILE MAINTAINING A MINIMUM 30 FT. UNDISTURBED VEGETATIVE BUFFER DURING ALL PHASES OF CONSTRUCTION (E.G. CLEARING 6 GRUBBING, AFTER INSTALLATION OF LINE, ETC.) 7. THE MAXIMUM OISTURBED AREA IS TO BE LIMITEO TO EXISTING R/W, PROPOSED R/W ANO THE TEMPORARY CONSTRUCTION EASEMENT. 8. SPECIFIC AREAS LOCATED WITHIN THIS SET MAY INCLUDE MORE STRINGENT POLICY. ANY SUCH POLICY SHALL OVER-RIDE THESE GENERAL NOTES. SELF-INSPECTION OF EROSION CONTROL DEVICES_ 1. EFFECTIVE OCTOBER 1, 2010 ALL EROSION CONTROL MEASEURES ARE TO BE INSPECTED ONCE EACH PHASE OF CONSTRUCTION HAS BEEN COMPLETED INCLUDING: * INSTALLATION OF PERIMETER EROSION CONTROL MEASURES * CLEARING AND GRUBBING OF EXISTING GROUND COVER * COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS * INSTALLATION OF STORM DRAINAGE FACILITIES * COMPLETION OF CONSTRUCTION OR DEVELOPMENT * ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION 2. EROSION CONTROL MEASURES TO BE INSPECTE� INCLUDE, BUT ARE NOT LIMITED T0: SEDIMENT BASINS, SEDIMENT TRAPS, SEDIMENT PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SILT FENCE, INLET PROTECTION DEVICES, STORM ORAINAGE FACILITIES, ENERGY DISSIPATERS, ROLLEO EROSION CONTROL PROOUCTS, ANO TEMPORARY/PERMANENT SEEDING. 3. DOCUMENTATION OF SELF INSPECTIONS MAY BE KEPT MANUALLY ON A FORM PROVIDED BY NCDENR (OR SIMILAR FORM OR MAY BE KEPTELECTRONICALLY AS AN EXCEL WORKSHEET. ALTERNATIVELY, SELF INSPECTION RECORDS MAY BE KEPT BY INITIALING AND DATING EACHMEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, OR BY COMPLETING, �ATING ANDSIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE SHOWN ON THE APPROVED PLAN. 4. INSPECTIONS REQUIRE� UNDER THE SELF-INSPECTION RULE ARE A DEVICE TO ENSURE THE APPROVE� EROSION AND SEDIMENTATION CONTROLPLAN IS BEING FOLLOWED. THESE INSPECTIONS ARE TO BE PERFORME� IN ADDITION TO THE REOUIREO WEEKLY NPDES GENERAL PERMITINSPECTION AND MONITORING REPORTS. CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� c���� Q_ �� o J � � �� � -i ¢ o � / ` y m � y BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply 373-5855 Tanks/Treatment Plants GDOT Storm Water__ _ _ _ _373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. 1 oF 4 9 � a M 0 c o � o -a � _ � � � u� i oc� c� N I � _ w i N Z w � � a� w � � � � a� o ��_ a� i ��� ��� W N -�a- �� o�� ��� c� • o� • �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ -oe� -�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. TEMPORqRY TYP I CA� S�OPE DRA I f� f�CDOT STD� 1�22�01 A FUTURE E.O.P:�� SILT BASIN LOCATION - � � EARTH BERM DITCH BLOCK -i FUTURE E.O.P -_� SEDIMENT CONTROL STONE � -► � A EARTH BERM �DITCH BLOCK LASS B STONE SPECIA� SEDIME�lT CONTRO� �ENCE NCDOT STDo 160�001 I�-3 f t� VARIABLE y � DIMENSION '��WIRE MES GENERAL NOTES: SEDIMENT CONTROL STONE USE N0. 5 OR N0. 57 STONE FOR SEDIMENT 2 ft CONTROL STONE. t ft min USE HARDWARE CLOTH 24 GAUGE WIRE MESH � WITH t/4 INCH MESH OPENINGS. � ' INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT. DEEP MINIMUM. SPACE POST A MAXIMUM OF 3 FT. TEMP. EARTH SHOULDER BER�F' TEMP. SLOPE DRAIN TEMP. EARTH SHOULDER BERM � TEMP. SLOPE DRAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CLASS "B" STONE FOR �EROSION CONTROL �CLASS "B"" STONE FOR INLET PROTECTION ,`L� [NLET PROTECTION g. EROSION CONTROL OPTION #1 � OPT]ON #2 � A SILT BASIN VOLUME SHALL BE DESIGNED FOR 1800 A EARTH BERM � CUBIC FEET OF SEDIMENT STORAGE PER DISTURBED ACRE. DITCH BLOCK FUTURE PAVEMENT�.. ANCHOR STAKES TEMP. SHOULDER TEMP. EARTH SHOULDER ANCHOR STAKE BERM DITCH 1 " ELBOW MIN. EXTEND DRAIN AS REOUIRED TO EARTH BERM DITCH BL --..�.�.��-�.,��' _ � C01 NC I OE W I TH HE I GHT OF ��� ____�� FINISHED EMBANKMENT FUTURE E.O.P� � � � � •� � ` TEMP. EARTH SHOULDER BERM ��� MIN. �� �10' MAX. NATURAL GROUND LINE ��'� -- .� I ELBOW � EARTH BERM DITCH BLOCK TEMPORARY SLOPE DRAIN TEMP. SHOULDER BERM DITCH � �5' MI ANCHOR STAKE STACE BUILDUP OF FILL I I I��ELBOW N�TE: TOE OF FIL ANCHOR STAKES 30" LONG AND SET MINIMUM 12" DEEP. ��gA51N LOCATION pjMCH SHOULDER - / L CLASS "B" STONE OR SILT -� SHOULDER - BASIN TYPE B. SEE NOTES. POINT TEMPORARY SLOPE DRAIN SECT I ON A-A TEMP. EARTH SHOULDER BERM ISOMETRIC VIEW NOTES: 1. OPEN END PIPE WITH MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS. 2. DESIGN INLET PROTECTION OPTION s:2 FOR 1800 CUBIC F00T OF SEDIMENT STORAGE PER DISTURBED ACRE. 3. DESIGN SILT BASINS WITH A 2:1 LENGTH TO WIDTH RATIO MINIMUM. 4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS SUBJECT TO SCOURING. SILT BASINS AND/OR OTHER EROSION CONTROL DEVICES MAY ALSO BE UTILIZED TO PREVENT SCOUR AT OUTLET LOCATIONS. 5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT. Sy��FR � FILL MATERIAL TOE�� OF FILL \�� 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 '�� WIRE MESI+ SEDIIdENT CONTROL STO 1 ft min WATER FLOW� Z•�o� I I '�� WIRE MES 2 ft � STEEL POST - 2 ft DEPTH i ROCK SED I MEf�T DAM TYPE NCDOT STD� 1��4�01 NOTE USE CLASS I RIP RAP FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL DO NOT PLACE SEDIMENT DAM IN A LIVE STREAM. /3 CNA! iE TH � c y � � ,� ,� L,,,o � .`b . .`b� � �� � �u l,u li� _ - xGwG,u STRUCTUR , A, CONTROL FL011 .� � o 3:� S�do,..,,-,.o��So �t� � FLON o�o�o�o�o�o��o 12' THICK SEDIIEI ca+rea sr�,E TEMPORARY SI�T DITCH CDOT STD� 1��0�0� FILL SLOPE TYPE ROADWAY SEWER WATER SIDEWALK WASTE MATERIAL VAR. 2' TO 1 ' VAR. � ro ' � CROSS SECTIONAL VIEW WET�AND AND RIPARIAN BUFFER STANDARD SEEDING SPECIFICATIONS SEED TYPE, w DATE SOIL AMENDMENTS APPLICATION RATE a AREA TO AN� MULCH � BE USED AUG. 15 - MAY 1 RYE GRAIN 50 LB/ACRE r � c� cn z MAY 1- AUG. 15 GERMAN MILLET 25 LB/ACRE � H O a� z Hw Q �� 10-20-20 FERTILIZER 400 LB/ACRE *(OR FOLLOW SOIL TEST RESULTS) �� J� Q� � �� ALL 4000 LB/ACRE - STRAW SHALL BE ANCHORED WITH BIODEGRADABLE w U w �--�m STRAW MULCH � 3 � NETTING OR MULCH ANCHORING TOOL. RYE GRAIN 25 LB/ACRE SWEET WOODREED 10 LB/ACRE �EC. 1- APR. 1 INDIAN WOODOATS 10 LB/ACRE DEERTONGUE (Tioga) 24 LB/ACRE � z � SWITCHGRASS (Carthage) 14 LB/ACRE o � RYE GRAIN 25 LB/ACRE w � c1� 0� INDIAN WOODOATS 10 LB/ACRE � z SEPT. 1- NOV. 1 SOFT RUSH 10 LB/ACRE W a z � EASTERN BOTTLEBRUSH GRASS 10 LB/ACRE Q Q � � DEERTONGUE 24 LB/ACRE � ~ w � � GROUND AGRICULTURAL LIMESTONE * FOLLOW SOIL TEST RESULTS ONLY (ONLY SINGLE APPLICATION IN ALL 10-20-20 FERTILIZER NUTRIENT SENSITIVE WATERSHED) STRAW MULCH 4000 LB/ACRE - STRAW SHALL BE ANCHORED WITH BIODEGRADABLE NETTING OR MULCH ANCHORING TOOL. RYE GRAIN 25 LB/ACRE SWEET WOODREED 10 LB/ACRE DEC. 1- APR. 1 DEERTONGUE 24 LB/ACRE EASTERN BOTTLEBRUSH GRASS 10 LB/ACRE � z FOX SEDGE 10 LB/ACRE �--� cn o a RYE GRAIN 25 LB/ACRE w w w � � Q SOFT RUSH 10 LB/ACRE � o SEPT. 1- NOV. 1 DEERTONGUE 24 LB/ACRE w Q z � EASTERN BOTTLEBRUSH GRASS 10 LB/ACRE a ~ � w � � FOX SEDGE 10 LB/ACRE �'-� � GROUND AGRICULTURAL LIMESTONE * FOLLOW SOIL TEST RESULTS ONLY ALL 10-20-20 FERTILIZER (SINGLE APPLICATION ALLOWED) STRAW MULCH 4000 LB/ACRE - STRAW SHALL BE ANCHORED WITH BIODEGRADABLE NETTING OR MULCH ANCHORING TOOL. SEEDBED PREPARATION AND NOTES: 1. SURFACE WATER CONTROL MEASURES ARE TO BE INSTALLED ACCORDING TO PLAN. COMPLETE GRADING OPERATIONS BEFORE PREPARING PERMANENT SEEDBED. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. NATIVE TOPSOIL IS PREFERABLE IF AVAILABLE. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTED OURING GRADING LOOSEN TO A DEPTH OF 6" BY DISKING OR PLOWING AND SMOOTHED BY HARROWING OR DRAGGING. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOTKNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS ABOVE. APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL. 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN PERFORMED, A ONE-TIMEAPPLICATION OF FERTILIZER ACCORDING TO SEEDING SPECIFICATIONS ABOVE IS ALLOWED. 50% BY WEIGHT OF THE TOTAL NITROGEN CONTENT IS TO BE AVAILABLE FROM UREAFORM (SLOW RELEASE). 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN 3:1. 7. FOR AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR MORE THAN 14 CALENDAR DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFICATIONS. 8. ALL SEED SHALL BE SUPPLIED ON THE BASIS OF PURE LIVE SEED (PLS). ALL NAMED CULTIVARS OR SELECTED VARIETIES SHALLBE CERTIFIED SEED. ZERO PERCENT (0%) OF WEED SEED IS DESIRABLE, BUT IN NO CASE SHALL ANY SEED CONTAIN IN EXCESS OF ONE PERCENT (1%) WEED SEED. 9. SEEDING I5 TO BE CARRIED OUT BY BROADCAST SPREADING. HYDROSEEDING OR RANGE DRILLING MAY BE UTILIZED UPONAPPROVAL OF THE ENGINEER. TEMPORARY SEEDING SHALL UTILIZE HYDROSEEDING TO SPEED GERMINATION AND RATE OF ESTABLISHMENT. 10. IMMEDIATELY AFTER SEEDING AND MULCHING, THE SOIL SNALL BE SUFFICIENTLY FIRMED BY ROLLING TO REDUCE THE RISK OF EROSION UNTIL SUFFICIENT GROUND COVER IS ESTABLISHED. 11. STRAW MULCH IS TO BE SECURED THROUGH USE OF A MULCH ANCHORING TOOL OR BIODEGRADABLE NETTING. ASPHALT EMULSION IS NOT TO BE USED WITHIN WETLANDS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. 12. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHEA ADE�UATE EROSION CONTROL DEVICES OR STRUCTURES. SLOPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH SPECIAL NOTES REGARDING NUTRIENT SENSITIVE WATERSHEDS: 1. THIS PROJECT IS LOCATED WITHIN THE HORSE PEN CREEK WATERSHED WHICH HAS BEEN CLASSIFIED AS NUTRIENT SENSITIVE (NSW) BY THE NORTHCA(�OLINA DEPARTMENT OF ENVIRONMENT AN� NATURAL RESOURCES. SPECIAL PRECAUTIONS MUST BE TAKEN WHEN WORKING IN THE VICINITY OF SURFACE WATERS OR AREAS WHICH DRAIN DIRECTLY TO SURFACE WATERS. 