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Home My WebLink AboutSW7091208_APPROVED PLANS_20091223STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO, SW �( DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE�� YYYYMMDD Re corded Bmk SO PaSe 44 SIC- (0 1 VICINITY MAP NTS NOW OR FORMERLY EAST CAROLINA FARM CREDIT DB 795. PG 547 2 N, Z • � VACp�O �! , `o o. LINE 10 8EW 13175 t�. N, 577• 19' �,�� 4 $, 4 SITE DATA: 1. OWNER: TANDEM, INC. k MCDONALDS CORP 32-40 PO BOX 709 ELIZABETH CITY, NC 27907 2. SITE ADDRESS: 1312-1316 EHRINGHAUS ST \ ELIZABETH CITY, NC 27909 \ 3. ZONING; GB 4. DEED REFERENCES: DB 1036. PG 203; DB 371. PG 445; DB 341,PG 123; DB 535, PG 507 \ 5. THIS PROPERTY IS LOCATED IN FLOOD ZONE X ACCORDING TO FEMA MAP PANEL 3720891300 J, DATED S �, OCTOBER 05. 2004. , �J i6. ALL AREAS HAVE BEEN DETERMINED BY COORDINATE G METHOD. A .33 CERTIFICATE OF EXCEPTION N� I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON WHICH WAS CONVEYED TO ME BY DEED RECORDED IN BOOK 1036, PAGE 202 AND BOOK 371, PAGE 445 AND THAT SAID PROPERTY QUALIFIES AS AN EXCEPTION \ TO THE PROVISIONS OF THE ELIZABETH CITY UNIFIED DEVELOPMENT lORDINANCE / - - --- - ---- OAA �� 1 T M, INC/ BILL TA OR, PRESIDENT/CEO iw�ze- MCOONALOS C01� g_�fZ� YL BILL TAOR, OWNER/OPERATOR DA D ---------- S 5= ----- _ _______________ G OIRECPATE ' TOR \ 1 1. EDWARD T. HYMAN, R. PLS-2690, CERTIFY, \ D. THAT THIS PLAT IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATXN OF EXISTING PARCELS, A COURT ORDERED SURVEY OR OTHER EXEMPTION TO THE DEFINITION OF SUBDIVISION. \ 1, EDWARD T. HYMAN. JR. CERTIFY THAT THIS PLAT WAS DRAWN FROM AN ACTUAL FIELD LAND SURVEY MADE UNDER MY SUPERVISION: THAT THE DEED DESCRIPTION FOR SAID PROPERTY IS RECORDED IN DB 1036. PG 202 3 DB 371. PG 445: THAT THE ERROR OF CLOSURE IS 1: 10.000+ ; THAT ALL AREA CALCULATIONS ARE BY D.M.D; \ THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH GS 47-30. WITNESS MT ORIGINAL \ SIGNATURE. REG. NUMBER, AND SEAL THIS 27TH DAY OF APRIL. 2009. �.•`� A CAROB''•.,, ?�20� V-ss/per. 4,, , SEAL L-2690 11 p1EO ut- 10 VAC gT.0 '77• 36 59i NOW OR FORMERLY TANDEM, INC. DB 1036, PG 202 MAP,# 71A-B-6 TOTAL AREA BEFORE RECOMBINATION 14,552 SF ? 0.33 ACRES NOW OR FORMERLY MCDONALDS CORP. MAP/ 71A-8-1 !\ TOTAL AREA BEFORE `4 RECOMBINATION Z, 33.883 SF N N 0.78 ACRES 'r TOTAL AREA AFTER RECOMBINATION 0 37,830 SF t f� 0.87 ACRES EXISTING MCDONALDS BUILDING aNOT SHOWN FOR CLARITY PURPOSES !J 134.63 Q, 0 S71. l NORTH CAROLINA, PASOUOTANK COUNTY 1 � REVIEW OFFICER OF PASOUOTANK COUNTY CERTIFY THAT THE MAP OR PLAT TO 04" THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REOUIREMENTS FOR RECORDING. EDWARD T. HYMAN, JR. REVIEW OFFICER P.L.S. L-2690 EXPRESS DEC 16 2009 PVC DENR `i os0� � 2 \ a \ NOW OR FORMERLY \ \ TANDEM, INC. DB 371, PG 445 \ MAP/ 71A-8-2A y NOW OR FORMERLY \ TOTAL AREA BEFORE SUN KAU WONG RECOMBINATION h KAM FUNG WONG \ 31,580 SF 08 535, PG 807 0.73 ACRES \ TOTAL AREA AFTER RFCOMBINAPON 42.186 SF 0.97 ACRES \ 4+. THIS PARCEL IS CURRENTLY VACANT \ Z d r r m 0 4 � N V � 0 30 577' ENRIN�NAVS SjREE� CENTERLINE --" (TIE LINE) N79. 5 t00.15 CONTROL TO PIPE CORNER LEGEND CALCULATED POINT 0 SET IRON REBAR 0 EXISTING IRON PIN BOUNDARY UK RIGHT OF WAY LINE —PROPERTY EXTENSION ■--EXISTING FENCE GRAPHIC SCALE 30 60 ( IN FEET ) I inch = 30 ft. HY'MAN � ROBEY 150 US Hwy 158 E. PO Box 339 Camden, NC 27921 (252)338-2913 (252) 338,5552 fax www.hymanrobey.com RECOMBINATION SURVEY • N TANDEM, INC. ELIZABETH CITY TOWNSHIP PASQUOTANK COUNTY NORTH CAROLINA KEY PLAN: Project #: 090120 Drawing#: 090120recom Drawn: RWB Checked: ETH Approved: ETH Date: 04/2 /2009 Sheet M 01/01 Scale: 1'=30' REVISIONS: NUM. DATE SHEET TITLE: recom SHEET NUMBER: 1 VICINITY MAP NTS SITE NOTES: 1. OWNER/DEVELOPER: TANDEM, INC. 202 WEST MAIN STREET ELIZABETH CITY, NC 27909-4327 252-338-1793 2. SITE LOCATION: 1314 EHRINGHAUS STREET 3, PIN: 89130637 1575 TAX MAP # 71-A-B-6 DB 341 PG 121. DB 1036 PG 202 4. SITE AREA: 0.97 ACRES (42.186 SF) ZONED: GS 6. EXISTING COVERAGE: ONSITE: EXISTING BUILDING = 1,431 SF 3.39% EXISTING GRAVEL 7.763 SF 18.40% EXISTING OPEN SPACE = 32,992 SF 7821% TOTAL COVERAGE = 42,186 SF 100.00% OFFSITE IMPERVIOUS = 815 SF TOTAL IMPERVIOUS: 10,009 SF 7. THE PROPERTY IS LOCATED IN FLOOD ZONE "X" ACCORDING TO FEMA MAP PANEL 3720891300 J, DATED OCTOBER 5, 2004. 8. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS TAKEN FROM A RECOMBINATION SURVEY TITLED "RECOMBINATION SURVEY FOR TANDEM, INC- AS PREPARED BY HYMAN&ROBEY. 9. THERE ARE NO WETLANDS ON THIS SITE. 10. ELEVATIONS ARE BASED ON NAVD 88 STATION "KING" ELEV. = 7.65 X 8,75 X 8.93 X 8.72 , ! i I NOTIFY NC ONE CALL 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES X9.69 .50 ' X11. AT \ 13.00 LEGEND X 1224 O EXISTING CONCRETE PAD / i \ \ O AND j REMOVED LARDS EXISTING COOLER AND DUMPSTER \ \ BENCHMARK - i ENCLOSURE 1 9.23 X 9.61 A \ YYY ELEV. NAIL IN PAVEMENT r \ \ io EXISTING WATER METER ELEV. = 13.32 � UTILITY POLE f v X 9EXISTING WATER VALVE .71 \ \ EXISTING SEWER MANHOLE v o EXISTING CURB INLET LIGHT POST EXISTING SEWER CLEANOUT X4212 x12.45 .\ PROPERTY LINE \ x ) & KAM F 78 \ ',I / X 11 17I A NOW OR FORMERLY \ \ \ A 9.45 \ SUN KAU WONG \ \ X11 40. - ' /17.83 X / FILING 535, PG 607 NG WONG \ _ _ _ -- - _ _ _ - BUILDING SETBACK /' , 11 X'I, / �\ p \ ZONED: GB \ _ \\\ Z \ x 12.83 i 11' \ 9E 10,02 :\ COMMERCIAL USE \ - - LANDSCAPING BUFFER 13 6 X 9.82 S \ \ - _ - - - - R/W LINE PROPERTY EXTENSION 9.96 X \ i I \ x1�s2 \ � \ \ 9 X EX. 12 WM EXISTING SANITARY EXISTING WATER MAIN \` ,44 \ r� X724F � �-" � � \ \ P) 73 X t, \ \ - _ _ _ _ _ _ _ _ - - - EXISTING PIPE \X 11 60 I '\ ` ` N\ ` EXISTING OVERHEAD ELECTRIC \xl 59 sx1245'Xyiao1 A �' EXISTING CONTOUR i � \ \ X1Q26 X 10.12 -X-X- EXISTING FENCE F \ A �� X 13,37 SPOT GRADE EXISTING GRAVEL � \ \ F X 11.00 APPROXIMATE LOCATION OF 1 X13.20 i\ \ PREVIOUSLY EXISTING SHED 1� t.NI \ + > x-'� �.`. r� EXISTING PAVEMENT S k11.99 mac'-Y�f-\ \k L _ EXISTING SIDEWALK \\ ` ` x1q \ \ NOW OR FORMERLY i 't \ \ \ p ��,✓ ` �-� d '- _ �� gJ x. MCDONALDS CORP. \� \ \✓�� l� {t^^ ,� C--�`�' , \ ( MAP# 71A-B-1 �` \ X11.42 \ \ \ ZONED. GB \ COMMERCIAL USE \ \ 5.: > `i--`I FF=14.09 X 12,32 4� > 3 1� \ \ X 11.12 �.3- ✓ `o `= �3, -70 off. o n, X 10.3C \ �1 X 12.28 X 1335 \ a : X13.23, T�� '�' "I N 61 .�. \ \ ^��_ �� 'yS`V� X 10.28 1l X11.38 XJ, -.A �, `. APPROXIMATE LOCATION OF ", '� , ?%�' i`('-Y "l�' ' \ A PREVIOUSLY EXISTING HOUSE 'zi�d�i��,�` ? h"�f h \ �. �_�'+�.�i>v. C rIaFL1l.ItiA,n.2it'r'Nid.. \ x 1291 >>`\� EXISTING SEWER CLEANOUT - \ \ \ \�,� \ ?� ..a.-- t TO BE ABANDONED O �\ NrCr +�"`--1 - - 1 " " " " EXISTING HOSE $IB • 1nMnr`..€LLF ., C 4, V x 1 t22 . � � � �` t�'pT iZ V A y s✓ $ G �HE _ " \ X 12.34` O 10,60 , L-1 X 296 _ \ ,1 FFER 7( '�<J m " DSCAPE 6U .o�C'�l`t'jC�1v i/ \ X13.13V - 25, LAN """vim i. tq� - X1C.93�- _ _ X 13.55 \ - - - -� i`" :FRONT MgVL:.�V: ' ' _ EX. 12'_.SS X11..i$ �- \\ Z REMOVE t56 LF �✓� v� GV1138 CURB &GUTTER AND SIDEWALK 1 ` 1 \ \ \ �.""'"�"" X>13.13 7. 1T 32"W \ \ \11 \ \ x13.ae AA - 1 ci i 1 !1 SA 1 � ,argil ET 9r GRAPHIC SCALE _. zo o to zo ao B0 \ EXPRESS \ ( IN FEET) DEC 1.6 2009 1 inch = 20 ft. Nc }� JENR HY'MAN � ROBEY S SOLUTIONS FROM THE GROUND UP 150 US Hwy 158 E. PO Box 339 Camden, NC 27921 (252) 338-2913 (252) 338-5552 fax www.hymanrobey.com SEAL r 's 185,E p-a '''. • :✓C ... .d C. R* 0.