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Home My WebLink AboutSW7110709_APPROVED PLANS_20011006STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW_:&ZD DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD \ 1 WILLIAM A. LEHMANN LOT 2, VILLA ACRES MH A' ) + MB 6, P 8 r +° RIM 5 84 PIN 891402873312 Stt WC011- iNV 1N 5.1' 1 ° t \ IN OUT ZONED R-15 _ SMn B J I RIM u.91 Cl) LOT 1 INV IN :.66 VILLA ACRES 'NV OU 573 .. 44 i. MB 6, P 8 x SEE DB 395, P 442 FOR CITY OF ELIZABETH CITY - ELECTRICAL EASEMENT 1 - tn �f a PASQUOTANK COUNTY DB 749, P 206 PIN 891402875559 ZONED 0 & I «h2 C R..AS; I Y' �ya Y 3 JUDITH EDWARDS, ET AL -`, — ' _ \._ ,` ' THE FLOODPWN BOUNDARIES SHOWN µ HEREON WERE DETERMINED FROM DB 1059, P 643 rq� _ _ - <_ - _ — Y } 8914 00 K DATEDJULY 1 005. PIN 891462877204 '� c _ J � x 4. + � � RA 9AP ' FLOOD INSUR TE 3720 ZONED GB `g 1. : + .. = t ' F'✓n JC PASQUOTANK COUNTY . PA DB 749, P 206 \ f. N £l, +:. wry-`�.. i. y S ` \ rrz� J ('7 °ql t Z Z a PIN 891402779346 / \ ZONED GB BRICK GRASS Th.1 :.. � t z a. + 01 isR A.s -+ � t.. ;:>:NT fl ) `NiiS',:APE c Ji}SEERS HALT PAVEMENT _n !NV N 7i "!9'49 W— at1R.5<- n ry say GRASS GRASS BENCHMARK I —' — 60P NAIL ON WEST APPROX. }} SIDE OFOPP `+ sOCATIGN / ELEVATION 7.25 tom' h �� NA VD 88 /01 G" "A AUANDONED ,,ATUM ppD / a� r a Lr JhF z- _ -°P• -.-4i i.aP ... t — _�"' (TIP .— \ tN 37'3750" W2tg. c9 ,g' rn _Fx do d ftr-.R -l— ._7_ r.h9 4.8J ASIa. ALr DRIVE AFFIS S GNA�_.._�(_�S_ 1 —J I i °.;;'; z rH ROAD STREET \ 90' R/W 6�P l I F- SITE milil! 7 VICINITY MAP N.T.S. TOPOGRAPHIC AND BASE SURVEY INFORMATION OBTAINED FROM McDOWELL AND ASSOCIATES, P.A. THIS INFORMATION ORIGINALLY ISSUED AND SEALED BY RONNIE L. SPIVEY, NCPLS L-2820, ON OCTOBER 20, 2010. LEGEND SYMBOL pEll PROPERTY LINE —/ PROJECT PROPERTY LINE —/ j EXISTING CONTOUR —/— WW EXISTING WATER MAIN —/— SS— SASS EXISTING SAN. SNR. LINE AND MANHOLE —/— EXISTING FIRE HYDRANT —/— ------UHr EXISTING OVERHEAD ELECTRIC _ AND POWER POLE —/ i EXISTING CONCRETE CURB STORMWATELR APPROVECI.,� 7; NORTH CAROLINA ENVIRONNMENTAL MANAGEMENT COMMISSION DIVISION OF WATE1 OU/.LITY Dat.L-1 a 6e 40 20 l l 5' r.malf�D. 50110701 SCALE: 1 "=30' 0 15 30 60 B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www.bjac.com FOR REVIEW j1�Ql////uiiii'y4 N�a�F�'� o.. STD QSEAL J : C-1361 too •'•. n'1CAR.:' ' AV ..... A` r Land Planning Landscape Architecture Civil Engineering Urban Design 150 Fayetteville Street Suite 950 Raleigh, North Carolina 27601 Tel 919. 719. 1800 Fax 919. 719. 