2. CLEARING OPERATIONS MAY BE PERFORMED, HOWEVER GRUBBING OPERATIONS WILL NOT BE ALLOWED UNTIL IMMEDIATELY PRIOR TO THE BEGINNING OF GRADING OPERATIONS AS DESCRIBED IN ARTICLE 200-1 OF THE STANDARD SPECIFICATIONS. EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY TAKING PLACE. 3. ONCE GRADING OPERATIONS BEGIN, WORK SHALL PROGRESS IN A CONTINUOUS MANNER SUCH THAT EACH PHASE IS COMPLETE AND PERMANENTLY STABILIZED PRIOR TO BE6INNING OF THE NEXT PHASE. 4. SEEDING AND MULCHING SHALL BE DONE IN STAGES ON CUT AND FILL SLOPES THAT ARE GREATER THAN 15 FEET IN HEIGHT, MEASURED ALONG THE SLOPE, OR GREATER THAN 1 ACRE IN AREA. SEEDING AND MULCHING SHALL ALSO BE PERFORMED ON DISTURBED AREAS IMMEDIATELY FOLLOWING FINAL GRAOE ESTABLISHMENT. NO APPRECIABLE TIME SHALL LAPSE WITHOUT THE STABILIZATION OF SLOPES, DITCHES, AND OTHER AREAS WITHIN THE PROJECT CORRIDOR. 5. DUE TO THE NUTRIENT SENSITIVE NATURE OF THE RECEIVING WATERS ALONG THIS PROJECT, ALL COMPONENTS OF AGGREGATE AND FILL MATERIALS SHALL BE OBTAINED LOCALLY WHEN POSSIBLE, AND ANY MATERIAL USED AS FILL WHICH IS FROM AN OFF-SITE SOURCE SHALL HAVE A NEUTRAL pH (6 TO 8). AT LEAST 90% OF ALL CRUSHED STONE FINES SHOULD BE FROM PARENT MATERIAL, AND SHALL NOT BE DERIVED FROM NON-COMMERCIAL STOCKPILES (I.E. STOCKPILES FROM PRIVATE SUPPLY). 6. THE CONTRACTOR IS TO STRIP 6" OF ALL AVAILABLE SUITABLE TOPSOIL IN CLEARED AREAS AND STOCKPILE IT FOR USE AS A TOP DRESSING ON SNOULDERS AND FILL SLOPES TO FACILITATE THE ESTABLISHMENT OF VEGETATION. TOPSOIL STOCKPILES THAT WILL NOT BE UTILIZED WITHIN 14 CALENDAR DAYS OF PLACEMENT SHOULD BE PROVIDED WITH TEMPORARY SEEDING TO PREVENT EXCESS SEDIMENT TRANSPORT FROM RUNOFF. 7. THE USE OF FERTILIZER IS TO BE LIMITED ON THIS PROJECT N THE VICINITY OF SURFACE WATERS AND NATURAL DRAINAGE CHANNELS. A ONE-TIME APPLICATION OF FERTILIZER WILL BE ALLOWED IN THESE AREAS FOR ESTABLISHMENT OF VEGETATION. FERTILIZERS TO BE USED SHOULD BE SLOW-RELEASE TYPE, AND SHOULD BE APPLIED BY HAND-HELD SPREADER, DROP SPREADER OR HYDROSEEDER. FERTILIZER SHALL ONLY BE APPLIED IN WINTER OR EARLY SPRING, AND SHOULD NOT BE APPLIED TO SATURATED SOIL OR WHEN HEAVY RAINFALL IS FORECAST WITHIN SEVEN DAYS. FERTILIZER SHOULD ONLY BE APPLIED PER SOIL TEST RESULTS IN AREAS WHICH DRAIN DIRECTLY TO SURFACE WATERS OR AREAS WHICH LIE ADJACENT TO NATURAL DRAINAGE CHANNELS. FERTILIZER USE UNDER CONDITIONS OTHER THAN AS OUTLINED ABOVE SHALL ONLY BE PERFORMED AT THE DIRECTION OF NCDENR-DL�, CITY OF GREENSBORO STORMWATER STAFF, OR CITY OF GREENSBORO ENGINEERING � INSPECTIONS STAFF. CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� c���� Q_ �� o J � � �� � -i Q o � / ` y m � y BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC-2' SHEET N0. 2 oF 4 9 � a N M C O � O � � S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� W N -�a- �� o�� ��� c� • o� • �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. SK I MMER BAS I N W I TH BAF F � ES DE TA I � � PERIMETER PROTECTION WILL BE PROVIDED DURING INSTALLATION AND REMOVAL OF BASINS AS NEEDED US1NG SILT FENCE W1TH WATTLE BREAKS. STEEL POSTS (QUANTITY VAR.) PLASTIC SLOPE DRAIN PIPE ( 12 IN. )— , .JCe 4' IMAX.1 TEMPORARY OR � P E R M A N E N T D I T C H 2' � MIN� � So�� STABILIZATIO ceorezr��E i' (MIN. ) {�4' (MIN� �W� EMERGENCY SPILLWAY- 6 IN. (MIN. ) 3 1 /2L �� � 1/4L � ` � �� � 1.5:1 (MIN. ) �/ � UNCLASSIFIED EART MATERIAL � SKIMMER (SIZE VAR.) lu STONE P L = 3W 3' �4� WOOD STAKE OR METAL POST COIR FIBER BAFFLE � I I�2 I (SEE NCDOT STD. DWG. N0. 1640.01) STEEL POST i' �MiN.� SOIL STABILIZATION GEOTEXTILE 9' (MIN. ) �� � 6' (MI . l 1' NIN. COIR FIBER MAT EARTH DIKE COIR FIBER MAT �SOIL STABILIZATI GEOTEXTILE 18 IN. OVERLAP (M[N.) , 4 IN. tMIN.I I�4 �I � � � � � � VARIABLE NqTURAL GROUND i' (MIN. ) UNCLASSIFIED EARTH MATERIAL PLACE SEALANT AROUND BARREL PIPE WITH MINIMUM WIDTH OF 6 IN. CLASS B STONE PAD (4' x 4' x 1' MIN.) NOTES NOT TO SCALE 1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2. LIMIT EARTH DIKE HEIGHT TO 5 FT. 3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT. 4. DETERMINE EMERGENCY SPILLWAY WEIR LENGTH (FT.) USING Q/0.8, WHERE � IS FLOW RATE (CFS) INTO BASIN. 5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED. 6. SOIL STABILIZATION GEOTEXTILE FOR EMERGENCY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN. ). 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 SEWER WATER SIDEWALK COIR �IBER BAF��E DRAPE BAFFLE MATERIAL OVER WIRE STRAND AND SECURE WITH PLASTIC TIES AT POSTS AND ON WIRE EVERY 12" 9 GAUGE MIN HIGH TENSION WIRE STRAND SHALL BE SECURED TO POST TO SUPPORT BAFFLE MATERIAL BAFFLE MATERIA 3' NOTES: 1. INSTALL THREE(3) COIR FIBER BAFFLES IN SILT BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS WITH A SPAC I NG OF ��q THE BAS I N LENGTH. 2. TWO(2) COIR FIBER BAFFLES CAN BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 FT. IN LENGTH WITH A SPACING OF 1/3 THE BASIN LENGTH. 3. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT BE BELOW BASE OF EMERGENCY SPILLWAY ELEVATION. CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS I-�— 4' M A X: �I DETAI� . -� � . �- :� � � � :� � � . � . , .� v���� ��� .��� ��. � ����� ��� � i:����i���:����� O t i��; ��:�G� fOP i;� ���� ``�v ✓✓ i%�i � . ■ . - � . �i, .�. . • —... ..—.._..—..—..—..—i ..._._. i i i i � �, �_ i SECURE BOTTOM OF BAFFLE TO GROUND WITH 12" STAPLES AT 12" MAXIMUM SPACING BAFFLE MATERIAL BAFFLE MATERIAL SHALL BE SECURED TO THE BOTTOM AND SIDES OF BASIN USING 12" LANDSCAPE STAPLES JOB N0. P – 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) 'TH CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC-3' SHEET N0. 3 oF 4 9 � Q � N .. � Q � LS� � 6� S O cn � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� N. c. �� G�I� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- �/�h /� �;, _, Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � �'' ���` , <` x� �``�.. 10x � ��\��`�„ _ C�iGN c� r�'� FILL 153 _LF _....EX��._15" RCP � ; ,' ` ��'� �� S I . P4UL' LaP�E ` \ } , � ;� \ �1 ` � � � _. �' /^ ����� ��� _ "'�� �� 7� o �' / �i 46Q �' Y `' �FLOWA E FILL ._.. � �', I i � � r � i t� 1 - 1 /-I �-8 2 . E� `', , � � , , � �� � , ,,���, y-.. � �, �,, ,�\� � �. , .;:; , , o, . 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I �' � x r � � ' , / � �� , � _ ; , , � � � JSIvN' / � � ; , � �\' � �II �i ".i" /� ��� / � ( / / � � /�� m \ � 11 / /F,'I�- 0127 _ i �\ i � � �/ � , , � , , . � � �, � �., �� � i Z � , _ � i � `�5 Pq y , ���� � � � � � SIGN a�� I �� , �` � i i� II Q i �� ��� i'� � `,� � �I r' /���P�� i T i�� 'i i PRO I Z i , /' ' , ' I' ' � � '' ' � � � � � = _.s - - ; � � �C,�- 842 G I � C� � --� �'J S I G N ,c� � i I w � � / 1 ' � - � � � ; � : \ I! %; , � 1I� �� � �' , � � m � � � � �=� HORSE PEN CREEK ROAD �;USi,rl IrvvE��N��r�� ----' �� �� � �; ,i �t10R E PEN CREE�<., _ ti i�/ ,y o�, , , , �( � � � � il �i I ; � � '� o �l �� ' i � � � � � � \ � � � � � 1 6 , _ - - � , ; _ � �� -', - -' � � � � ' , z � � � i '; 0�23 01 NEW GARDEN � � Q l � / � ' ry ' ' n� I' � I � : ` `-' I / �' � � i�� � _ - � � — =RCP ' I � I Bs3 � l - tn�{ ' `� q i � ` N�II � �� i � _ - �� IN EX. 18 II i % _ _ � i . o � � / � � ` f TA J� ` ati� � ,' I' a; � ���I z II - ,. ���, ` „�� _____ RE � � ��� � � . �' SW-2 � / / / ` , - ' , � Q,, � ; � , � <v KRUSCH INVESTMENTS, LL. _ � ._.._ - i � , `�\ / n � s � � � � � e'�I� cn i � �,; � � ^���� � 1601 NEW GARDEN RO^,f � �- - � l �� � i c� ������'� �� � ��� � i � - � �i i- � � .�� �-� � �� � � y� I , ; �i � II �� i' �' },� - ' ��� � PARCEL� U081 �0 i �_ , � f i c� / ��/ `" � � � � � r, ��� /� , � `< ��" i /�P��7 �' D13 6430 PG -;-� _ %/ � � ���� I �� i i � _ i � 1 � � i � � / �'� n�,� pP 13� PG - � ���,�� �a'�/� � j�e.�� � �' 1 �� � �� '� � ; � � � ��� � �� �' � i , > ; i � � PARCEL{/ 0081401 J J ' i �sP pg�131 P�G8171� ' � DB 6430 PG 393 _. FB I,? PG 20 - , � �, , ll � / � `" � � � > � �' i �. / � �� `�' � � I ' � , � � � i ,H3 w � � 11 '��" / } �;� � _ _ , �, , �,� � � � , �, ��, / ,, � `� Q�� � �� p � � \ ; /; /� // "�,� / / r, 'li i \ II� �I ' / / � � �r � � �� �\ � �� ����� �� � �� •� ���� '� �� � ��� � �� �� ��� , > � � ���� �' REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� c���° Q_ �� o J � � �� � -i Q o � / ` y m � y BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Perm�t Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO 'EC 4� ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO �I- OF ��� BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ -oe� -�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l��il' l)ISSII�L�I'1'()li l)I�'Il:\TSI()\rS I�\�l�l��il' l)ISSII���'1'()l� l)I�'Il�\�SI()\TS STORMWATER OUTLET #214 STORMWATER OUTLET #238 �REFER TO COG STO. �422� �REFER TO COG STD. �422� d50 REDUIREO = 0.25 FEET d50 RE�UIRED = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 7 INCHES THICKNESS (t) = 7 INCHES STORMWATER OUTLET #225 �REFER TO COG STD. #422� d50 RE�UIRED = 0.35 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 4. 5 FEET (MIN. ) THICKNESS (t) = 10 INCHES �� � ,'�'� '; � z � `"' � ' TEP,i;AUL T GR I vE I n � PI = 11+14.79 CL E AR I NG AND �� ;� � � ; " �: � !; �h "���'~� 4•. Pvc ��� � � o ! �� �� � � j DELTA = 32 19' 18.56" (LT) GRUBB I NG PHASEJ ��� ' � � � �'� �� ,�� �/, ,,'�' ss �, ; - _ ;' _ • � T 63 75 � SSM� � r / % R = 220.00� / '.I�I �, ;c �i P.�ION � �,_; �/i. ���' � _ I ' 420 I �; ��'S; DRI E i �/ • , ,y , ,' � , � � � /i; � - - ;� ARC = 124.11 � i � �)� 8 ` S ii��/ ,!� ��zz� ��� ! _ � - -_ 26° 02' 36.73„ � � � � c,G�432 � � ,� �� • <<� �, ST - i;" ,�:' �\ i, i; o i+ s � >�,�-� i�� CH - 122.47' � �- � _ , f,� I:��- � , ,� � c, �z- � �:,, � ;�` HORSE PEf�I CREEK ROAD �� � • / � �`�-i i �S ; ��/' � � g�'_ y f� II � - 1� �' � � i .