�. Tandem, Inc. Elizabeth City Pasquotank County North Carolina PERMIT DRAWING ONLY KEY PLAN: Project #: 090120 Drawing #: 090120 - Site Drawn: BLR Checked: KDH Approved: SCR Date: 08/07/09 Sheet #: 1 /6 Scale: 1:20 REVISIONS: NUM. DATE DESCRIPTION 1 12-03-09 TRC & Removal of connecting drive SHEET TITLE: Existing Topo & Demo Plan SHEET NUMBER: 1 4 VICINITY MAP NTS SITE NOTES: 1. OWNER/DEVELOPER: TANDEM,INC. 202 WEST MAIN STREET ELIZABETH CITY, NC 27909-4327 252-338-1793 2. SITE LOCATION: 1314 EHRINGHAUS STREET 3. PIN: 89130637 1575 TAX MAP # 71-A-B-6 DB 341 PG 121, DB 1036 PG 202 4. SITE AREA: 0.97 ACRES (42.186 SF) ZONED: GB 5. DISTURBED AREA FOR THIS DEVELOPMENT WILL NOT EXCEED 1.1 ACRES. 6. EXISTING COVERAGE: ONSITE: EXISTING BUILDING = 1.431 SF 3.39% EXISTING GRAVEL = 7,763 SF 1&40% EXISTING OPEN SPACE = 32,992 SF 78,21% TOTAL COVERAGE = 42,186 SF 100.00% OFFSITE IMPERVIOUS = 815 SF TOTAL IMPERVIOUS: 10.009 SF PROPOSED COVERAGE: ONSITE: PROPOSED BUILDING = 7,575 SF 17.96% PROPOSED CONCRETE = 2,624 SF 6.22% PROPOSED ASPHALT = 15.519 SF 36.79% OPEN SPACE - 16,468 SF 39,03% TOTAL COVERAGE = 42,186 SF 100.00% ONSITE IMPERVIOUS = 25,718 SF (60.96%) OFFSITE IMPERVIOUS - 617 SF TOTAL IMPERVIOUS = 26,335 SF 7. PARKING SPACES REQUIRED: 38 (1 SPACE PER 200 SF GROSS FLOOR AREA) = 38 REGULAR PARKING SPACES PROVIDED: 36 HANDICAPPED SPACES PROVIDED: 2 PARKING SPACES PROVIDED = 36+2 = 38 TOTAL SPACE COUNT (W/ISLANDS) = 38+4 = 42 8. LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN. CHANGES MUST BE APPROVED BY THE ELIZABETH CITY PLANNING DEPARTMENT PRIOR TO INSTALLATION. LANDSCAPING REQUIREMENTS: MAJOR THOROUGHFARE STREET BUFFER: 1 CANOPY TREE, 10 SHRUBS FOR EVERY 50 FT 170.76' FRONTAGE - 24' DRIVEWAY = 146.76' 147' FRONTAGE = 3 CANOPY TREES, 30 SHRUBS PROVIDED: 3 CANOPY TREES, 40 SHRUBS (DUE TO EXISTING OVERHEAD UTILITIES, UNDERSTORY TREES ARE COUNTED AS CANOPY TOWARD FRONT BUFFER) PARKING LOT - LANDSCAPE ISLANDS: 1 ISLAND, 1 CANOPY TREE FOR EVERY 10 SPACES 38 SPACES = 3.8 ISLANDS, 3.8 CANOPY TREES PROVIDED: 4 ISLANDS, 4 CANOPY TREES (1 OF 4 TREES ARE UNDERSTORY DUE TO PROXIMITY TO OVERHEAD POWER LINES) PARKIN • LOT - VEHICULAR SURFACE AREA, 1 CANOPY TREE EVERY 2,000 SF, 1 SHRUB EVERY 500 SF 15,519 SF VSA = 7.80 CANOPY TREES, 31 SHRUBS PROVIDED: 8 CANOPY TREES, 33 SHRUBS (5 OF 8 TREES ARE UNDERSTORY DUE TO PROXIMITY TO OVERHEAD POWER LINES) 9. THE PROPERTY IS LOCATED IN FLOOD ZONE "X" ACCORDING TO FEMA MAP PANEL 3720891300 J. DATED OCTOBER 5, 2004. 10. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS TAKEN FROM A RECOMBINATION SURVEY TITLED "RECOMBINATION SURVEY FOR TANDEM, INC" AS PREPARED BY HYMAN&ROBEY. 11. THERE ARE NO WETLANDS ON THIS SITE. 12. ELEVATIONS ARE BASED ON NAVD 88 STATION "KING" ELEV. = 7.65 13. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE UTILIZED. 14. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 1jy ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS. 1 CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION CONTROL 4 DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE ISSUANCE a. OF A STOP WORK ORDER. 17, DUMPSTER PADS SHALL BE SCREENED WITH 6' HIGH OPAQUE WALL, ARCHITECTURALLY COMPATIBLE WITH THE BUILDING. SEE $ SHEET A301. 0 18. CONTRACTOR SHALL WET TAP EXISTING 12" WATER MAIN IN THE N PRESENCE OF THE THE ENGINEER AND A REPRESENTATIVE OF THE ELIZABETH CITY PUBLIC WORKS DEPARTMENT. CONTACT 00 ELIZABETH CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 o HOURS PRIOR TO CONSTRUCTION TO COORDINATE INSPECTION. 1)J. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF o SUBSTANTIAL STRUCTURES AND THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN THE EASEMENT FOLLOWING ACCESS TO rn FACILITIES BY THE CITY OR UTILITY COMPANY SHALL BE AT THE C7 EXPENSE OF THE OWNER. SITE LIGHTING WILL BE PROVIDED BY FLOOD LIGHTS LOCATED ON Ca ALL BUILDING CORNERS. ADDITIONAL DECORATIVE LIGHTING WILL U BE PROVIDED AT EACH DOOR. SEE BUILDING PLANS. 