1819 1uww.0l ejeneststone.com SCO I D#: 07-07054-02D i !m m EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION 1 07.27.11 PERMIT REVISIONS ,EXISTING CONDITIONS < SHEET NUMBER a C101 EXISTING SANITARY 8' PVC SEWER JUDITH EDWARDS. ET AL DB 1059, P 643 PIN 891462877204 ZONED GB j I P� \ SITE EXISTING TREE LINE nUs \ VICINITY MAP N.TS. TOPOGRAPHIC AND BASE SURVEY INFORMATION OBTAINED FROM McDOWELL AND ASSOCIATES, P.A. THIS INFORMATION ORIGINALLY ISSUED AND SEALED BY RONNIE L• SPIVEY, NCPLS L-2820, ON OCTOBER 20, 2010. LEGEND \ SYMBOL uEiel� PROPERTY LINE —/— PASQUOTANK COUNTY DB 749, P 206 PIN 891,0 91, 027793,W PROJECT PROPERTY LINE —/— '� ZONED 0 & I':' ;ems yp"� t PASQUOTANK COUNTY - i. TREE PROTECTION FENCE 10/C704 DB 749, P 206 PIN 891402779346 POLE TO REMAIN t :;, ,/ ZONED GB / NOTES: EXISTING SANITARY SEWER LINE d y t� 1. BUILDINGS SHOWN ON PROPERTY HAVE BEEN RAZED. CONTRACTOR SHALL BE 00. PUMP STATION TO BE REMOVED i,,;• z! "<r RESPONSIBLE FOR REMOVING ALL DEBRIS, FOUNDATIONS, ETC. rS �� EXISTING WATER SERVICE "" / 2. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF EXISTING PAVERS AND ��< ! ;. ' TO BE ABANDONED 1 DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR ASPHALT PAVEMENT ` :`: ELE NG C c`� 15 TO OBTAIN ALL PERMITS. 10 BE REMOVED E�5T1 ONCRET6' ' •, ' PER CITY REQUIREMENTS /•l LIMP TBr:,-'EIrYOVED�..TYP.•-;*t�f BENCHMARK 'I/ 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION R R0.0CAliN WIl} EXISTING WATER SERVICE TIN SOP NAIL N NEST TO BE ABANDONED SIDE OF PP/( APPLICABLE Ul1UlY CNPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WAII]i. SEWER, PER CITY REQUIREMENTS ' ELEVATION 7.25 / �' ' TUM NAVD 8 CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ;. ..: :.., :. .... 4. ACTIVE UTILITIES:;.,,;• f'•, ( t DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE. A 4' """' S ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND .. ".... DISPOSED OF PER LOCAL ORDINANCES. ;. Y .. _ �,.�k \ ....� �� i 5} .� 6. FENCE AROUND PERIMETER OF PROPERTY DURING DEMOLITION ...,,.--. 4.... RINV � " Pf , r:s '' INVG:..... ...... ... - .. 4 AND CONSTRUCTION. NK ......... 4� '.— •J. r ....... 7 AND GUTTER :. r.�ealrrws '�W .............................................. ... jt APPROXII}A E LOCATION OF BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SH W ME —INS. EXISTING DRIVE TO BE L....-,...... - CLOSED. REFER TO SITE PLAN ............. r 8 NORTH ROAD STREET SHALL REMAIN OPEN AND UNOBSTRUCTED TO TRAFFIC AT ALL EXISTING d WATERLINE ` " "" " 1y0SiING DRIVE TIMES. ... TO BE MODIFIED. ........... :.:.::.. REFER 10-SITE„..kM... .........._. ,.. 9. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER ....... NCDOT STANDARD REMOVE EXISTING ....,. \ S DRAIN PIPE & ......... - 10 ......... ....... . CONTRACTOR SHALL COORDINATE ALL DEMOLITION R INSTALLATION WORK ALONG GRADE DITCH ,.......... .. ... .. .... �;;• NORTH ROAD STREET WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.. TO DRAIN ri 11. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY CONTRACTOR "` \SHALL ALLOWFOR CONTINUOUSOF THE TE ::.:.. . .... -•• ......... .. ... 1 CONCRETE CURBING AND/OR SIDEWALK DAMAGED �' AS PART OF DEMOLITION PROCESS 2. REPAIR OR REPLACE ANY ADJACENT ND R 13. FOR THE REMOVAL OF ASBESTOS —CONTAINING MATERIALS AND THE DEMOLITION OF BUILDINGS, FEDERAL AND/OR LOCAL REGULATIONS REQUIRE THAT A THROUGH INSPECTION BE CONDUCTED FOR ASBESTOS —CONTAINING MATERIALS, PRIOR TO CONDUCTING A RENOVATION R DEMOLITION ACTIVITY. THE ASBESTOS INSPECTION MUS' BE CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR. ALL %'• REGULATED AND/OR FRIABLE ASBESTOS —CONTAINING MATERIALS IDENTIFIED DURING 9 ' > ' THE SURVEY, WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVED BY ACREDIIE INDIVIDUALS BEFORE BEGINNING THE RENOVATION OR DEMOLITION ACTIVITY. \ 14. EXISTING WELL(S) SHALL BE ABANDONED IN ACCORDANCE WITH NORTH CAROLINA ADMINISTRATIVE CODE: 15A NCAC 02C.0113 1 SCALE: 1"=30' 0 15 30 9 60 St. B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919A33.6898f www.bjac.com FOR REVIEW i :'J SEAL 0 ycn J 0-1781 '-0 uw Plamrby Cmdzw Ardiifedurc ,,,,pHuuurhrrr CiW Enpvaerleg UrbmrDedp S=�Q;.•O�(�55/O,I; /'%�� 150 FmjdWlle Sheet 4� 9r Suite 950 Raleigh, North Cmalbm 27601 F FTela 919.719.1800 Fat 919. 7[9. 1819 '.� �N.,•�1•.ti'C I NEF'� q-` .opmmm.emnh..CX w%!fovk pF\ ua 4%%%/25 1 CONSfvk\J OT SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC 0 BUILDING PROJECT NORTH PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION DEMOLITION PLAN SHEET NUMBER a C102 ZONING CODE SUMMARY PROJECT NAME: ECU SCHOOL OF DENTAL MEDICINE SERVICE LEAIiJJG CENTER 2 PIN: 891402875550 ADDRESS: 1161 NORTH ROAD STREET B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f W .bjac.com s • , • �13d13•DL`[a1 116 W. JONES STREET RALEIGH, NC 27699 919.807.2425 APPLICANT: \ I SITE EAST CAROLINA UNIVERSITY 1001 E. FOURTH STREET\ GREENVILLE, NC 27858 ��POQ- �OSOO� 252.328.6858 P \ \ \ J1 DESIGNER:92- COLEJENEST & STONE, PA. 150 FAYETTEVILLE ST., STE 950 \ RALEIGH, NC 27607 \ \ KNC$$5 CREEK DR 919.719.1800 ZONING: GB (GENERAL BUSINESS) JURISDICTION: CITY OF ELIZABETH CITY { \ 17 BUS PROPOSED USE: DENTAL CLINIC BUILDING HEIGHT: 25' STORIES: 1 WILLIAM A. LEHMANN BUILDING COVERAGE: 7,800 SF GROSS FLOOR AREA: 7,800 SF LOT 2, VILLA ACRES LOT SIZE: 1.92 ACRES NUMBER OF UNITS/SUITES: 1 \� MB 6, P 8 `. VICINITY MAP N.T.S. YARD REQUIREMENTS: { PIN 891402873312 l SETBACK (FRONT): 20' ZONED R-15 r TOPOGRAPHIC AND BASE SURVEY INFORMATION OBTAINED FROM McDOWELL SIDE YARD (L): 0' `I AND ASSOCIATES, P.A. THIS INFORMATION ORIGINALLY ISSUED AND SEALED REAR YARD: 15' BY RONNIE L. SPIVEY, NCPLS L-2820, ON OCTOBER 20, 2010. SIDE YARD (R): 0' I r I LOT 1 REQUIRED