-_ r b � % � v.� ,�,' �-' n� o�� I L .J r�' ,� � � m SW- 3 � i :�� \ t: ti� - � ,, 0�� ,/ � � N No �� c� , �� m � i o P I = - 3 2+01 . 8 7 `, � � � ', ,! " ,'% '���°'- �� "� `��' � �.:y 'J� DELTA - 72° i42' 18 43" ( LT ) � � `, .z � . � � a, � . � /:� � 2 � .' ` V � �, c� � � ; .�-r G�-% oQ,,t� ��,� ',�zz ��U L I VA�., S L AK_C_i�i� I VE / l( R= ' 645 . 00" , � � __ - -, --- , .;:. _ . . - �, , T 474 71 U �r�trv i�u��� ���v ��:���; t,u/� u � �`,r �v� c�,,- �, 0,:�" � �- PI - � �1.�+32 15 W PARCEL��00819 4 ! � ` \ ' �- 2,�,` �P�' xO���i, � �`-,� _ U ���, ARC = 818.47„ - � � ��� � � `.I� ut<S� � � . p g -_ � ; ;� �� R, ,. ; _ DEI_TA - 42 1 3 32 ( RT ) _ o _ . ►- DB 5057���z� 06 � _ - '= p. j ; � ��N``,� �`' ti �,' - - _� - _ _ . , S T - AL _ 8 52 . � o �;�, ,�,P .,- .,.__ � T gq 58 R�-�A�M 1 EPHEME 59 0� W•-5' __�� ge 5�5 �i3�'i` � /�- ct== ����` \� � � 5���" �6• ' \� R= 245 . 00 � liVO BUF F ERS l \\ �� = 76 •6� / --� �� - - " � 45 �� �� E� P7 �' ' � - ' � / � ' � � , W � =�-�ONDO i !; 1 � ; �'; / -�J �'�. ; ��, � 2� -� -o f -. \ ARC = 1 80. 53 ' �.. _ '� � , i � ;�' � ]' � , Q �� �'. . ' , � �� �� ' \ � � � � :' .: : ! � 4_ "�,,' �� � 2 3 2, 0 9. 7 � �l ,, ,' � �,,!l 1 ;, I � :: % � �:" .. : � 9.25' W X ' L X 7" THK. � �+`� � / ' ,I HANNEL PROTECTION � '� J ' � % ` ; 'T ��ILLIVANS LAKE ASSOCI:' � H - , , 7 �; . 4 �7 � CLA � ��� = � - � . � `� � S B 21P ONS � w_ � � , �ni �; �' W/ 14 SY OF PSRM �' % x,' 4200� Ct SULLIVANS LAKE ' '.. -- ; ' T � p � F' I �_� 1 5 1 5. 62 E r w -�'�� ' � � SS N� ! ' , ' �p ARCEL# 0081967 ' ' 7 SY FILTER ABRIC � ` � _ __ '-`-_ . ,P � Ui�r /9.25' W x 8' � x 7" THK. i ; �,, � _ �. � DELTA - 4 � 42 1 . 93; ( LT ) �D 3537 PG 16$ - c'� __ _ - , C� 1 � _��-_ ',p G `�� _.,' l � C�Ass 'B' RIP RAP ,� ' ,,r � / _ :�? \o T , _.:. . _ : �,�. _ ._,; � TALMAGA LANE "�` ��� � p � 2� i .., @��I�% ' �O �' ,9 �. PB 81 PG %4�C-� K= � n ' 7 9, � � l 2737 HORSE P EN CREF� oF� C� EST?�TT / � �' y , i PARCEL 0081�'. O � `�'I 7 SY FILTE���;aBRic � �`�(' � / ti� ,�S 40° 49. 57 E � �� , � 90 OC� � � � P I = 0 1 2+48. 09 02 0 � ,' � vErEo�, '��, � / � _ ,. ARC = I •�4 l � �r � i � DB 754� PG 7; _ DELTA = 61 40 02. 56 ( LT ) • ('->1 ;�, , F�aRED END / � - 5 �C 14 + i 5 . 8 2 - � ' I 6 3 ° 3 9 � 3 . � I � `� ` �, _ `, . T = 1 4 9 . 2 � f � tiBKo � ` � l - 2 „ � � ;' j, ,_.. -- _ _` � r, SECTION �., r�, � �( / ! CH 2. ' I ; � ! / 1 �\ �\ �, R - 250. OU' o _ ,� �, ,Z - _ � . � r- , ; � -�, SULLI VAN'S LAKE DR. �' ' ' � � � � A R c = � 6 � . � � ' I ' + ��� � �f -� � � _ � � - �211 �"� � � � 1� � � � �� � � � � ���� �� �� ' �� � �� _ � � � � W � � �_ � � - � �� � �J � " `� � � � 5 � 0� � r-,rv� ; N l� c 9 2.� C H - _ 2 5 6. 2 7 I ,, _ � . 1 � N - - - � �'' �y J ' < PT 15+50 76 - - " i � , - - , - - �. _ �A � p� y � � _ �n � � o -, � �, �. � -24a- - _ � , � _ . - -� � � '� , FLARED� �JC �., y AP 15 -- � _� �-� SIG. ,, S 88 �� 1 �_-F ' �;� _-_ ..,,- - _ ,' .,�:'� � � � ,,� ``� � � ,�; IC�r W �' r RCP OP , � i 7 SE � N. C. GRID _ NnD �� <5E f'tN CkE'. PROP. PERM. DRAINAGE MAINTENANCE AND UTILITY EASEMENT ��. 'yy X 10' L X 10"THK. C SS 'B' RIP RAP ST. 3 TONS 10 SY FILTER FABRIC s � FLARED END J SCION � EXISTING 16" � DIP WATERLINL � s�� P�c �y UNDERDRAIN , s (TYPICAL �.. �S�`� � ��� ; � pP ` / � U � ' c �NG � , 0 . � 0225 � ' 0 ROP. 8" ''" �I ,A I L n � CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� c���° Q_ �� o J � � �� � -i Q o � / ` y m � y BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres z � . M�.n, �, c� ; c , (I�CT f= ,� , "� ''"' � � � � t `� _ � � � � SEE D TA � / gf3.���� �� �� 02 ��. , ' / �l/f ~' ��_ ._-- � • ^LE Myqr�E , � � � , � � < SUR E ' __ E PROP . 16 " - - / , � % � � ; � �i �, \ � � � � m � , , .. EX. RCP . � T '� �'S' � ,. ! � _� � _ i� � . ," �E r J __-_�___ _ _ MYRT�E I � .i I �' -� � WATFRI_INE �11 % � � � � � � � ��caf SH ` 72 / .. 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KRUSCH P�tii��t�Ilt�;�L�i�7 �i'� �_,4�x�x. � --_=_ ONC UR � � __ '�°"- - � - 7SFp � � � A ERLINE__.`-- , , ; � � ' � � - , $ HOI�SE�PE CREEI' _ �, � _, iF';�?I �L. �i i , _, , . , � � � , � � TO JB W LAB LID �� �,*� � �S� _ ' 4RCEL# �b081 � � � � � oe 4�4z P��`� �o -� ��; �$'V�YNOKA DR. � ". � ,. �� � � l �; � �� � � � �' -, . , �� � 5 � ��' �>���, , �,1 '- � TERRau�-� n� � _, � \ �-� _E PEN CRE�K ROADa� _� \ ' � , �,�, , � � � , � , __-� ` � �" . � .�t 1`1r_c, - _ � CO C OR � � � � _x z � ��� �- - " � � ,� � -u , „ � a,. �, � 6. �� t � � v';�; l_ � Ik>� and w�i �, � f� 4938 -PG 'i � � � -- : , : � ,, . � , .� � � -��- � � ,� �, � � ; . � �� �� , , -o o. � ' �':;;= 2 �; 502 I � �rI 00814�7 , , �� � �i ; - - Z � � �,;�,,,� ,-� � , _ i � c, � � ]SF ,:�; I ��, + .� I- N 88 2�� 42 � �� � . c LL[ f ' IE I� ���� � g6� � �_ 5053 PG 1� : O] � PCEL# 00� ` � I �- , # � _ -. __ in I I � i' . i ' - � ': ; � I -ic � L -- _ I. , I -- - � r i a __�i � fl C� , '--�=�_ __ , ; � m i ic� � ��_ .,-,- , , • -i � : � �i � - � c� 10+qg o � G 2736 CREEF� R0� „�; �; 118 PG t : � _:g � , ON pq I� . x i � �. �LI�� Illv�� und wif , �2, ._ I�I.S�� f-GI•, �i:�EK RO �> I -�PJ �� � I ,� � - 86 0 % �� o� � i_-:T 11? 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SCIOR � INO � �� r PARCEL# 008158 i � F�l� _ � � 00&,1 x j i � � � ' * � ��� �. -�. ,PG 13 3 �\s`` ' 1 �,��. i i -' J �i . 4781 PG 173 m " f a " `L;; ,� ,�._, -� u (� � q�} U' �' - �`. -10. � �P�AL Gf�€EK� ROAN' i � ���� i DB 4202 P . ; Tf�LMfl � � - � � G 11 WPTCK PROPEF ili '_ I� 1 � ��, �i am � r, cb �_ � �� � � �`,R 5 77 P� �G� 2 1 ' PG 120 i�; 4005 WAYNOKA `a�!'� ,�, � � � � � 3'i o. v�o � ��u PA�EL# 008167� ' -'�_: ;� FE % " � � PB 72 PG 382� �'� - � � �' �_ \*' �"�P i 15 � .p" PARCEL�{ 008167 � - r� � 1 ��`' ��{D�' >�O `n ' ' �' � 1 DB 5364 PG 2080 � � � I � = � ! - 5F 15F� _ � I LOT 11 % ONC p� o f ' NE' _ r r� ,i ,� -�� � f I 0 �. i� r,� - _. n - , � '-i I i-� I� 3cu � ���� �� PP �' pr, �n� �� �� i � -- _ - o"' i �i 0° � �o� � I � � i�n �, ----_ _ SEE SHEET EC-20 FOR TA�MAGA LANE 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 SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION �oB N0. P-04945 CITY O� GREENSBORO DESIGNED 12/02/13 BY HDR E N G I N E E R I N G D I VI S I O N �" ✓, CONST. SURVEY BY HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. CHECKED BY NEW GARDEN ROAD TO � �I Cj � 0 F i �.� SCALE: 1"=40' (HORIZ) BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #316 �REFER TO COG STO. �422� d50 REDUIREO = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 7 INCHES ROMAN CATHOUC DIOCESE OF C�-i' 2749 HORSE PEN CRE' PARCEL# 0076' il���r.�i�, ��:_, DB 3610 PG �n ��> , n -, �r ? HORSE�PEN CREEK ROAD PARCEL# 0081294 DB 7542 PG 575 � � � -549 J � � , `'� m _ - �w ,- CLEARING AND TEMPORARY GRUBB 1 NG PHASE ; '"'L �t"' `'�` STRAPME#3T �a -;�rL# Qn-.- ` <�F Pc 52 x 13 x 2 ' JIMMY WILLARD WILSON y L KN \ AUCE FLYNN WIL °' 4 f t We I �^ 111�'.�L i-'Eiv �,I:��K i�U. ;;r ,_. 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CULCLASUI< � � � i � � �_, B 1960 F; _ ; _ , ' � � `� � �/ , - ; � , OB 746� P6�� �\1��aL, i I� � �- _�--_ `\-- '�. '\, / Q - nr? -i,�,r �c � # :PM 0 BUFFERS ) R = 1 ,000.00� m� 2760 P�ARCEL,yE00C , , , � , � � ,, Sk�mmer Bas�n 1 - ' -�- SW-5 ARC = 232. 07' � ➢ � DB 4266 Pc �� �' l, �,� � I I CiAVID R. HA TINI.. �:.; �i< : l.H / � SO X ZO X 3 �\`,,C \', � I / � �'�� TERRI -� �IAS i INGS i 1SBKD �"` - �.'rJ I nch S k i rm�er 5° 4 3 4 6. 4 8 �, r� � �.� � � , ,� �� DB 467 ` � � � ' �` 3._',01 TERF�AULT DRi'���E � • '\ , � � � �� �'�n \� � L� :� �� �;�` ' ��,RCEL# 00819r�- W I th �. 75 I nch �� CH = 231 . 55 �, z �O �y �,`�- �o �NQ �,, ��� ,- ;��� P� ,;,,, � Or � f i ce D � qmeter SE = NC ` -� �z� � ,,, - � 6 f t We � r °`� . }-� _� 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 SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION �oB N0. P-04945 CITY O� GREENSBORO � DESIGNED 12/02/13 BY HDR E N G I N E E R I N G D I VI S I O N ��-� CONST. SURVEY BY HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. CHECKED BY NEW GARDEN ROAD TO ��' OF �i-�� SCALE: 1"=40' (HORIZ) BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. , -.�,,,,�� ���1E 155A s. GA 7�5g` N ;C ; , ` 1 �' d E 1�,�" 00 7 3 � I bB i37$9 P� )1�9 ;� � 1 Q� 4 g30 PG 1 3 //J� � I B� 85�PG �1 �/ � LO 3�� � " � i r i � ,\� r / ' � � � I U W _� ;. .: ,: .- _:.,.__. , .. 'UY I;. CULI;LASUi�i_ �-�ORSE PEN CREEK F:O,=� PARCEL# 0076325 iB 4266 PG 4�7 �C3 4674 PG 9� � �P 57 PG 5-! L 0 I ,_ � � � � � � � � � � FROM STA. 49+00 TO STA. 49+50 l:\TI�I�(�l' l)ISSII'1�'1'()li� 1)Il�il:\TSI()\TS STORMWATER OUTLET #418 �REFER TO COG STD. #422� d50 RE�UIRED = 0.35 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 4.5 FEET (MIN. ) THICKNESS (t) = 10 INCHES STORMWATER OUTLET #423 �REFER TO COG STD. �422� d50 REOUIRED = 0.50 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 16.00 FEET APRON WIDTH = 16.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 14 INCHES 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 l:\Tl:li,(�I' 1)ISSII'1�'1'()1� llI�il:\TSI()\TS STORMWATER OUTLET #440 �REFER TO COG STD, �422� � 1 TYPE ROADWAY SEWER WATER SIDEWALK d50 REOUIRED = 0.5 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 16 FEET APRON WIDTH = 18.5 FEET 3 X D = 7. 5 FEET (MIN. ) THICKNESS (t) = 14 INCHES � � � CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS � � JOB N0. P – 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) �c ocni �orc�; CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. ;' ; oF !