2T DUE TO EXISTING OVERHEAD UTILITIES, CRAPE MYRTLES HAVE d EACH BEEN COUNTED AS ONE-HALF CANOPY TREE FOR THE '2 PURPOSES OF REQUIRED PARKING LOT LANDSCAPING. `1 OFFICE USE 15 RENF: MB� 12 X 12' DUMPSTER PAD TO E SCREENED WITH 6' OF OPAQUE TBM-PK NAIL IN PAVEMEN 1 ELEV. = 13.32 i 1,575 SF 'o... 1,000 SF •s o. y o. to c��iPa_ LO / \ Il V / - - `ham a\\ S VIC 40 PVC \ oononcrn -�� ( 4" SEWER fC��SERVICE (TYP) 1,250 SF NOTIFY NC ONE CALL AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES f \\ LEGEND � L1 i / \ E CH ARK B N M `�w\\ \ a EXISTING WATER METER ONp cla> UTILITY POLE \ \\ N EXISTING WATER VALVE Z - \ O5 EXISTING SEWER MANHOLE Zc \ \ PROPOSED JUNCTION BOX / \ ■ BYPASS STRUCTURE <r f \ \ 0 EXISTING CURB INLET NOW OR FORMERLY \ PROPOSED CURB INLET y, \ SUN KAU WONG \ > LIGHT POST \ & KAM FILING WONG \ DB 535, PG 807 1,250 SF \ ZONED: GB \ PROPERTY LINE COMMERCIAL USE \ — _ — — — — — — BUILDING SETBACK FF=10.16 \ \ \ \ - - - - - - - - - - - - - - - - LANDSCAPING BUFFER \ \ R/W LINE \ \ PROPERTY EXTENSION \ \ \ EX 12" WM EXISTING WATER MAIN PROPOSED RETAIL UNITS (7,575 SF TOTAL) \ \ 1 STORY N \ \ �\ W PROPOSED WATER LINE FFE = 14.10 N \ -EX. 12" SS EXISTING 12" SANITARY SEWER BRASS -BODIED _ �• \ AIN PROPOSED SANITARY SEWER EXISTING STORMWATER PIPE OHE EXISTING OVERHEAD ELECTRIC — — — — -- - - 10- — — — — — EXISTING CONTOUR v u rvicTinir rrnirr �- \ EXISTING SIDEWALK T = F PROPOSED SIDEWALK PROPOSED MALE GINKGO (6) _ � z_ �_-� �� PROPOSED MUSKOGEE CRAPE MYRTLE (9) (Lagemtmemia x 'Muskogee') ALL TREES TO BE A MINIMUM OF 8' IN HEIGHT } WITH A MINIMUM CALIPER OF 2" (MEASURED --- \ 6" ABOVE GRADE) AT THE TIME OF PLANTING PROPOSED HELLERI HOLLY (12) (flex cmnata 'HeLLeT-i') �2 / PROPOSED BURGUNDY LOROPETALUM (9) (Lompetalum chinewe) PROPOSED LILYTURF (53) O \ " " O ClA 9 � (Liri.ope muscarti) — m EXISTING HOSE BIB _ \ _QO : ALL SHRUBS TO BE A MINIMUM OF TO 16 TALL / `� p 3 GALLON SIZE AT THE TIME OF PLANTING F8 O HEM MB 10' X 35' SIGHT TRIANGLES 1 HE _ _ _- � � S I . 17. S7T — .. 2" WATER METER __ SAW CUT PAVEMENT AND -REMOVE AS NECESSARY FOR _ APPROXMATE LOCATION OF APPROXIMATE LOCATtON OF WATER AND SEWER CONNECTION _ - EXISTING 12" WATERMAW EX4571NG 61' WATER#AIN rt :(SEE PAVEMENT REPAIR DETAIL) ( _ 12 x 2 TAPPING SADDLE `,. — f - 2" TAPPING VALVE �X 12 — — — — GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. WITIM ■ ROBEY N SOLUTIONS FROM THE GROUND UP 150 US Hwy 158 E. PO Box 339 Camden, NC 27921 (252) 338-2913 (252) 338-5552 fax www.hymanrobey.com ` SEAL c 185,50�� _ IN ,GNEF'.I''. { 44 C. Rcla�.�`��• Tandem, Inc. Elizabeth City Pasquotank County North Carolina PERMIT DRAWING ONLY KEY PLAN: Project #: 090120 Drawing #: 090120 - Site Drawn: BLR Checked: KDH Approved: SCR Date: 08/07/09 Sheet #: 2/6 Scale: 1:20 REVISIONS: NUM. DATE DESCRIPTION 1 12-03-09 TRC & Removal of connecting drive SHEET TITLE: Site & Utility Plan SHEET NUMBER: 2 VICINITY MAP NTS SITE NOTES: 1. OWNER/DEVELOPER: TANDEM, INC. 202 WEST MAIN STREET ELIZABETH CITY, NC 27909-4327 252-338-1793 2, SITE LOCATION: 1314 EHRINGHAUS STREET 3. PIN: 89130637 1575 TAX MAP N 71-A-B-6 DB 341 PG 121, DB 1036 PG 202 4. SITE AREA: 0.97 ACRES (42,186 SF) ZONED: GB 5. DISTURBED AREA FOR THIS DEVELOPMENT WILL NOT EXCEED 1.1 ACRES. 6. EXISTING COVERAGE: ONSITE: EXISTING BUILDING = 1.431 SF 3.39% EXISTING GRAVEL = 7,763 SF 18.40% EXISTING OPEN SPACE = 32,992 SF 78 21% TOTAL COVERAGE = 42,186 SF 100.00% OFFSITE IMPERVIOUS = 815 SF TOTAL IMPERVIOUS: 10,009 SF PROPOSED COVERAGE: ONSITE: PROPOSED BUILDING = 7,575 SF 17.96% PROPOSED CONCRETE = 2.624 SF 6.22% PROPOSED ASPHALT = 15,519 SF 36.79% OPEN SPACE - 16,468 SF 39.03% TOTAL COVERAGE = 42,186 SF 100.00% ONSITE IMPERVIOUS = 25,718 SF (60.96%) OFFSITE IMPERVIOUS - 617 SF TOTAL IMPERVIOUS = 26,335 SF 7. THE PROPERTY IS LOCATED IN FLOOD ZONE "X" ACCORDING TO FEMA MAP PANEL 3720891300 J, DATED OCTOBER 5, 2004. 8. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS TAKEN FROM A RECOMBINATION SURVEY TITLED "RECOMBINATION SURVEY FOR TANDEM, INC" AS PREPARED BY HYMAN&ROBEY. 