BUFFERS: % FRONT: 25' VILLA ACRES SIDE (L): 15' 0 VILLA DRIVE ME 6. P 8 LEGEND REAR: 15' (4) BOLLARDS AT DUMPSTER SYMBOL DETAIL SIDE (R): N/A / SEE DTL. 9/C701 PROPIMPERVIOUS COVERAGE: / / ENCLOSURE NTH STEEL DUMPSTER ` PROPOSED SIDEWALK 8/C701 STER CURRENT PLAN PROPOSED FUTURE ADDITION / REFER TO WITH SITU ATE; \ ,- _ '•'- -- • "� ,:. ._ REFER TO ARCHITECTURAL --- BUILDING: 7,848 SF 1,862 SF '/r / DRAWINGS FOR DETAILS \ PAVEMENT: 20,734 SF 2,060 SF �•"'_,---""""-`P% SIDEWALKS: 1,997 SF 433 SF TOTAL 30,579 SF 4,355 SF / ✓ SEE DB 395, P 442 FOR +- % COVERAGE: 36.5% 41.8% - �CITY OF ELIZABETH CITY ;-<:�' " / CONCRETE PASQUOTANK COUNTY I PROPOSED ACCESSIBLE RAMP 7/C701 ELECTRICAL EASEMENT r / 27.00' DUMPSTER DB 749, P 206 rr / UP TO 7 FUTURE PAD, SEE PIN 891402875559 PARKING DATA: /ER PARKING SPACES DTL 4/C701 ZONED 0 & I ARTICLE II OF THE ELIZABETH CITY LIDO Y %CAPE BUFF 0 ® ® FUTURE REQUIRES 3 PARKING SPACES PER EXAM ROOM �^ NDS CONNECTION BYAOTHERS PLUS ONE SPACE PER EMPLOYEE D /' & 1 p PROPOSED �. =� a PROPOSED ACCESSIBLE VAN SPACE -/- (TABLE 11-2-1, PG 11-20) - '0 jBpCK STORMWATER ' pt. 1" ® o /_SE 1 in 15. WETLAND o o -4 REQUIRED: (16 EXAM ROOMS) x (3) + (12 EMPLOYEES) x (1) = 60 SPACES PROPOSED CURB CUT 0 0 PROVIDED: 36 VEHICLE + 3 BICYCLE = 38 SPACES i - I! ---- 0 FOR DRAINAGE (PER AGREEMENT WITH CITY OF ELIZABETH CITY) \ / ,:' I 1 \ SEE DTL. 11/C704 111 500 PROPOSED ACCESSIBLE SIGN 15/C701 _... ._.. �.r . HANDICAP: 2 _ I D' �, PROPOSED STOP SIGN CONCRETE TRANSFORMER PROPOSED 20 ;. S� -/- / EQUIPMENT PAD PER PAD, SEE ARCH. SEGMENTAL 5 FUTURE PARKING SPACES SEE NOTE f�7 BELOW MECHANICAL PLANS EASEMENT W/0 ROAD CONNECTION *< \ 3 FUTURE PARKING SPACES 1 I - W/ ROAD CONNECTION ,.,, FUTURE BUILDING -- PIPE I, 4 PROPOSED T ELECTRICAL 1j EASEMENT TO THE CITY i /y\ EXPANSION AREA x Y4 RL - HEAVY DUTY CONCRETE / 701 OF ELIZABETH CITY 4 C ='IPE N 31'19'42" W--208.54` TC EX. IV- OPEN ,'M +'I I PROPOSED 20' ELECTRICAL EASEMENT SHED HEAVY DUTY BITUMINOUS CONCRETE 1B/C701 AT N31'04'29"W I I TO CITY OF ELIZABETH CITY 103.6T \6STNOZE511SWRALL EQUIPMENT YARD 6' 19.00' L 26 O' . 19.00 15.00' \ - 1'-6" CURB & GUTTER, TYP.1. e 5 7 \ SEE DETAIL 3 C701j L" � TIE FROM - N / I f PROPERTY I II N w gj In \ LIGHT DUTY BITUMINOUS CONCRETE 1A/C701 CORNER TO ( ACCESSIBLE RAMP ' __ l SEE DETAIL 7/C701 u COLUMN A-10 ' II r _ ACCESSIBLE PARKING & SIGNAGE 3� N58'55'30 _ I II \ PROPOSED V-6" CURB & GUTTER 3/C701 r^ 80.00' ECU SCHOOL OF DENTISTRY SEE DETAIL 14/C701 �; II SERVICE LEARNING CENTER 2 \� J I F F.F.E. = 8.67 I II I JI t \ CONCRETE I :7 Ii SIDEWALK, TYP. I I 3 BICYCLE RACKS; 1500 .1' OWNER FURNISHED, I I ® „ TiE FLOODP IN BOUNDARIES SHOIMV PROPOSED CURB CUT 11/C704 JUDITH EDWARDS, ET AL I I CONTRACTOR INSTALLED VjJ' HEREON WH E DETERMINED FROM `�' \ I I 4" N0. 