�- G STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � Q � � � � � � � o = � � � u� i c� o c� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i Nt�� ��� WN -�a- �� o�� ��� o� : �� • �R) HORS� F'EN _ �'CEL# 007778C �;004 PG 1,�.�, -' � �l�V�`�d�r�dLr;Uiv C.II�I.,�� "RCEL# Q077781 � �'��,40 PG 2277 nc . -, / % � � / / /� , �, t a�N , o' _r;i;F_ �;�Iviti_ioviv-LI�� i,�`�uCi:;liU�`d - TANNENBAUM CIRCLE i� rrL� 0077783 �� . �r-,� . cr -- ,- �— - / / , � � � i / Ri i � �� 15� � � ��Ni � _ n4aG P - 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 �/PI 1�+��� ._� �� __ �_ ; �� ; �,,� � : 0 � % ii�/i� � ' , �, io i ` 1I � ,�����e � � l /, �� � !��! � J / , ," '�„r,�,+��� ', � .���=o�m°��i�� �, ;� / ,' � � � l��pl '-,� i /� ���� �0�) �� �� �_�� � �i \ �i ! � . :� '/ � / i % � oi�' i ; � ' I , , \� � ;�, � � ;� � �; �; � � ,�// � � c � � �� �,'� ` % dl � �' , ,. %� / ✓ R E�. CB ,-C, V LAB� ID , ;� � �; �! �� � ;i ,% / ,; � �i, 1 � ,'; / TYPE ROADWAY SEWER WATER SIDEWALK . ���J/ J rl3 L"*JJ ;,_, � ; � - � i .' �° � ��'i , � \ ��� �� �i d' �� l� I i�zfl, EEK�^ ., w000S AKC = i ,'' ;` go �`�A � l " � — �� - ,� �, C H T� % � , T ,� `, '���, . -�s .� �; `� � yti� , �as r - _ . ♦ ` i � �_ � `'3 � 1 �,4� � \ �m 1 Im 0 ` �i 0�) � ,, � �0 � I�JCC RCNI/111VUC VIV ' Y `'�E OF OAD) 1 � L� nna?�, �-, � � � �� � � \� `� \ �� � � � � � ` CITY OF GREENSBO'F�0 \ �. >804 HORSE PEN CREEK ROAp � �-� _ �- �, � CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS � _� � \ � m1' - . . .� _. ez�' /r - _� � � � - =!ct U �6YN �� - � �� - I 1 �, r MA�.PE YNOLUS � /�' ,_ , ��RSE PEN CREEK ROA�_ `' � ' �' 'ARCEL# 0096085 , � " ' S 4590 PG 77J % i 1��� P� 1408 � - r;,� i+�� � 0 P G 313 �� _ � �_ :,���`< ��:ar�-i.�qic �Rt; � �����, �9� f � / _. 9�Q � O,j,� _ �l � � �'.� S''�O '✓ _ � - � ,nF i JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. Q (; � ; 0 F �- :J � a Q M C Q � o = � � � u� i c� o c� N I � - W I N Z W L � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � N.C. GRID - NAD 8� CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres � � , i' � � ��� cHar�ct �,oar� �s� `� v �°� , \'�. `s�\� �'tiN'�;� �' GIS DISC�AIMER ` ` BRIARGRO CO�RT `� \; \� ;���,o� � oa�,�x - CLEAR 1 NG AND � I= _ o , � 2+3 � � o �oN � , �, , � �� � �� �� i �� M � � , 6 �. BR I AR�ROVE �OURT _- - , -- : - - . ', � �, `� Objects on this map shown �, � a ��` �1 GRUB� I NG PHASE DELTA - 44 52 47. 64 ( LT ) `� � � 9 k �\ � �<; , � \ -� 0� \\�"� �` �= ��� �� , . • � . - - P I - 1 �+g 1 . � � -N SPACE & UTIUTY ES"�.�' T = 1 71 . 3 � � � y�, �`� � ��'�o ��\\� i � �^� ��\ with a dotted linestyle were , _ ' �n � e �% ,, - � aP � ,. - ;c>• - )7 HORSE PEN C ,__ R = 4 1 5 . 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SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CITY O� GREENSBORO ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) �CC_ Q� SHEET N0. �� 0 F �I- � � Q � N .. � � � � � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • S T A N D A R D E R 0 S I 0 N C 0 N T R 0 � S Y MB 0� S �J���JI��I�' l)ISSII���►�i'()li. l)I�II:�Tsi���rS C I T Y 0 F G R E E N S B 0 R 0 STORMWATER OUTLET #� 10 ENGINEERING DESIGN DIVISION �i4EFER TO COG STO. �422� d50 REDUIREO = 0.25 FEET Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � STONE SIZE = CLASS 'B' RIP RAP Temporary S i I t Fence ( C�G Std. NO. 43� )__________________________________________ �/�/\/�/� APRON LENGTH = 8 FEET Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� THICKNESS (t) = 7 INCHES Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. 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GRID - NAD 8_� I T J � ' CLEAR I NG At�� I`� GRUBB I NG PH,�SE ��,.,� � ;aNT LIMITED PARTNERSHIF �,� �: HoRSE PEN CREEK Ro= HOR E PE C EK ROAD ' �# 0o96��s P I = 80+30. 35 ) /�L m I�ARCE,,� PG 1786 -. _;r ' _i _ ,. , I _ DELTA_ - 9° 23' 06. 43" ( RT ) � 7 D _3TP2 90 } �_�_ 1 , , ` i, _-I- , - . � -' ''! _ "�y ;^,�vr��y. �9� s--s __ PA_. - ��� �� C. - -- � � _ ��_ �� � T _- _ - - IIx _ � '`l \ O 2837 HORS- I-EN CREEK R-0P�G ��' 1111 --_I--- � � 2�3�"HORS� -` _ _ �' 1 �� �.�R = L,4`�U�(�` ' --� ,, � m I �- - � � , � -- ._ �I S DB / _ PEIV C�REE� U,4��• � _y� i � ��.� � CEL# 096105_ _ _ _ _ , 1 � � � ' 0 -. • � � m,, � �� �� \ 285 PG 18�Z�8 a �I I� i l I I � � �/ PARCEL� 0152�85 5 4 0 7. 8 7 � �,� - -� � I lrv 1,S�3Ki] 1 � t i. � ti �'= � , < ,, '�' , .l� � 1 I I I � - _- . h � s� � ; / _ �'�-�1.� ,� I ,, • ' - - �� ' " � � ,' g- _ , , ' � � I I I I � � � ) �1 DB 215� PG a�; i � i � �-'L'�,.ti 1 8 � 03 . 3_" ' � -� _ 28 5 HOi;� i-cEEI' __ _ . � e m c. / I� \\� I �p I `��I' IIII�`,w --__. � ( Nm. � �sc' � t 1\ c. �. \ 1 �R f'�`,R U15238 _ �X_z � , _ � _ _ i � J 1 � - - � � \ � � _ , PFIOP : PERMANENT } ¢ �� I � wi I � � '' ' , � C H = . q � - _ ��� � - ,-- �� �� � �� \ :_ RETAINING WALL EASEMENT � � � 1 L Ns � � / ` '- _ " � ; \ /��. 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License Number: F-0166 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION �<' � �� HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO ��) OF �� � BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ —TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � � I U W � W W _ � W W � O O O O + �9 O � � z _ c.: � a � � Q � � � o � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a^l� i W�� ��� WN -�a- �� o�� ��� o� : �� • _J'�ti�tLL`, Ai�F�- ; ;RCEL� 009:��� �:�SE Pt� CREc i �� n�au r � � l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #1022 �REFER TO COG STO. �422� d50 REDUIREO = 0.7 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 22 FEET APRON WIDTH = 24.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 19 INCHES 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 SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS =�s_ — --_ � �__ N.C. GR1D - NAu 8�� JOB N0. P — 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) � � I U W W W � O O O O + I`-- � � CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 9 � � - �I � 9 SHEET N0. 1 �.� oF Ll- � STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. N r-- I U W � W W _ � W W � O O O O + � � � W z � � _ U F-- a � � a � Q c o � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • � AALE�N ,o� �� ��,�E Ft�-;L EL# 0960 ?65 �G 2g� : l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #1111 �REFER TO COG STO. �422� d50 REDUIREO = 0 FEET STONE SIZE = CLASS 'I' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 6 FEET (MIN. ) THICKNESS (t) = 10 INCHES 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 SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS �i � GRID - NAD 83 JOB N0. P – 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) I--- W W � � W W � O O O O + � N � w z � � _ U � Q � < I ' � <' CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. I 4 oF �l- �� STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. IVV I UI V 1 -\ - t Ground : � 2�' 7""/Ft• � �� d _. � Min. D= 7 Ft. �'n� � PSRM �wREENSBORO COUj�1TF�1' Max. d= 1 Ft. ,;�4p A HORSE PEN�CRI b= 5 Ft. � ��4RCEL# �217535 -ype of L i ner= PSRM nDB ��04 P�a1605 FROM STA. 129+50 TO STA. 1 29+65 -J` ��^, '� )� I � � �t' � � a 0 � .. � � � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • �� �-, - — ���-�� _ � ,50�0 t ro YJ r _ , ,- -��.-- - I:\Tl�li.(�I' l)ISSII�I�'1'(11i. l)I�II:\TSI�)\TS STORMWATER OUTLET #1215 �REFE�4 TO COG STD. #422% d50 REDUIRED = 0.4 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 13 FEET APRON WIOTH = 15 FEET 3 X D = 6 FEET (MIN. ) THICKNESS (t) = 11 INCHES STORMWATER OUTLET #1229 �REFER TO COG STD. �422� d50 REQUIRED = 0.40 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 13 FEET APRON WIDTH = 15 FEET 3 X D = 6 FEET (MIN. ) THICKNESS (t) = 11 INCHES REVISIONS HDR Engineering, Inc. of the Carolinas 440 South Church Street, Suite 1000 Charlotte, NC 28202 N.C.B.E.L.S. 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O � � ,;; � p � U °� `� 2 ��� <- � �r, ,�_ tr � � ��� V V Q Q� Q O Q � _� "� � co Q o� �,� � ti � i Q7�� � ( � O Z Q , � � Q 3 � �u � r`� .` !� _ _, � �Z ���,.j i.� � N � Q � � � ' . � ."� � .� r� Q � � � WOODS �� v � � O� EXIST. 8" PVC SS a (TO REMAIN�) � - - _ = � - -��,e-- _ PROP. ' ��. - ��4.� DI FM r� � - JJ \!- 8" �\ �!�;. <�"' �-z _� � _ �I�°� i � > �- g I i � �.� , < �> � � > �r- _ O V �J � Q' O tr� ti �� � � � � `_ JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal_ — — —373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_— — — — —373-5855 Tanks/Treatment Plants GDOT Storm Water__ _ _ _ _373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC-15' SHEET N0. I �) 0 F �I- � STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. 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'fl '� � �2 � \ , ��� 9�� � � O \ -a �6' �``.rQ � O �- �e -o � , c� �� �� �o<� c'����. 6'� °� ��? �,� = � ''" 'c� '� ' 'v � r 6' � t�` < �P � \9_n � � `I'o� � °� 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 ��' `- - � � � J ' i' ��J cQ6,�l�`J'p� � �y� a�o. -� -� �o ��-� � ,� GRADE TO DRAIN TYPE ROADWAY SEWER WATER SIDEWALK � �y\ PEGGY L. GROCE AS TRU'S.TEE � TFI���U ,,-� PEGGY L. GROC��REVOCABLE TRUST �- �� 32SOWORSE PE`fyCREF�l4-�6AD m � 1 � °�^,RCEL� 007$222 � l / q�61 PG�1fi37 i , =� �r� � ��'ro�v DR I �,�� � 123.44' 17° 12' 21.38" 122.74� CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS �O\v ,-, a�� JOB N0. P – 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) � � U W � W W � � W W � O O O O � � � � 4005 �TUSCANY L= PARCEL# 0078� CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �I_ `'; o J � 1� � � ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) �EC 16' SHEET N0. :i �,� oF � � j STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � a Q � .. � Q � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� W N -�a- �� o�� ��� o� : �� • -Jli'�Il� l,U;�ll -' � _ SE PEN CF�i_�_�. i. ;;;�, RCEL# 0078224 ' 6363 PG 2245 160 PG 104 e, , :!ONY ; i0lvlEuvv�,'_�-� � � ASSOCIATION SIENA TERRA�. 