9. THERE ARE NO WETLANDS ON THIS SITE. 10. ELEVATIONS ARE BASED ON NAVD 88 STATION "KING" ELEV. = 7.65 11. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER. 13. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL STRUCTURES AND THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY OR UTILITY COMPANY SHALL BE AT THE EXPENSE OF THE OWNER. 14. SITE LIGHTING WILL BE PROVIDED BY FLOOD LIGHTS LOCATED ON ALL BUILDING CORNERS. ADDITIONAL DECORATIVE LIGHTING WILL BE PROVIDED AT EACH DOOR. SEE BUILDING PLANS. 15. ANY FILL BROUGHT ONSITE SHALL BE FROM AN APPROVED SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION. NOTIFY NC ONE CALL AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES LEGEND YYYYQ BENCHMARK EXISTING WATER METER C1W UTILITY POLE wv EXISTING WATER VALVE OS EXISTING SEWER MANHOLE 0 EXISTING CURB INLET PROPOSED CURB INLET INLET PROTECTION ■ PROPOSED JUNCTION BOX / BYPASS STRUCTURE LIGHT POST DRAINAGE FLOW DIRECTION PROPERTY LINE — — R/W LINE — — — PROPERTY EXTENSION EX. 12" WM EXISTING WATER MAIN EXISTING 12" SANITARY SEWER - - _ - - - _ _ — — — = EXISTING STORMWATER PIPE PROPOSED STORMWATER PIPE — — — — — — — — — — — — PROPOSED ROOF DRAIN PIPING EXISTING OVERHEAD ELECTRIC :HE -- --- -- -- — 10- — — EXISTING CONTOUR PROPOSED CONTOUR 10 X X EXISTING FENCE —SFSF----SF SF— SILT FENCE LIMITS OF DISTURBANCE DRAINAGE AREA 4.55� PROPOSED SPOT GRADE PROPOSED RIP RAP PROPOSED SPILL CURB EXISTING PAVEMENT PROPOSED PAVEMENT ] EXISTING SIDEWALK PROPOSED SIDEWALK M: I: 7�01 SOLUTIONS FROM THE GROUND UP 150 US Hwy 158 E. PO Box 339 Camden, NC 27921 (252) 338-2913 (252) 338-5552 fax www.hymanrobey.com SEAL C. Tandem, Inc. Elizabeth City Pasquotank County North Carolina PERMIT DRAWING ONLY KEY PLAN: Project #: 090120 Drawing #: 090120 - Site Drawn: BLR Checked: KDH Approved: SCR Date: 08/07/09 Sheet #: 3/6 Scale: 1:20 REVISIONS: NUM. DATE DESCRIPTION 1 12-03-09 TRC & Removal of connecting drive SHEET TITLE: Grading & Erosion Control SHEET NUMBER: 6t 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) 2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT OFF SITE SEDIMENTATION. 3. FILL THE SITE AND INSTALL STORM DRAINAGE PIPING. INSTALL TEMPORARY PLUGS IN PIPES THAT DISCHARGE TO INFILTRATION BASIN. 4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION. 5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING LOT. 6. CONSTRUCT INFILTRATION BASIN. 7. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT 8. REMOVE SEDIMENT FROM CURB INLETS AND REMOVE TEMPORARY PLUGS FROM PIPES TO INFILTRATION BASIN. SEDIMENT SHALL NOT BE REMOVED BY FLUSHING PIPES SUCH THAT SEDIMENT WILL ENTER THE OFF -SITE DRAINAGE SYSTEM OR THE INFILTRATION BASIN. 9. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES AND REPAIR AS NECESSARY. 10. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES. CONSTRUCTION SEQUENCING 6" X 32" WIRE FENCE CONSTRUCTION 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 FILTER FABRIC INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) BACKFILL TRENCH AND COMPACT 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH THOROUGHLY OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM FLOW OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT �. TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN THE UPSLOPE FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A 8" MINIMUM MINIMUM OF 24 INCHES. 2'-0" 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH AND A 6 MONTH UV PROTECTION RATING. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. B. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES 6" SCH 40 PVC WITH PVC CAP (DRILL HOLE THROUGH CAP) INFILTRATION BASIN SECTION #2 171 SF @ BOTTOM ELEVATION 10.0 PROFILE VIEW SEDIMENTATION REMOVAL AT ELEV. 10.50 BOTTOM=10.0 BASIN SECTION #2 RAP APPRON SEEDBED PREPARATION THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES. CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN THE SOIL IS FROZEN OR EXTREMELY WET, SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER MULCHING APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. 