5 I LIGHT DUTY ASPHALT PAVING FLOOD INSU' RANCE RATE MAP 3720 DB 1059, P ' 43 1 p WASHED AT PARKING BAYS, TYP. PIN 891462877204 \ K 6. 6' STONE FILL -- - 8914 00 K DATED DULY 19, 2005. �l 16t _ ZONED GB ',, k FLUSH CURB ° w MOUNTABLE AT DROP OFF CURB SEE DTL. 6/C701 I `4 PASQUOTANK COUNTY AKING AND MATERIALS PLAN NOTES R25 \ 20.00' 14.81' =2500 R95' .20 PROPOSED DB 749, P 206 I I I �7 1 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. ACCESSIBLE RAMP d. .:. PROPERTY LINE SEE DTL. 7/C701 \, - - 6" CONC. PIN 891402779346 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED. S31'04'29"E . WALK 1.92 ACRES ZONED GB 1 �$ 0 85.45' q ?? 08, -- h 1 3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING PROPOSEDti�o 8SS31'O,E29"E I PROPOSED LIGHT POLE, TYP.; �I I ` (P.O.B.) AND STAKE SITE AS INDICATED ON CONSTRUCTION DOCUMENTS ? f t PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY COLEJENEST & 24 49 REFER TO ELECTRICAL PLAN CURB CUT+r I� / STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES. FOR DRAINAGE '` � 14 � L=7.68 L=20.39 Nj1n � SEE DTL. 11/704 R=18.00 R=18.00 R t2 5 �^ N° Y�/ 1 I 4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR o OO 2 CENTERLINE UNLESS OTHERWISE NOTED. �r PROPOSED ONE WAY , �i �` R.10 58'55'31" ` OTIP. BENCHMARK q� / d��' i I 5. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH DROP-OFF DRIVE , �o04R:4.5' rn 85.454.50' S3855'31"W 60P NAIL ON WEST ,p l SPECIFICATIONS AND CONSTRUCTION DOCUMENTS. SIDE OF P 0 N31'0429"W 25' LANDSCAPE 0.3 , TRANSITION 2'-6" C & G ELEVATIONP7.25 ' /�w ' 6. ALL RADII SHALL BE S-6" (B.O.C.) UNLESS OTHERWISE NOTED. 6" CONCRETE PAVING ), -BUS- TO 1'-6" C & G, DATUM NAVD 88 / OVER 6" AGGREGATE I 20' SETBACK I= �7 SEE DTL. 1/C705 / BASE AT INSIDE OF ISLAND t R=18.00 _ 7. STOP SIGNS SHALL BE R1-1 30"x30". FUTURE FULL 8. ALL PAVEMENT MARKINGS SHALL BE LATEX PAINT. o END LIGHT DUTY m / 41.00' % ACCESS DRIVE q MOUNTABLE ASPHALT SET #� N 31'3 x1" W r0 EX a zEgaR CURB PAVING, TYP. R:35' V., �44.37' r 0435"E 1 pw S 31 •'R 79 E 3 1 LOODPLAIN NOTE -` NO CONSTRUCTION, DEVELOPMENT, OR STORAGE OF MATERIALS -_..._. PROPOSED MONUMENT SIGN, ___ ___. SEE ARCHITECTURAL PLANS I j SHALL BE ALLOWED BELOW THE 100 YEAR FLOOD PLAIN ELEVATION PROPOSED 15' UTILITY SEPARATE SIGN PERMIT IS OF 6.0 PER FLOOD INSURANCE RATE MAP NO 3720891400K, DATED —EASEMENT TO THE CITY -- JREQUIRED PRIOR TO INSTALLATION PROPOSED STOP SIGN MONOLITHIC JULY 19, 2005. OF ELIZABETH CITY SEE NOTE 7 CONC. ISLAND �� EXISTING DRIVEWAY I TO BE CLOSED / INSTALL =,r C`AL S7"REE T w' RAN NEW 2'-6" C & G TO-- � TIE INTO EXISTING ____��_� ___ __.