'CEL# 007845c� F �851 PG 228=a� '��c�o��rS*� 0 iIY��DOG e� Q z �, �— - �T. ;, ;.� � ��t���'�'' � � . � ,iZ l�! F. U I': � ,RAY BLUFF CUUkT ,-� ARCE1-# 0078361 �-,�; 7139 PG 1732 - ; p� 56 _ ; _ .� � � -- � - - :�. �`/ j I RL �Vf'�LIAM LA�I"C;� c;nu w�lfie, . TERRI LYNN L �Z � obe, �301 GRAY BLUF�I �1RT� " =�ARCFL#i 0�178�6� / ,-. 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 _ __� �, Z�r —� �� ---� ��—�� `�.� � � � . A �� ���. _ ---_- . , � �, - - _ _ ,\� � NTO�C� � ,�� 25�.01' �' � — �� �� �---�, ', � REVISIONS TYPE ROADWAY SEWER WATER SIDEWALK � GQ �� �� .• Q- i Y/ Q��P �� � ---, ,, \ � J _ —� \ , ,�, - , - � '��9� �- \ �' 89�- � � �. � -_, � �� ��—��l� �i � . �-_ Z �y- CLAYTON VERNON KEY and wife, �s� a 4�� E �� � MARY B. KEY ��`���"��. - �� 6, � 4003 �$�NE BLUFF COURT ����\r'�, �,� Q �, _ � � PARCEL# 0078396 � � _NE cA`o - - ,-? PG 215 � ' PG 56 � \ � 3� �� A ��7lu.7CJIC f'I �uD \ � � . n�il . ` .. � CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS \�`�TONYlvb1RINGU �nd wife, � RU�KH MIRINC�U ` 0��-�q05 ST �lE BLUFFj COUF�� l � \ PAR�EL# 007�395 � �J �' DB 52�31 PG �84� � � PB 1,�� PG 5�6� , , � n ZC __ _._ �- : i=,IV ASSUCiAT10N OF GREtNS8UR0, INCORPORNTED � �;ORSE PEN CRF�'•r .r.,n.c.n ��ARrEL# 008�" JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) ti,oRSE L�,p R�f�# nr-`"�;E, CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC-1 �' SHEET N0. I � 0 F �- ��� STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � � I U W F— W W _ � W W � O O O O + � � � W z � � _ U F-- a � � Q M r� C N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� W N -�a- �� o�� ��� o� : �� • cTn �Go�n� o� ._..._ ._ _... _� �, � �� `� �, I � `1 il • � � m� �� ---; � �G�41E��S�HRIS I IAN ASSOCIA I IJN �� � F GR�ENSBORO,�NCIIf��OR�iTEB — '� i ��„ I` 3� HORSE PEN CREEK ROAD � � -, i' f � SIGNQ�,i.� - � iti I� \ i PARCEL# 0080395 —ss _- � �� ��i il DB 5148 PG 1765 �� � i!' i i� e3s PB 147 PG 110 ����z� m_ . ���' � II� ��� � � ��< <��-1 �i� �-� �;, l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #1515 �REFER TO COG STO. �422� d50 REDUIREO = 0.4 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 13 FEET APRON WIDTH = 15 FEET 3 X D = 6 FEET (MIN. ) THICKNESS (t) = 11 INCHES .ii' ��`= � -- ��AI�CE��'00�8�4b9g`° I~w� � ��` `131 PG 1043 � �c`0�,� � � 13(1 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 � �a9 PG 23 ✓ i- 102 PG 31 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS � 1 LI\IVIUIV I ---.----�; I-'HKl.t�i� vu�wo� BST P� DB �210 PG 223� P�' 181 PG 97 ;r,��IENT i� � 1 �� I PROP. PF_RMANENT � � � � � - DRAINAGE EASF_MENT � � �� - - � �_ _ e�'�� � � e�� 1 ��,� � JOB N0. P — 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) � � I U W � W W _ � W W � O O O O + � � � W z � � s � � Q � CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal_ — — —373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 9EC_ ,� �, SHEET N0. I �� oF 4 '� � Q 0 � .. � �o � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l�(�I' l)ISSII���I'1'()li. l)I�II:\TSI()\�S STORMWATER OUTLET #1711 �REFER TO COG STO. �422� d50 REDUIREO = 0.3 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 9 INCHES STORMWATER OUTLET #1717 �REFER TO COG STD. #422i d50 REOuiRED = 0.3 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X 0 = 3. 75 FEET (MIN. ) THICKNESS (t) = 9 INCHES , � _--- GRUBB I�I�GGPHA�E I � -- � , ; , <�_)U1 L;=,11��_G'r�C��i�JU AV�fJI�� L�( °i ' � _����: ,����,�� �_'��'.;, U_�� '�� f3ATTLEGROU D AVENUC �F��dSBORO LL�; � � ���% i iLEGROUND AVENUE GREENSBORO LLC \ �-�ORSE �CN CREEK ROAD / BATTL GROUND ' �ND / i� � i' �GROUND AVENUE AND HORSE "'�_i i FF�_ <; i �_r ^,.I�CE� 0080386 , HO E PEN �" � � 4001 US HIGHWAY �; � � 16 _ PG 293 � ��29 ORSE PEt�� � � �i �.i � '� PARCEL# 008040:_ �- ? i, - � =,�RCEi i � _ 6933 PG � %�, ' '� _ / ; r�cR �r, ,. ,-,c / �'W X '9.25'L X 9" THK. 8'W X; 9.25�L X 9" THK. � CLASS 'B' RIP RAP REMO E EX. 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SW_ - - �" � � � � ` _ � - ' _r--�� � 89 + -LY_ i�i3-' � \�\`^ - _ �_` ` - ' _I3ETAIN_ _ � --_ � _ " cs�� ' � � _ � - ��_ -�8- SS� ���� _ _ ._ _ ��, _. _ _ _ , `� �, '�- '- . __- - "- - - - �S_�- S -' ��— �_ � '� � s'-�`�EXIST. 15 P A TI�� _ — - -,_„_..,,__ _ _ - S S � � _ -�� -_ _ `��`5--�==��� �- , � �� f � , -- � � f--RE7AI N - �� 3F.. i i �"� ;�,+� �, ---___:_ _ - �_�,,_.�� : ���H8�7__39'_.__ - ,-_- — - � � �' !�'�� C���1���A(N _ -f�C�O_�E�� -_ N D0� �-�_ - - - - - RETAIN NCDOT MH - e � ,___ REMOVE N DOT�GI , �; r � ; _ -_--- - - - - - .��,�� � -�� -iV�C�60T = � -/� _ - I� -v, - � _ _ _ - - - - �-� ; ; - - ���r� ��� ,� 183+ �- 850. , , _ -- _ _- -- � � f��E�At�T � �.- `,� REMOVE CDOT : � �E� �,_ ' � \ � �� � , ,, �' !Nv `our- $� � _, _ _ _ ��- \-�- NCDOT M � - �-r�� � _ � _ � - _ _ - 1 � 4 + 0 0 ���t- id"C�0 T -� . . _ �- _ , „ `Zo ., NT ��z �`�' R�T-�i-IwfvEBC�F3ff __1�'_R�P�- -��` - `,,� � yev >I r. , � _ � \ � - = �E�IN NCDOT � -� � 1 SBKD 1 RCP �1 �G,2>Z� RCP �. �, � __ r T j� 2 -,' � RETAIN,ht�D����=,R�Pn_, JB�uf�l4�=_.�- =,__=� MPF�E < �\ RARTME T � � nL S,_ � } , I G�N�., i ,,.r - / �— — — .— — � _ = --^ � ' S 11•,� - . _ ^ , __- R � , ;,�r� ���FK Rr-;- � , _,-, ' -, � _. , f � �/J \ ? _ . �j� `�' R OV � , v,;C_; � - �� �� ii / NCDOT 2GI����.! . ,�� RETAIN NCDOT _,v�h0'�2��E - 4� \ti � ;r,ga� 65 � �' � � �` ��� �� � � RETAIN , � ETAIN NCDOT 15" CSP �� G 2 �8 � . � . ,;�� � NCD�T 2 REra� � RETAIN NCDOT DI `� �� , ?�NPI 1L3+38. �q� -. ;_. - �04.99 � � ,� � � H '�-- \ � 1 ' RCP �. FILL 61 LF - -- _,.,,- < �.. i - ' , I�. � RCP W/ FLOWA�E1 FILL ��1'Tj i f� pT �+ 4. 9� .` _ ''-� BS3 ^ ��;, �QMM vOULTI.o�iS -,-85_35_ � BST P�e'J ��7 `_ � ;,_ , � -� ' - - MEi,. A i �� , - � - � �. ,, I -�- 1 — , MAT�fLIN CORP. `cr. ��0 -_ . < F O U� F A R A D ��a- - ' ' . , , _ �, +�y � � - , _ ; _ " � 3404 HORSE PEN CREEK ROAD - '� �iI i IFNT Uii Ii� .y �� MA• IIV UUitAIV I L�, '; � � � p �- ��� % BON i. LE1p/ (UFE -= � �,' �� � ' �� ��aaaaox O '� � � � � � �� � � � � - `' 2� PARCEL{/ 0080568 PI = ' 1`0+58 ; �� � ; steTic'TANK • j`' D'T1�� _ RETAIN NCDOT-18" RCP�,j���t'`� ; 70 G 11 �' � N�o° �- � , �, _,3 H(1lQ�ES f�N�C�� � � /i � � , „ I 1_ � '-��a - - � � � � 4.2� DB 4432 PG 79 _ o , „ ' ' 1 SB N � 7 4 8 E p �--> �.-- -�"-?'YY�� - DELTA - 1 30 23. 8y , RT ) ;�„; , PA� E�� � 0 0 8 0� � K p , I, �', N�,�,,�� � �'�, �� � 4 i' �� i- D B 4 061 P G 1 84 T� 2 8 2 � � I`� 7212 PG 21 �� � � �►1- � '� �' �' � � ���' � � DB 4682 PG 575 • ' - � 1� i� .���' � EXI'ST. S DIP > -�"-- 1 �,_�� , � , �095 PG 1 ���: �PI ZOt�-���i� I> o �� ,.{� � iJ�' I�JAL�:f �, _ � PB l5 PG ` R - 2 , 04 . 00 � , ,- � e. � �_- . � � �_�� WATERLINE •�.� FARMS D � % 5 @�57 p /n � nT ARC = 5 . 64 , u�� ;�,�,� PC � -'' - � __� _i �v L/x � � - / GR �R �> � i :���CEL�}1 408056�� Q�, \ B S�IPF 2° 48' 31 .02" i' `_-,.,,` ;, � , ._ _-- : � �B o736'R� __�� - F_,� .� -� _- -_-- � ' � � r� + � � � � , - C H = 5 3 . 6 4 ' -�-,,: r _ � _ , _. !_ _ J-- . ��- � � ; !�` os 8� - � _ - � , i 8� � > � � �DB 70 � ��V � - �, � (, � � .�,�° ��;', < i �:, � � - '�� �� 15 G 16 �� - _ . - � - - - I � ,�,��� WE�� .,- N 1 ° 07 24 E ���� � ,�; :�z_�-,-- _ - -- ^ � O _�. � < �� �, REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS–BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION 'EC 20 HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO � � � OF � � BATTLEGROUND AVENUE (US 220) � a 0 � .. � � � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� � �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � > Q Q� z� 4. � U: �"N � , �� � y: � H Q _ � p. �� ��� Y � � Ha Z.. � „ U X �-' � . ,t `p � m L�I � Q Q x � ,� J p.�w � Y � � O J w H Xm~�`' �ZO M � - Cw'J �-' ,2� l!) . 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DATE I BENCH MARKS CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� c���° Q_ �� o J � � �� � -i Q o � / ` y m Z n � y BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION �oB N0. P-04945 CITY O� GREENSBORO '�C 21 DESIGNED 12/02/13 BY HDR E N G I N E E R I N G D I VI S I O N CONST. SURVEY BY HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. CHECKED BY NEW GARDEN ROAD TO ��� OF L1�✓t r SCALE: 1"=40' (HORIZ) BATTLEGROUND AVENUE (US 220) � Q � O .. � � � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. 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License Number: F-0166 REVISIONS TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION �oB N0. P-04945 CITY O� GREENSBORO DESIGNED 12/02/13 BY HDR E N G I N E E R I N G D I VI S I O N / C C � 2 CONST. SURVEY BY HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. CHECKED BY NEW GARDEN ROAD TO %/ OF ���� SCALE: 1"=40' (HORIZ) BATTLEGROUND AVENUE (US 220) � Q � Q .. � � � N � O S � � � � I C� O C� N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #2010 �REFER TO COG STO. �422� d50 REDUIREO = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 7 INCHES STORMWATER OUTLET #2015 �REFER TO COG STD. #422� d50 RE�UIRED = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3. 75 FEET (MIN. ) THICKNESS (t) = 7 INCHES , , - �.9 � ' � ' r � � ' `� � , � �, � , � � �� � _ - �f �Q� �m � �/ � � � ' �- � 1 � �' � ��� � � , ���� .� m � v��'�� m ` 5� �� � �'� � . i / � ( � � o �oP\¢$2 � �� /� /� /� / /� i '� N- - ' ( 1' i �seo .