8" BLACK ZIPTIE OR ALUMINUM TIE WITH UV PROTECTION STEEL FENCE POST 5' - 0.85 LB. FT. T-TYPE 4" MINIMUM SEEDING & MULCHING STEEL POST SILT FENCE DETAIL STORAGE ELEV = 12.0 ELEV = 10.0 FINISHED GRADE t13.00 CLEAN SAND NTS 24" MAX. HEIGHT • . !!!!!!mmm, aIllENE ENE ®■■■■■■■■■■■■ ■■■■■■■■■■■®1 e 6" SCH 40 PVC WITH PVC CAP (DRILL HOLE THROUGH CAP) INFILTRATION BASIN DETAIL INFILTRATION BASIN SECTION #1 753 SF ® BOTTOM ELEVATION 9.0 PROFILE VIEW SEDIMENTATION REMOVAL AT ELEV. 9.50 BOTTOM=9.0 BASIN SECTION #1 ZAP APPRON STORAGE ELEV = 11,25 V=9.0 FINISHED GRADE 312.00 CLEAN SAND THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS. EROSION CONTROL MEASURES SEEDING MIXTURE RATE (LF/ACRE) TALL FESCUE 80 PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 KOBE LESPEDEZA 10 SEEDING NOTES 1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED 2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE. NURSE PLANTS BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN). SEEDING DATES BEST POSSIBLE EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30 FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 SEEDING SCHEDULE CLASS B EROSION CONTROL STONE STONE DEPTH = 24" PIPE ROCK TOP OF BANK yV 0� 0� ;'� o � w o 4 O 5 w J 0 w 0 TOP OFIBANK i� DITCH BOTTOM EROSION CONTROL STONE =PTH TO FLUSH WITH OF DITCH NOVEN GEOTEXTILE FABRIC GEOTEX 801 OR APPROVED EQUAL ENERGY DISSIPATER NTS 14YM ■ ROBEY N SOLUTIONS FROM THE GROUND UP A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN. B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED. 150 US Hwy 158 E. C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. PO Box 339 D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD Camden, NC 27921 ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. (252) 338-2913 E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY. (252) 338-5552 fax www.hymanrobey.com SEAL ` 1855Q nq " i nuuVe CD Tandem, Inc. TEMPORARY GRAVEL CONSTRUCTION ENTRANClizabeth City NTS Pasquotank County North Carolina CONSTRUCTION SPECIFICATIONS: 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE BLOCK FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS. 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. NCDOT #57 WASHED STONE IS RECOMMENDED. GRAVEL FILTER - NCDOT #57 WASHED STONE CONCRETE BLOCK I. D � 2.7:StopE,( YP) 1�•1� PLAN VIEW HARDWARE CLOTH - GEOTEX 2130 CONCRETE BLOCK OR APPROVED EQUAL TO PLACED 6" OUTSIDE THE BOUNDARIES OF DRAINAGE BLOCK. PERMIT 2" DEWATERING TEMPORARY SEDIMENT POOL GRAVEL FILTER - NCDOT D RAWI N G .. #57 WASHED STONE • .a ° 12 14" ' ?CSC ONLY 16 OPf . (Typi a ` KEY PLAN: INLET WITH GRATE SECTION VIEW BLOCK AND GRAVEL INLET PROTECTION NTS Project #: 090120 Drawing #: 090120 Details Drawn: BLR Checked: KDH Approved: SCR Date: 08/07/09 Sheet #: 4/6 Scale: 1:20 REVISIONS: NUM. DATE DESCRIPTION 1 12-03-09 TRC & Removal of colecting drive SHEET TITLE: Details SHEET NUMBER: 4 NTS FINISHED GRADE 4" THREADED • ' PLUG --W-�DI CLEANOUT 4" THREADED COVER FITTING 4" PVC AS VECESSARY —SANITARY TEE (SIZE PER PLANS) SANITARY SEWER CLEAN -OUT NTS 22 1/2' PVC TAPPING SADDLE INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MIN. 6" #57 STONE BEDDING UNDER WYE. FINISHED SUBGRADE� + + + + + + FINAL BACKFILL \\\/\\\ + + + + + + COMPACT TO 95%/\�j\� + + + + + + STANDARD PROCTOR (FOR TRENCHES NOT \ \ \ + + + + UNDER CURB OR PAVEMENT, BACKFILL \ + + + + + \ USING ON -SITE SUITABLE SOILS. FOR \�\\�\\ \ + + + + TRENCHES UNDER /\/\/\ + + + + �\ CURB OR PAVED\\\\ + + AREAS, BACKFILL �� USING ONLY APPROVED OFF -SITE \\/�\\/�\\ + + + + SELECT BORROW.) + + \/\ �\ //57 STONE BEDDING � STONE TO BE THOROUGHLY COMPACTED UNDER AND \\//\\ \\/\ �\ \\/ \/\ \\� BESIDE PIPE OUTSIDE DIAM. OF PIPE 6" 6" SLOPE SIDES AS NECESSARY FOR CONSTRUCTION 1/2 OUTSIDE DIAM. OF PIPE TYPICAL SANITARY SEWER MAIN TRENCH NTS AT 1% MIN. GRADE. (ASTM D-2665, D-1785) NOTE: SEWER SERVICE TRENCH SHALL BE COMPACTED TO 95% STANDARD PROCTOR. z r12" 0 a CHECK VAL AS APPROV SERVICE LINE BY OWNER —\ a 0 W DISTANCE VARIES METER - (PROVIDED BY CITY, INSTALLED BY CONTRACTOR) FLANGED ADAPTER ��i%�'��%" FLANGED GATE VALVE FLANGED WITH SOUARE NUT ADAPTER FLANGED CHECK VALVE 24"D x 36"L x 24"H METER BOX (HDPE BOX. CAST IRON BOX IN TRAFFIC AREA. COVER SHALL BE CAST IRON. NO READER LID ALLOWED.) TAPPING GATE VALVE AND SADDLE VALVE BOX—\ BRASS ADAPTER FOR COMPRESSION CONNECTION I PVC OR GALVANIZED PIPE SERVICE LINE CORPORATION STOP — WATER MAIN 2" TO 3" WATER SERVICE CONNECTION DETA� 36" MINIMUM COVER NTS 2" TYPE SF 9.5 A ASPHALT 6" ABC STONE OFF -SITE SELECT BORROW PAVEMENT REPAIR DETAIL NTS PVC SANITARY SEWER SERVICE NTS 6- COMPACTED SUL......,,� 1/2" RADIUS 600,a WWF 6' THICK 3000 PSI CONCRETE SLAB DUMPSTER PAD DETAIL NTS L 18" DIA. 6" THICK ROADWAY SHOULDER CONCRETE "DONUT" VALVE BOX 0— _i� STORM DRAINEX. WATERMAINCONTRACTOR SHALL USE SEPERATION 45' BENDS AS NECESSARY ON ONC T L COVER PROPOSED WATERLINE WITH BAGS OF CONCRETE MIX, UNOPENED, BY PLACING ONE BAG CENTERED ON BOTH PIPES AND PLACING ONE BAG ON EACH SIDE . NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE SPECIFICATIONS. CULVERT CROSSING DETAIL NTS NOTE: VALVE BOX COVERS SHALL 18" DIA. 6" THICK BE MARKED WITH A "W" "DONUT CONCRETE vvvv vvvv vvoov vvoov vvoov �JJj�� vav vvvvvvv vvvvvvv VALVE BOX 2" THREADED BRASS 36" PIPE 30" LENGTH ''.UM DEPTH 2" 90' BEND - BRASS 4" WATERMAIN J_(1 FULL JOINT) � m MECHANICAL :: CONCRETE THRUST—�'•'•'• JOINT TAPPED BLOCK PER DETAIL CAP 2" THREADED BRASS 12" PIPE 30" LENGTH BLOW -OFF DETAIL NTS 4" GATE VALVE (SHOWN ON PLANS) irypm ■ ROBEY N SOLUTIONS FROM THE GROUND UP 150 US Hwy 158 E. PO Box 339 Camden, INC 27921 (252) 338-2913 (252) 338-5552 fax www.hymanrobey.com SEAL i c 1857 ' l ' i Q: F Rom' "'1181 ,11111111,,,, Tandem, Inc. Elizabeth City Pasquotank County North Carolina PERMIT DRAWING ONLY KEY PLAN: Project #: 090120 Drawing #: 090120 Details Drawn: BLR Checked: KDH Approved: SCR Date: 08/07/09 Sheet #: 5/6 Scale: 1:20 REVISIONS: NUM. DATE DESCRIPTION 1 12-03-09 TRC & Removal of connecting drive SHEET TITLE: Details SHEET NUMBER: 5 ACCESSIBLE ROUTE CROSSES OVER CURB CUT AND SIDE 48" MIN. FLARES 48" MIN LINE OF BUILDING, PLANTED AREA, FENCE, ETC. IF DIMENSION "B" IS LESS THAN 48" AND PEDESTRIANS MUST WALK ACROSS "B" THE CURB CUT, THEN SIDE FLARES I�-, SHALL HAVE A 1:12 MAXIMUM SLOPE HANDICAPPED ACCESS CURB CUT NTS STANDARD HANDICAPPED PARKING SIGN(TYPICAL) TO BE INSTALLED AT REQUIRED HEIGHT AND SIDEWALK LEVEL DIMENSIONAL RELATIONSHIP TO PARKING STALL. WITH PARKING HANDICAPPED PARKING STALL —EDGE OF SIDEWALK AS DIM'D. SITENPLAN PARKING STALL PAVEMENT MARKINGS STANDARD HANDICAPPED SYMBOL — 8.0 FT. WHEELCHAIR ACCESS AISLE 8' 8 PLAN VIEW OF PARKING STALLS) VAN I ff ACCESSIBLE IL s" RESERVED PARKING BOTTOM EDGE OF SIGN MAXIMUM ' PENALTY GS 2o$�D s _ CLEARANCE: 60" OUTSIDE OF PEDESTRIAN AREAS 84" WITHIN PEDESTRIAN AREAS A.D.A. STANDARD HANDICAPPED PARKING SIGN GRADE (W/ STANDARD HANDICAPPED SYMBOL) HANDICAPPED PARKING, WALKWAY & RELATED DETAILS NTS CONCRETE SIDEWALK DETAIL NTS C.I. FRAME AND GRATE SHALL CONFORM TO NCDOT STANDARD DRAWING 840.03 RIM ELEV. (USF 5181-6420 BY US FOUNDRY AND (SEE PLANS MANUFACTURING CORPORATION, MODEL NO. 28403 BY GENERAL FOUNDRIES, INC. OR APPROVED EQUAL) CURB DETAIL NTS CURB & GUTTER DETAIL PER NCDOT ROADWAY STANDARD DRAWING M 846.01 6" 3"R 2" TYPE SF 9.5A ASPHALT MIX 3"R 12" < n m c , 1E 30" 6" ABC STONE CURB & GUTTER DETAIL NTS M NC MANHOLE FRAME AND