-_ -.._ TRAFFIC CONTROL SIGNS STOP R,-, J i % EXISTING DRIVEWAY I \ O R6-1 TO BE MODIFIED FOR ¢ RIGHT-IN/RIGHT-OUT\ SERVICE; SEE DETAIL 13/C701 APPROXIMATE LOCATION O R3-2 EXISTING TRAFFIC SIGNAL \ .l SCALE: 1 "=30' 0 15 30 FOR REVIEW Fes......... ST a SEAL 3 J ; C-1361 O t.& C.107 R= Iand Planning Landscape Architecture ivil r1CARO N,Urban Design Engineering �Q : "ESS�''• i •Q�� Oti9 •:� Suite 950 150 Fayetteville Street Q L Raleigh, North Carolina 27601 • Tel 919. 719. 1800 Fax 919. 719. 1819 �� •;F�L0.1 `�` umv.colejeneststone.com ' ODD ..F \S1 '. wr�wur1u�P07/27/11 SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION 1 07.27.11 PERMIT REVISIONS SITE PLAN < SHEET NUMBERW_�� a C20160 z u VS LEGEND smeo� nErelL SILT FENCE 1/C702 B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www,bjac.com LOT 1 VILLA ACRES MB6.P8 TEMPORARY 2 yyily''�r/ SEDIMENT 3 of BASIN :N a�► i '�% :.,10 l�10 JUDITH EDWARDS, ET AL DB 1059, P 643 PIN 891462877204 ZONED GB T4 ACRES . P S CONSTRUCTION SEQUENCE EROSION CONTROL NOTES CONTRACTOR SHALL: 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND/OR STATE STANDARDS. 1. OBTAIN GRADING PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. 2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION 2. SET UP AN ON —SITE PRECONSTRUCTION CONFERENCE WITH INSPECTOR TO DISCUSS CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION. THE CONTRACTOR EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC INSPECTIONS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND CAN BE CONDUCTED AT APPROPRIATE STAGES OF CONSTRUCTION. IS SUBJECT TO A FINE. 3. INSTALL TREE PROTECTION FENCE, CONSTRUCTION ENTRANCE, SILT FENCE AND 3. THE TOTAL DISTURBED AREA IS 1.80 ACRES. OTHER SEDIMENT CONTROL DEVICES AS SHOWN ON STAGE 1 PLAN. 4. INSTALL SEDIMENT BASIN WITH PERMANENT OUTFALL CHANNEL. STABILIZE CHANNEL WITH EROSION CONTROL MATTING. 4. THE TOTAL SITE ACREAGE IS 1.92 ACRES. 5. CALL FOR AN ON —SITE INSPECTION. WHEN APPROVED, BEGIN DEMOLITION, CLEARING, 5. THE SOIL CLASSIFICATION IS BeA (BERTIE FINE SANDY LOAM). AND GRADING. 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 7. COMPLETE ALL SITE IMPROVEMENTS. 6. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE 8. PLANT/STABILIZE REMAINDER OF SITE WITH PERMANENT VEGETATION PER THE FIELD BY CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR'S LANDSCAPE PLAN. RECOMMENDATIONS. 9. REMOVE ACCUMULATED SEDIMENT FROM BASIN AREA AND COMPLETE BASIN CONTOURING PER THE GRADING PLAN. 7, ADDITIONAL EROSION CONTROL DEVICES MAY BE REWIRED DUE TO FIELD CONDITIONS 10. REQUEST ON —SITE INSPECTION. OR AS DIRECTED BY THE INSPECTOR. 11. REMOVE ALL EROSION CONTROL DEVICES UPON APPROVAL OF THE EROSION CONTROL INSPECTOR AND STABILIZE DISTURBED AREAS. B. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO 12. INSTALL FINAL PLANTING AT STORMWATER BASIN PER THE LANDSCAPE PLAN. DRAIN TO EROSION CONTROL DEVICES. 