-• - �, \ �Q ��N p� ��0 i / I / � �.1 � / I � ; � 1 1 f � `o �EN P� �',�� ,' d � � i , , i ; � I `�°�� r --� �Q PFtG ,�Ot� � ,ti°� � / ( � i I j o i �----_--. � � -- , � , � � , � a� �. ,- , , ,, , , -� , � ; �-.\ � -- �i ��� i � i� �� �' � �:, _I `. �..- � _� °� t- � i ' � ��' 1 ��o M � �, --, _� �� J�_�-_ �e�' ' � i ' i � � - � '� ` � ��--�, � i -� r i \ � '� � _ , , � / � � <v c > �\ �_ _� � NWi �' ; ! �o� I 4. � `��- � s � � h .�� ; `� ` '_` i \ �� --�� �' - �,- CR'� � COU�� U�1=�� i /� ' ' ''i ' � � � i f a _ i � 1 1 V ����� a - ' �+ � _ �� � [�z ��Q� �i �` �\ ___`\ --1�� o i i / . . — �6) ,.. — � �� �J �j _ ._ — � � :7 ���; ' � �J �ae 3 Y1Q.QII � 1 — C) � --�—� x � �� �t � r-,, ` . , � �� — --�..�- .y--- --- - - -- ��_ �, i - - --- — -- -- - - � \ —= -- - -� - �'� _- _ _ �• ' ' - - =,<<-v--v--> 1 _�. _�il._ ' � __V�_V��V V_-V-_,i .V-_ V. 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License Number: F-0166 ,'� i ' r � �� � � I / 1 � , I / / � �� � � � ,i i , '- I � �_- = � �� � _ �U��> � � ; � , i ' i� �� � � / / ���i (� < � � . , / Q� r rr�j� PJ�J�J''4 / �::: �R �� ��.- --�i � J' c —i _ � v�'�2� 27 I -_ `3�� � ^�`b�b,�`b ' � � I� � �` ' � h^� � � �� i 0� ;'" ,i �� `, ;h �� � o i i =�;� �c, i I i .�� 0 �� �� j'� ! � � � �"� J �Q",�� � �2 Qi � s� �� Q � O �/ � �� 4J �tc��t�,�^`L °� c- 4 JQ� ,� �, o��' i �; ��v> � ��� , ` � I O� � . ' �� � h^� � � �' � Y �> I cS I REVISIONS C F V O� � Q v , a�O � I� _'_-'- i� � �,� �` C, �� � � ��' �` c QIQ�"-� CONC �DR � - � p0 �,Q' � � ^� �� � .�' VP C�� ^�� <o � ---�r-- , � � v> Q �� 0 '� ,Z.� �� ^ � ^ �� � ; __ 0 v �> =' , �; .���, ^� Q O '`� Q�Q�GQ� � i �:� — — _ '�� `'S7'47"�'� -� Q��' ��� c i i ^ - � � � � � ,�� _, � , .__--- -k= -/ � �^ �c ' �� ' i � BS T �rq � i U� �''�' � �i� .--�'Y ' �- L/ ,� TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � n ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 9�r,_ j �, SHEET N0. �� � � ._� 0 F � U STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. 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DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC— 2�? SHEET N0. .'� � 0 F �1- � STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. 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DATE I BENCH MARKS N. � �RIn _ ��� �� JOB N0. P — 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) S �. f�.4UL � LAN� _ �� i! �1Ui� L� �`i '.ARCEL# 0� ` DB 4957 � �R 5nn(i I- ��� � �,,�on _ � ���, i �T. 16" D1Pi _RLINE � ��; CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �I_ �'; o J � 1� � � ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Perm�t Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 9 � C— 2'.;� SHEET N0. /J oF �-�� � a c � � o � � _ r-� cn � o i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� W N -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. I:\�l?li�il' l)ISSII���'1'()l� l)I�'I1�\TSI()\TS STORMWATER OUTLET #316 �REFER TO COG STD. �'422� d50 RE�UIRED = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 7 INCHES ZACHARY S. BECKNER ond wife, KRISTIE L. BECKNER JIMMY WILLARD WILSON and wife, ALICE FLYNN WILSON 2753 HORSErPEN^CI�EEV ��=;'-:; � ALLENE W. HUNTER 2755 HORSE PEN CREEK ROAD \ PARCEL{{ 0076328 DB 3496 PG 1216 �r� �� �r; F,� L C. ' MIDCAROLINA BANK 2757 HORSE PEN CREEK ROAG PARCEL# 0076312 ,=�80 PG 2405 CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �I_ `'; o J � 1� � � ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 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 SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_— — — — —373-5855 Tanks/Treatment Plants GDOT Storm Water__ _ _ _ _373-2569 NPDES General Permit Appl ies ISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC-27 SHEET N0. �, � ' 0 F �� � � a c � � N � I` S lS� (n � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l:\TI�I�(�l' l)ISSII'1�'1'()li� 1)Il�il:\TSI()\TS l:\Tl:li,(�I' 1)ISSII'1�'1'()1� llI�il:\TSI()\TS STORMWATER OUTLET #418 STORMWATER OUTLET #440 �REFER TO COG STD. #422� �REFER TO COG STD, �422� d50 RE�UIRED = 0.35 FEET d50 REOUIRED = 0.5 FEET STONE SIZE = CLASS 'B' RIP RAP STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON LENGTH = 16 FEET APRON WIDTH = 11.5 FEET APRON WIDTH = 18.5 FEET 3 X D = 4.5 FEET (MIN. ) 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 10 INCHES THICKNESS (t) = 14 INCHES STORMWATER OUTLET #423 �REFER TO COG STD. �422� d50 REOUIRED = 0.50 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 16.00 FEET APRON WIDTH = 16.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 14 INCHES � � ` r = = = > .. . ., _ Y _ �, , � : , .. ,. .. ,. � � ELOCATION OF STREAM .- . - .. � = - _ _ � i nsta I I Eros � on Control . � � ����� � � � � � ���EAI� ��E�'I�E�M�.F�A�. � � � � � ��`' � � '��� � � �� S�E �E�AI� �` � � � � � � � � * * * �, . _ � c���E��: �oao /�, �� o�� I nsto I I Eros � on ontro I � Matt i ng on F i I I S I ope ,.� � � � � � � �'� � � � �p� g�F��R� � � � � � � �� � � � "� � �, °' �s`�R�a�n �4 �E�'H�M'ER�AL i�N�l �BIiF�E s � � Matt i ng on F i I I�S I ope �E �EN cREEh iseKo From Sta 45+00 -L- LT �'�R�*Ei� �o-� � � � � � �' . 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C�_ . i � ______ DETAIL A��*��� ��� A�c�=���� with0.5 Inch �� � � !� 1 :' ,,'� ' !� o , � � ��-�ORSE PEN CREEK F���a�� STREAM RELOCATI�Of� Or i f i C@ D i af�t@r ,�� � ��, ��� �� � � ����`, � ���� � ��� � I� �' l�'� o j° �''� �� 4�C� � 1+i_ -� ( Not to Sco l e ) � � � � � � � � � � � � � � , o / � � � � X � % �r � �ni � � � �aRCE�# oo�E���; 4 f t We i r �. � �� � � � �' �� n� � ���ti '��` % =�`� I nsta I I Eros i on Contro I iB 4266 PG 4 7 b � � � � � � � � C� � � � � � ' � � I I � ; P-j-.�;,•'�1`-r3 „��0; '/� ' �, / C'pFj i - `��`` l�\ . 3 4674 PG «�i i Natura I � � ��� � � t � � � � � � � � � � � �_ _ - �'.� �i i I J I i � I � � l ; � � �i � � ,' � i / ' % ��U1 'U � _'-� i � ' \ Ma t t i ng 0�1 F I � � S I ope � - � �� c � � From Sta 49+00 -L- RT ��P 57 PG 5�� GrOUnd 2• �� 1 /Ft. � � �i � � � � � � i '` j i i � / �, i • �, .., , � , , / , L 0 I i • 1 D � � � � � � � � � � � t � � � � � � ,.I J rJ` rn �' � I r i � �.y �a� � , , t i �I pB 3 y1 O •� _ -'c.!.!NA GEPRRTMEIVT OF TRANSPORTATION � � � � b ��� � l _- � o „ i � � C,�I � '�� �c TO StQ. 49+50 -L- RT I ❑ I . � B- 2 Ft. � `, I-IORSE PEN CREEK ROAD ' �� =_ � A � � �'I�� i �I QUi �� f�l 3H-3�-- 43 E r� (�;i�� o �/�'' � �� �� AppiOX. 8O SY PARCEL 0076331 � � C� � �� �� � ' � � %� � �a/ % �; / �� ��, � � e= s F-r. # �, ,� � � � ��� � ,� � aRa� � , . _ , �� � , �a� QUAKER �IN DR� , `�, of E xce I s � or Mot t � ng 1 ,�r �� a PG 100 ' 'i l f. � ig 3�F i I� I �� . .�i � c� `i I � / � ep FROM STA. 49+00 TO STA. 49+50 PG 54 :� / � ,!i�l � � �� y ' �' � � ' �1l � h � `� o� ` t� � �i I � EDICA � - , I / /� v � : 2 ' i �i G � b _ J � ' �L; / �i ���, , •� j 1 � �'r � I �,�',� , , PB �� � , I � , ,�,� ,, , `,, , 1 � ��� � • ^ �`� , ���� � � � � ��� � ; ��'i,, ; �'Y� , � �' ; , _ . �i � � �� � r � A A / � I � � � `'/ l._.� � � �� i � i � � V��/ i � � � � � � ' � ; i ,1% �Otic��PC 12+65.�6`�� , , � t� � i �, �n �� �_ � -7- ; REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO °��_2� ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO ��j OF �� � BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. 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A ^ r � � ,-0 / � � ii �, �; ; � ��� � � A�c�=� � � � wi th 0 5 Inch , ;, , � . . . �� � � � �� � a��� � r i � �� , , o o � �>> �� �� ������ Or�f�ce D�ameter,� ,, ���, � � ,� , ��o;}; -�� x ; ' r�� • �, � ��� i ' �� , � � ; ' % � ' / , �o, ' % � +� _ , �q � � � � � � � 4 f t We � r � ,� � � „� , n� , ti�; , , � � � -; � '�. � � � � A ; P T > ' 1 ���+ 3- . 7 �' ''.� i �/ `�, / � p� � �� ��� ��� REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS l:\�l:l�(�I' l)ISSII'1�l'1'()l�. l)I�I1:\TSI()\TS STORMWATER OUTLET #418 �REFER TO COG STD. �422� d50 RE�UIRED = 0.35 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 4. 5 FEET (MIN. ) THICKNESS (t) = 10 INCHES STORMWATER OUTLET #423 �FlEFER TO COG STD. #422� d50 REOUIRED = 0.50 FEET STONE SIZE = CLASS '8' RIP RAP APRON LENGTH = 16.00 FEET APRON WIDTH = 18.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 14 INCHES PORTION OF CULVERT TO BE REMOVED JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� � �; o �� �� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal_ - - -373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CI TY O� GREEN SBORO 'EC - 29 ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO �� OF ��� BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. DEWATERI NG STATI O N PORTION OF CU LVERT TO BE REMOVED � Q � N � � � .. _ Q � � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • � -�-��it�/ --N-s�-�,--} / / /£�15" RC�Y 1. DIVERT EXISTI NG STREAM I NTO CU LVERTS 3 AN D 4 USI NG TEM PORARY IMPERVIOUS DIKES. 2. PROVIDE PUMP AND SPECIAL STILLING BASIN FOR DEWATERING OF THE WORK ZONE. 3. REMOVE U PSTREAM CU LVERT WI NGWALL AN D PORTIONS OF CULVERTS 1 AND 2 TO CONSTRUCT BRIDGE IN NEW LOCATION. 4. BUILD BRIDGE OVER NEW ALIGNMENT AND DIVERT TRAFFIC OVER ON NEW ALIGNMENT. _ = y �= � � - — _�_-� �_ = _ _ _.-�� - =�--==;,i=i;r-�`-, _,-` = .^,,,ry .T,^y �„,-, ;�_ ����.�-! 09-f —Q9-1 —09 � � �. t3tG � ' � � �. � � t � �.. # � � � �J A�T . � � t � � � � # �� �� t>� � � t � �3�T � t t � � ��'- � �r� � �- � � � � t �: �� � :� � � � � � � �i � � � EXIST. 18' �A�IIT�AI�Y �E�If TNSI � 54 � � � � � , �f��i�E� �I �.��Tf I�� i���� � � � P = '='=�-�- �- -- � _ - �� DE�L �A� � 2�0� Sk i rrmer �( �� -r*=����* 40 x 12 �� R�-����� 1.5 Inch� �� A�c�=� ��� wi th 0. 