COVER (MH-2001) BY & CAPITOL FOUNDARY OF VIRGINIA. INC. OR EQUAL, @{ HEAVY DUTY CASTING, FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN. o NOTE: ALL MATERIAL AND INSTALLATION TO > MEET MIN. SPECIFICATIONS OF NCDOT SET RIM AT PROPOSED ? "STANDARD SPECIFICATIONS FOR ROADS PAVEMENT GRADE p5 REBAR 8" E.W.O. C. 41 AND STRUCTURES", LATEST EDITION. o 4 4 a z AS REQUIRED < �.a �8" THICK CONCRETE LID a C.I. STEPS FOR INSIDE SEE PLANS FOR a DEPTH GREATER THAN 4' INVERT &RIM w ELEVATIONS INSIDE DIMENSIONS: v> INSIDE DIMENSIONS: SHALL BE EQUAL TO THE SHALL BE EQUAL TO THE`P LARGEST CULVERT DIAM. LARGEST CULVERT DIAM. PLUS 16" IN EACH DIM. ..° 6" PRECAST CONCRETE PRECAST CONCRETE <. '............... �.... ' SET CULVERT FLUSH '':'::'::':::'::'::':::':::'::'.:'::..::.:d.:.. ... '' WITH INSIDE WALL :::. �. .... SET CULVERT FLUSH c ':'::.:.........................................:.. . WITH INSIDE WALL PA GE INVERT W/ "'-' -- CONCRETE -- SLOPE TO .._..... ...... ....... .... CULVERT INVERT. - SEE PLANS FOR a SEE PLANS FOR CULVERT TYPE & SIZE CULVERT TYPE &SIZE ::::::::::::::::::::::::::. .:::::::.�::r:.... ....... . INV. IN. s PLANS_ FOR SLOP INV. OUT NV.'ouT . .. INV. IN. ...: .. ..:..:.. :.................................''.:.. . .; :.: ' •• '.......... '::': SEE PLAN SPE ... ............. — — — — —"" 11 I L' 1 1 l' III .III, I I I I I- `� 3000 PSI CONCRETE FOOTING _ I —III —II W/ 6x6x10/10 WWM 1—III I I I 111=1 I B I I I I I —I 11= —111 _111=11 L=111=111— COMPACT SUBGRADE TO 95% OF ASTM D 698 PARGE INVERT W/ 11 1 SUMP INVERT CONCRETE -- SLOPE TO CULVERT INVERT. ... 1-1II—In-.nI— III -III 111 3000 PSI CONCRETE FOOTING 1=111-11 W/ 6x6x10/10 WWM 111 _ 111-I 11=111 _ 111=111=1 1=1 1- .11=111-111=111=111=-'--COMPACT A SUBGRADE TO 95%ASTM D698 STANDARD CURB INLET NTS NOSE DOWN CURB AT BACK OF APRON 1 c.. 5^. FRONT EDGE EDGE ' < FRONT EDGE _ `FLOW LINE . < 6" 1'yc 1 11�< <<' 12" 6" MIN 1. < 1 �<'t < s ` < .1<i CURB TRANSITION AT DRIVEWAY APRON NTS JUNCTION BOX NTS CHAMFERED EDGES AS TYPE SF 9.5A ASPHALT STONE PRECAST PARKING BLOCK NTS SURFACE MATERIAL GRADE, COMPACTED EARTH SMOOTH CONCRETE DOME 6" O.D. X 7' HEAVY DUTY STEEL BOLLARD T[]-.O--GROUT FULL W/ 3000 PSI CONCRETE 0 PAINTED MATTE BLACK. I a PIPE BOLLARD DETAIL LEADER SHOULD NOT BE CUT OF DAMAGED PRUNE AS PER HORTICULTURAL PRACTICES PREPARED PLANTING SOIL WOOD STAKE ORIGINAL GRADE � AS REQUIRED SEE PLANS FOR INVERT & RIM ELEVATIONS TAMPED SETTING BED SET RIM .AT PROPOSED GRADE a 10" n' PIPE a INVERT STRUCTURE INVERT NTS TURN DOWN TOP 1 /3 OF BURLAP TWO - PLY REINFORCED RUBBER HOSE WITH CABLE OR GALVANIZED WIRE AT 12C INTERVALS 3" MULCH LAYER 6' DIAMETER EARTH SAUCER TREE PLANTING DETAIL NTS NC MANHOLE FRAME AND COVER (MH-2001) BY CAPITOL FOUNDARY OF VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING, FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN. g5 REBAR 8" E.W.O.C. THICK CONCRETE LID 6" PRECAST CONCRETE " 18" SET CULVERT FLUSH 6 " WEIR ELEV. WITH INSIDE WALL 10" . SEE PLANS FOR CULVERT TYPE & SIZE SEE PLANSFOR _SLOPE :...:........................... .............................................................. <1-III=111=I I I'_I I ILI I I -III- 3000 PSI CONCRETE FOOTING — _ _ _ 1=III-11 W/ 6400/10 WWM -' IJIIIJII-1II—III—I I —I I —I I- I —111 -"1=III=III=II-J—COMPACT SUBGRADE TO 95% III —III- OF ASTM D 698 STORM DRAINAGE BYPASS STRUCTURE NTS SOLUTIONS FROM THE GROUND UP 150 US Hwy 158 E. PO Box 339 Camden, NC 27921 (252) 338-2913 (252) 338-5552 fax www.hymanrobey.com "` SEAL 1855Q s�c;y c: Tandem, Inc. Elizabeth City Pasquotank County North Carolina PERMIT DRAWING ONLY KEY PLAN: Project #: 090120 Drawing #: 090120 Details Drawn: BLR Checked: KDH Approved: SCR Date: 08/07/09 Sheet #: 6/6 Scale: 1:20 REVISIONS: NUM. DATE DESCRIPTION 1 12-03-09 TRC & Removal of connecting drive SHEET TITLE: Details SHEET NUMBER: 6