9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE INDICATED ON THE CONSTRUCTION DOCUMENTS. ALL GRADED SLOPES SHALL BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. 1 SCALE: 1"=30' 0 15 30 60 S.4� FOR REVIEW ' oo�0. 0 W : SEAL J • C-17B1 p :• C-107 Lad Pk11i1 v `,00111111111/111/,�� . �N CARQ 4 4 U" Dair �%,%2�e;: �F ASS/� 9 150 Feydimilk Shed 4� 9�' Store 950 1North Cm27601 � • • ��. • .N0I Nc "4; Td9971.10 Far9l9.719.I819 wu e.rokptestaone.cont ODD IF\5��.�` , �u1u11, 1111 05/25 1 .TvLU�,oN cotAs NpT PoR SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC 0 BUILDING PROJECT NORTH PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION EROSION CONTROL STAGE 1 a SHEET NUMBER a C301 LOT 1 VILLA ACRES MB 6, P 8 PROPOSED DRAINAGE DITCH 9 SEE DTL 9/0704 JUDITH EDWARDS, ET AL DB 1059, P 643 PIN 891462677204 ZONED GB PROPOSED FILTER BERM SEE DETAIL 15/C704 SILT FENCE, TYP. SEE OTL I/C702 a a a a ......................... ------- • REFER TO SHEET C301 FOR EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE. WILLIAM A. LEHMANN LOT 2, VILLA ACRES MEI 6. P 8 PIN 891402873312 ZONED R-15 TEMPORARY SEDIMENT BASIN WITH SOMMER i -SEE DETAILS 2 & 3/C705 . . .... .... SEDIMENT BASIN NO. 1 310� ECU SCHOOL OF DENTISTRY SERVICE LEARNING CENTER F.F.E. = 8.67 LEGEND SYMBOL DETAII SILT FENCE 1 /C702 MATCHLINE - SEE INSET I PAS QUOTANK COUNTY DB 749, P 206 PIN 891402779346 ZONED GB ?INLET PROTECTION. SEE DTL 7/C702 PROPOSED 211 CONSTRUCTION ENTRANCE. 00 SEE DTIL 4/C702 �i, /_ • 1 \ .00 6.00 BENCHMARK 000 1 60P NAIL ON WEST 00 00 SIDE OF PP SETDA ov 0 I ELEVATION 7.25 ATUMNAVD 88 0 0000100, 0000 7 000 0000 x . . . . . . .... ........... ......................... ................ ------------ ... ..... . . .. . ..................... ............. . ................ . . ................ . . ..... . .............. . ... . ........ . .. . ........ . . ------ I .. . ........... ............. . .................... .................. . . ............... . .. . ..... . ............... . ... . . ....... . . . ... ........... . . . .. ..... . . .... . ................. .............. . ... ................... . . ............. . ................... . ... ................. ..................... ... . ......... . ............... SITE miloill' VICINITY MAP N.T.S. (±) TOPOGRAPHIC AND BASE SURVEY INFORMATION OBTAINED FROM MCDOWELL AND ASSOCIATES, P.A. THIS INFORMATION ORIGINALLY ISSUED AND SEALED BY RONNIE L. SPIVEY, NCPLS L-2820, ON OCTOBER 20, 2010. T 4 ACRES 1, P 8 INSET 1 I EXISTING )f PINCHED PIPE 0. �27e LINE OUTFALL DITCH A SEE DETAIL 9/C704 %P MAtCHI-11"ll SCALE: 1" = 30' SCALE: I..=30' 0 15 30 60 B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www.bjac.com FOR REVIEW & 0 �yo 0 0 % L3."