5 � � � � � � � � Orif ice D' ��r�t���� 4ftW 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 SEWER WATER SIDEWALK TEM PORARY IMPERVIOUS DIKES CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS - 4' VIN REMOVE EX. 24" RCP EX T. 8" DI � f�— l:\�l:l�(�I' l)ISSII'1�l'1'()l�. l)I�I1:\TSI()\TS STORMWATER OUTLET #418 �REFER TO COG STD. �422� d50 RE�UIRED = 0.35 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 4. 5 FEET (MIN. ) THICKNESS (t) = 10 INCHES STORMWATER OUTLET #423 �FlEFER TO COG STD. #422� d50 REOUIRED = 0.50 FEET STONE SIZE = CLASS '8' RIP RAP APRON LENGTH = 16.00 FEET APRON WIDTH = 18.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 14 INCHES Z .� JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� � �; o �� �� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal_ - - -373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_- - - - -373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. � O 0 F �I- � STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. PORTION OF CU LVERT TO BE REMOVED DEWATERI NG STATI O N � Q � M � Q � .. _ Q � � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • 1. DIVERT EXISTI NG STREAM I IVTO CU LVERTS 3 AN D 4 USI NG TEM PORARY IMPERVIOUS DIKES. 2. PROVIDE PUMP AND SPECIAL STILLING BASIN FOR DEWATERING OF TH E WORK ZON E. 3. REMOVE DOWNSTREAM CU LVERT WI NGWALL AN D PORTIONS OF C U LV E RTS 1 A N D 2. .'4 y. Ji � .'v. � y :� :� J. �: :1: � � � � 'x � � � � � � � � � .-C . .. ,. ... � �_',_� '�—_. � .e 'x $� ic � � � t i i t t i t �- �N-`�-�-,__p / /£�15" RC�Y _ = y �= � � — — _�_-- �_ = _ - _ _.-�� — � � _ --- -- =�.r � - -�. ,�.�`,'1'�' �� v'�° �= ;,�— �6� � —09—f —Q9-1 � � �. t3tG � ' � � �. � � t � �.. # � � � �J A�T . � � t � � � � # �� �� t>� � � t � �3�T � t t � � ��'- � �r� � �- � � � � t �: �� � :� � � � � � � �i � � � EXIST. 18' �A�IIT�AI�Y �E�If TNSI � 54 � � � � � , �f��i�E� �I �.��Tf I�� i���� � � � P = '='=�-�- �- -- � _ - �� DE�L �A� � 2�0� Sk i rrmer �( �� -r*=����* 40 x 12 �� R�-����� 1.5 Inch� �� A�c�=� ��� wi th 0. 5 � � � � � � � � Orif ice D' ��r�t���� 4ftW 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 SEWER WATER SIDEWALK TEM PORARY IMPERVIOUS DIKES CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS - 4' VIN REMOVE EX. 24" RCP EX T. 8" DI � f�— l:\�l:l�(�I' l)ISSII'1�l'1'()l�. l)I�I1:\TSI()\TS STORMWATER OUTLET #418 �REFER TO COG STD. �422� d50 RE�UIRED = 0.35 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 4. 5 FEET (MIN. ) THICKNESS (t) = 10 INCHES STORMWATER OUTLET #423 �FlEFER TO COG STD. #422� d50 REOUIRED = 0.50 FEET STONE SIZE = CLASS '8' RIP RAP APRON LENGTH = 16.00 FEET APRON WIDTH = 18.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 14 INCHES Z .� JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� � �; o �� �� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal_ — — —373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. 7 � � 0 F �I- �'1 STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � Q C M � � � N S Q � � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • TE M PO RARY IMPERVIOUS DIKES 1. DIVERT EXISTI NG STREAM I NTO CU LVERTS 1 AN D 2 USI NG TEM PORARY IMPERVIOUS DIKES. 2. PROVIDE PUMP AND SPECIAL STILLING BASIN FOR DEWATERING OF THE WORK ZONE. 3. REMOVE DOWNSTREAM CULVERT WINGWALL AND PORTIONS OF C U LV E RTS 3 A N D 4. 4. CONSTRUCT REMAI N I NG BRI DG E AN D ROADWAY. 5. 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License Number: F-0166 TYPE ROADWAY SEWER WATER SIDEWALK e V IN=767.31' V � H T 7� ; ��C��;•=,�� � I : ' ,e �I' �1x� r nl�i , a . \�!�q � � ;�_ E:� "�'I - � ' � } N i�. i , °' -- + PF'i0F' . I� � � � l:\�l:l�(�I' l)ISSII'1�l'1'()l�. l)I�I1:\TSI()\TS STORMWATER OUTLET #418 �REFER TO COG STD. �422� d50 RE�UIRED = 0.35 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 10 FEET APRON WIDTH = 11.5 FEET 3 X D = 4. 5 FEET (MIN. ) THICKNESS (t) = 10 INCHES STORMWATER OUTLET #423 �FlEFER TO COG STD. #422� d50 REOUIRED = 0.50 FEET STONE SIZE = CLASS '8' RIP RAP APRON LENGTH = 16.00 FEET APRON WIDTH = 18.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 14 INCHES ;� �� PORTION OF CULVERT `' TO BE REMOVED � —'— �" '-v � -v DEWATERI NG . . �' STAT I O N �_-��___-- - ' � — •RF�MOVE �? EX. CB4 • X vIrv REMOVE EX. 24" RCP EX�T. 8" DI CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� � �; o �� �� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal_ - - -373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_- - - - -373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO °��_ J� ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO � J OF �I- � BATTLEGROUND AVENUE (US 220) � Q C rn � � � N S Q � � o i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� � �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. 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CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION �oB N0. P-04945 CITY O� GREENSBORO 9�C � DESIGNED 12/02/13 BY HDR E N G I N E E R I N G D I VI S I O N �J `� CONST. SURVEY BY HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. CHECKED BY NEW GARDEN ROAD TO J� OF 4� SCALE: 1"=40' (HORIZ) BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION � � Q C O � Q � � z Q � o � a �n z o � N I � - w I N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ -oe� -�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � N.C. GRID - NAD 8� � /' `, `' � � v �. 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License Number: F-0166 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION rEC 3�1- HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO ,�� OF �� � BATTLEGROUND AVENUE (US 220) � Q � � � o � �n = Q � o� i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #710 �REFER TO COG STO. �422� d50 REDUIREO = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 7 INCHES � �� Install Erosion Control � � Motting on Fill Slope ,� � � From Sta. 75+00 -L - L T � � To Sta. 76+00 -L - L T ,,_ _� __ _ � HOR E PEc - - � N. C. GRID - NAD 8_� Approx. 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I a r� , ' � I � -� I I U! �� �. � � �.. \ Sg ` _l ` � �, `+./ � � un6EJCHANNEL�`W/ -'-` °i ` `� � l � `" CLASS 'B' RIP RAP - _ _ . - , m � ��;'� / � � � � --ri I ` � G28�5�g�����AI �� � i- � 4'W X 8" THK. ,��:_.-'� � ����,,,�C�WNERS /' � � m� rn r� � PARC�#-Ei(?`� �\ -,;U�IATIOIV, INC. 1 DB 3670 ` � EST, 11 TONS �- ` I� HORSE PEN CREEK ROAD � I � I o ,D I ',/ �- 36 SY FILTER FABRIC --:KCEL # 0216793 � � \ � � - rTi _ 71 � 3 FC, RL.q. � / � I � I► � � � � � I / \ � z � � I I - I I ._-- — � I I _ - - � � REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS Install Erosion Control Matting on Fill Slope From Sta. 82+50 -L- RT To Sta. 84+50 -L- RT Approx. 160 SY of Excelsior Mattinq JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ���-_�5 ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO <� / J � OF �r� BATTLEGROUND AVENUE (US 220) � Q � �� N � t9 S Q � � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � ; !' % /" � � ;, � _ ` 6 � `\ �\ � - �%��Q� �. � I �', � / \ \\�\ . ! �� �� ;; --\�� i � ''�\ `��i � � � ' � � " _ � � � . � i ��/ .� - - _ I�I i i , � / \� � . 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SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � y BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO >�C �7 ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO �1 ! OF �`:� BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. N I� I U W � W W _ � W W � O O O O + �O O � � a c o � � � � _ Q � o� i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a^l� i W�� ��� W N -�a- �� o�� ��� o� : �� • _DWE�,_`� :=..:.4u�,:' ,RCEL# 096U``_' ; RSE PE� CREE � ': � a�aR r � ,, l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #1022 �REFER TO COG STO. �422� d50 REDUIREO = 0.7 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 22 FEET APRON WIDTH = 24.5 FEET 3 X D = 7.5 FEET (MIN. ) THICKNESS (t) = 19 INCHES 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 SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) i�l . C. GRTD - NAD 83 � W W I � W � � O O O O + � � � W Z � � _ U � Q � CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. � � � �� �J U 0 F � �,� � Q C M � O � 6� _ Q � � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. 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EXT. - � - - - - - - — � . m � � Iy i ' I ��' 1 \ - - - - _ �'';i� m ����: � � \ � NAYLEIGH VILLAGE APARTMENTS LLC � �� � \ ` � � �I `-' o <� II c'RI I � _ _ 1 I �� i � �\� ------ _ �.; - ( _006 ROA� R � � I � r\\ � � . _ ,.------- ------ --,---------- - T :'� � �=-- � �, I � { ARCEL# 0096064K I � \`1 �--� � ��� `� 0 _ _ � � � I r �I - �� � ..,.,- ��__ ---_�__ -----------------883--__ y."_,; �� � � ' �� �. i 1 � � i � 4 v. ,; sea- ___ SSMH � � � o I / � / I' ' � � : cP;� i' I' iz e ^ i I �' �r'1 _. s_i �m) � , , � j . I i �� `. �� -� �eAR - . - � - - - - - - - � � I �i.1�� � z-+ ' f , I I � i �( �B 7231 PG 9 3 � �s, � ( � �m -�-��;�, � � � v� � ,. _ � , � ' �i ��, r � � --�� � -- (�� �� J'�,��`],i �`�'� _ , r -- �- �'���� � � ��� � �II � i: i i �iC� i � :�� .� �� I � rd � � r � REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION �C— �� HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO ��� OF �rt C BATTLEGROUND AVENUE (US 220) � a c � � � � m = Q � � o i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. 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JE�..�'. � � � � LATER 1, 'V' DITCH SEE DETAIL A , �;� . c� _ � � \ D E T A I L C Z N P I 1 3 4+a 0. 1 8 � � RSE PEN CREEK � � � � SE E D E 1�1 � B � �Se�p � , \ � � �� ��L P�N C,I�; �":G��,D - - ��� � ,�RCEL#j 00960 �t_I;il i ��r�� i� - �� 139 PG 301; 3102 h1bR� PEN C�EEK , :; 4� `�y� ? �_ _; `� PA CEL# 009605%: - T�x :_ _ _ - `� Dl3 6351 PC r, ; ; - f PB 43 P�. _;r; �� � - � LQT 3 O ww BERM D I TCH �� DEL TA = 61 ° 39 � 03 . U7 �� ( R'T i a.RCE�# 0078232 oQ c Not to Sca�e� LL,� T= 417.70� L� ?�33���526 �� v, v, � � R_ �� 19 P G 1.3�8a_ _ 700. 00' �� 5.0' vaR. ARC = 753. 21 ' i ��-,�.�, �� vAR. 8° 1 1' 06 . 4 0�� P �o.o' �� � p 2�'1 CH = 71 7. 39' � v.c. SE = 4.0% Min. D=1 Ft. � 1SgK /� FROM S I A. 1 27-�-49 I 0 S I A. 1 29+50 FROM STA. 129+65 TO S I A. 1 31 +1 0 REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl �es DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO 9�� ��_� ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO ��) OF 4� BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. 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Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown �� %� with a dotted linestyle were i� �% not surveyed, they were � ;� - ,�" compiled by photogrammetric 1� D I N G G U I v ��, i�,��� � methods, available on the � SE PEN CREEK �i,._: : Geographic Information 1�ARCCL# 007822�\ System (GIS) software used ^ 6363 PG 224-5`�•�_ by the City of Greensboro. JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) 4005 TUSCANY LAc PARCEL# 007r' �� ; , �, �� � � � I U W � W W _ � W W � O O O O � � � � W � � z � � Q � PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'EC-41 SHEET N0. �� I 0 F �- � STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. � Q C rn � � � o = �s-� cn � o i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • .� i. L I ���i � J :.. � iJ i-. � I i: . iRSE PEN CREEK E.: ',L. ,aRCEL# 0078224 �B 6363 PG 2245 B 160 PG 104 -.�_ : �:�°;ri ; ,u����-,. ASSOCIATIO� '�� SIENA TERR!` _ :!?CEL# 00784�': _ �;51 PG 22,=. 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KEY � �`,6'�"��. �� 6, � 4003 ��sDNE BLUFF COURT `��\ri. �,1Q � �� PARCEL# 0078396 � � �0- �- �-- ' D�' �237 PG 215 � - i ! ;7 PG 56 � � �i - �7 ` c� CONTRACT ICONTRACTORI AS-BUILT I AUTH. DATE I BENCH MARKS \ � ��TONY �vbIRINGU .4nd wife, RU1�H MIRING,II � ,,�-A�q05 ST �lE BLUFF� � ,���;; ,_ 1 � � PAR�EL# 007� ` `� �' DB 5231 PG '�8�; � � PR 1.'S7 Pr �ifi,. � ' -- _ , ,' ;����(;IATiviV UF GREENSL�URu, IiVCU�P(�RATEU __ -'>>RSE PEN CREEK RO.AD ' aRCEL/{ 00803' JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) ; , ��,�E Pq R � �B F E�# 0�>� � -��9° 09 CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) 'E ' C—�2 SHEET N0. � � OF 'i �� � Q C � � N � .. _ lS� (n � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD-TSD-TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #1515 �REFER TO COG STO. �422� d50 REDUIREO = 0.4 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 13 FEET APRON WIDTH = 15 FEET 3 X D = 6 FEET (MIN. ) THICKNESS (t) = 11 INCHES - �-- , � < �� �U �:` v� �" '' I s i on Contro l � 1 nstall Ero , � ��� ���ME�� ��, � ��: � -' � � Matt i ng on Cut S I ope � I � PAR EL� 007821 �=I� ; I-I ��� �I � � _' 10�,1Ey�'i d�R'S 4�j0'C�ATION STA. 158+02.82 (Bi-� 'i � ��',' ��EA �,AN �RRY �R��'B From Sta 164+50 -L- LT , D[3 6831 P-G �} � , , , ' ( �3 � i / . . -�i� � i i ,� i �` I m �RCEL#/ 0 u1 16� �/ STA . 158+00 . 00 (�, :) '���� 3 H�� PEN CRE K ���-�.u3 , ,r , I,. � �, �l /� TO $ta. 1 ii7+50 -L - L T � �'� ,; � � a473 P -8�4 � ,. ' � , �� ' _� � � � APProx. 70 SY � � � � 1� ' � � � �;�` '; ,� �( '��, ,5� �r, ?� ��� ��� E.K. 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SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER O bjec ts on t his map s hown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION 9EC-43 HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO !�- ,J OF � r� BATTLEGROUND AVENUE (US 220) � Q C � Q � N S lS� (n � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ -TD� -TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l�\�l�l�(ii' l)ISSII�L�I'1'()li. l)I�'Il:\TSI()\rS STORMWATER OUTLET #1711 �REFER TO COG STO. �422� d50 REDUIREO = 0.5 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 11 FEET APRON WIDTH = 12.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 14 INCHES �� � ` � ., � _ ' ` \ ., _ , �:- ,, �, ` � � � � � b�� I I Lt��RUU�`JL� �Vu��d �, � ��u0h;0 �L� � ������, i I �� _�r:vl.ii�U .�� v��IdUE ��i ��ih`:" i� � � ��IV N�I '(IC)RSE PtN, LL� � � ! _.� GROJND AVENUE AND HORSE °i ! ' � - ?RSE �EN CREEK ROAD I BATTL�GROUND : . I AND � " - � �_; � r - '�'L'EL�� 0080386 HOF�E PEN , i�_ c� � 4001 US HIGHWAY '' - � �h!' �'' c�� � 3329��IORSE Pr�� ] � i;ra,n �� PARCEL# 0080�C.� � � PARCC /'- � 6933 PG 17� I: j� I:�B 6�+ � j$'W X 9.25'L X 9" THK. ,�. "- 8'W X: 9.25'L X 9" THK. �% r;r� ti,= � CLASS 'B' RIP RAP REMO E EX. 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' " 1;_�.--�� � i� ��� -�` ps ,�78 7o8��j-1` �,�;..,-- i fl� -� ,;: , A ,� �i 1 ° 07 ,-24��, E L� ��,;. ��__ < "woo `p� � � � - , � i �N�-' WELI -- .' � . , � � � � ' re`� � 1 REVISIONS 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 TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION O�J �� HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO � 4� oF 4 � BATTLEGROUND AVENUE (US 220) � Q C � � O � � _ lS� (n � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� � �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. , . � \ \ \ ^� _. _ \ a J ' ` \\ ` , s � �' O \ Y i�rv J �`��'�'; "' , � � � � � a'. \ �X \ /. a \ � � � i o � N � � � , �_, � ` � ` �1 -� ��� J 9 � " � � > a Q � \�\ � � A � r U 1 a , �,� a\�� , � - py� r S� � �,�.. io r � i l> Y �~17 p � \ \\ \ U � � r, F- � . � �_ � . 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License Number: F-0166 REVISIONS TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS �✓ CONTRACT SHEET � �F � SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION �oB N0. P-04945 CITY O� GREENSBORO DESIGNED 12/02/13 BY HDR E N G I N E E R I N G D I V I S I O N 9� C 4 6 CONST. SURVEY BY HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. CHECKED BY NEW GARDEN ROAD TO d� OF d�� SCALE: 1"=40' (HORIZ) BATTLEGROUND AVENUE (US 220) � a c o � Q � r� _ � � � o i � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. 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CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO 9�C �7 ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO �� OF ��'J� BATTLEGROUND AVENUE (US 220) � Q C � � � � Q = � � � O I � J a �n z o � N I � _ w � N Z w � � a� w � � � � a� o ��_ a� i ��� ��� WN -�a- �� o�� ��� o� : �� • STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. No. 1 634 . 01 )._.._..._. l:`Tl:li(il' l)ISSII���'1'()l� 1)I�'Il�\TSI()\�S STORMWATER OUTLET #2010 �REFER TO COG STD. #422� d50 REOUIRED = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) THICKNESS (t) = 7 INCHES STORMWATER OUTLET #2015 �REFER TO COG STO. �422� d50 REOUIRED = 0.25 FEET STONE SIZE = CLASS 'B' RIP RAP APRON LENGTH = 8 FEET APRON WIDTH = 9.25 FEET 3 X D = 3.75 FEET (MIN.) 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CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ,� �_�� ENGINEERING DIVISION HORSE PEN CREEK RD. IMPROUEMENTS SHEET No. NEW GARDEN ROAD TO �� � OF �� �'� BATTLEGROUND AVENUE (US 220) STANDARD EROSION CONTRO� SYMBO�S CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Temporary Stone D i tch Check ( COG Std. No. 432 )_____________________________. � Temporary S i I t Fence ( COG Std. No. 430 l__________________________________________ J�/�/\/V` Stormwater I n I et Protect i on for D I/Y I( COG Std. No. 431 )_____________ ❑ I n I et Protect i on for F. E. S. ( COG Std. No. 443-A )________________________ �� Sed i ment Log for C I Ad j acent to Traf-F i c ( COG Std. No. 450 )..... � Temporary Earth D i vers i on Berm ( COG Std. No. 440 )________________ —oe� —�s� Temporary S I ope Dra i n ( NCDOT Std. No. 1 622. O� )_______________________ -TSD—TSD—TSD- Stormwater I n I et Protect i on for C I ( COG Std. No. 431 )______________ Q Rock P i pe In I et Protect i on ( COG Std. No. 453 )___________________________________� Watt I e w/ Po I yacry I ami de ( PAM ) ( COG Std. No. 457 ) ....................... /� Temporary Sed i ment TraP --------------------------------------------------------------------------- � Ski mmer Bas i n----------------------------------------------------------------------------------------------- � CI ean Water D i vers i on --------------------------------------------------------------------------.�w� �wo� Temporary S i I t D i tch ( NCDOT Std. No. 1 630. O3 )------------------------ —TD� —TD� Spec i a l Sed i ment Contro I Fence ( NCDOT Std. No. 1 606. 01 ) ............... � Temp. Rock Sed i ment Dam Type ' A' ( NCDOT Std. 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DATE I BENCH MARKS JOB N0. P - 04945 DESIGNED 12/02/13 BY HDR CONST. SURVEY BY CHECKED BY SCALE: 1 "=40' (HORIZ) CONTRACT SHEET # °F # SENSITIUE IN�ORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. ��JG���� LMTyrp ��L.� �� J�0 R�TF�� ���� �_ `'; o J � �/` � -� ¢ o m z � D � � ti BEFORE YOU DIG! CONTAGT ONE-CALL CENTER 1-800-632-4449 City of Greensboro Underground Locates Information/Requests COG Woter Resources Dept. _373-2033 GDOT Traffic Signal 373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants GDOT Storm Water__ 373-2569 NPDES General Permit Appl ies DISTURBED AREA = 38 Acres GIS DISC�AIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRE�IMINARY DESIGN DO NOT USE FOR CONSTRUCTION CITY O� GREENSBORO ENGINEERING DIVISION PEN CREEK RD. IMPROUEMENTS NEW GARDEN ROAD TO BATTLEGROUND AVENUE (US 220) SHEET N0. 4 �� oF 4 