- SEAL pc-i - m C-103 0 LOW Plm* CAROB', Lm4%W Ardibolum CW EmOwr* urban Ddpn V-S 10 'ate 150 F.&,W& SO,* 7r%7 suite 950 RaW, North Curaffm 27601 -P Tel 919. 719. 1800 Fax 919.719. 1819 cv%OtA coos Vvku For, SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF )ENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC 0 BUILDING PROJECT NORTH PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION EROSION CONTROL STAGE 2 SHEET NUMBER C302 MATCHLINE SEE INSET 1 LEGEND w a Ili i 0 \ SYMBOL PROPOSED CONTOUR \ \ ^\ \\\ OUTFALL DITCH 'A' I 1pp PROPOSED INDEX CONTOUR \ h\ \ \ SEE DETAIL 9/C704 \ GRADE DITCH \ \ \ \ \ AT 0.33% \ EXISTING CONTOUR °i \ ( \\ - ,�? \ 100.00• PROPOSED SPOT ELEVATION \ \ 5 \ WILLIAM A. LEHMANN {) \ \ \ �y, PROPOSED 20' DRAINAGE \ \ S \ , \ \ EASEMENT CENTERED ON \ LOT 2, VILLA ACRES S CHANNELMB \ • 1 \ \ \ EXISTING SPOT ELEVATION PIN 891402873312 1{ } 1 ZONED R-15 a 1 PROPOSED HIGH POINT LOT 1 STORMWATER WETLAND PERMANENT POOL ELEV. = 4.0 \ VILLA ACRES /`' SEE DETAIL 3/C704 MB 6, P 8 PROPOSED DRAINAGE SWALE PROPOSED STORM DRAINAGE �••` ,.>- _,"SEE DB 395, P 442 FOR \ ; / CITY OF ELIZABETH CITY = ri ' / ( PASQUOTANK COUNTY ELECTRICAL EASEMENT / / 1\ PIN 891402875559 ++? \ , - --' /6. ZONED 0 & I PROPOSED CURB INLET 6.40 6 _ .._ _ _. 5 0 �0% J/ 6_5 _ )I) „ 4`` _< PROPOSED DROP INLET .60 0. ='` _ 5 ` :.\ tit .3 ,----- \(5 1 ,6 5 6.55 N O \ i 4 , ' • W +( ;3.5" ' . - - \ B•0 6.25 DITCH D PROPOSED MANHOLE 4.5 k' '' I = _ v SEE DTL. 9/C704 m_ 1 1 �•, 49 145+.' / .. / 5.75 �. 1 5.5 y ..1I ay CURB CUT FOR \ \ /^� DRAINAGE SEE DTL. 11 C704 _ _ _ _ ROOFDRAIN LINE WITH CLEANOUT i ;ii t ,.'.. ^.. /�ifi _ :, 'a \ OPEN PiP1 tliv°s + i` 1 ..' 1725 "1}k" TO EX, 1v' OFEN P!P?:- - \ O - ri PIPE - - 6 N a< PIPE OUTLET W/ 1 i k ; 13 1 2 \ 1\ RIP -RAP APRON Q h4 / 8.10 g•1 FES W/ RIP -RAP O 6.5 \ SEE DETAIL 2/C704 °. / APRON; SEE �,7.5 DITCH C 1 ' DTL 8/C702 ` I TRANSFORMER PAD SEE DTL. 9/C704 , kill B 1�14LA m 1 5 +\' \ ' \ 8.10. 'i 8 AT 8.1 ELEVATIONDITCH aJ SEE DTL. 9/C704 \ , n a s, 4 ° \ °* 14 ®- , \ \ y} 75 15 7 6 5 5 ECU SCHOOL OF DENTISTRY I. 7.50 \ 15 9 I II SERVICE LEARNING CENTER I 7.40 F.F.E. 8.67 WALK FLUSH WITH PAVEMENT Qo, i �I �r 15 $ 7.55 M AT LOADING ZONE p/ THE FLOOD�AIN BOUNDARIES SHOWN JUDITH EDWARDS, ET AL \ k \� I I� TZ 11 10 9 DITCH 'D' +�,> HEREON W4RE DETERMINED FROM DB 1059, P 643 \ L, 7.50 �/ FLOOD INSt� ANCE RATE MAP 3720 cP l m C d, SEE DTL. 9/C704 PIN 891462877204 _ �. s,5 16 I tis .45 40_�: �`4 ,.� J/ 8974 00 K(DATED DULY 79, 2005. =sa A/ f BBB CTj ZONED GB \a T65 8.05 8.4 t3.I' 5, IE S 7.50 4,+yEy. + V `o- 1 I� 3 7.80 + PASQUOTANK COUNTY 17 128. r • 5.1 DB 749, P 206 1 • \.6.2 • •4" .* PIN 891402779346 nay 4 �� 8.3 tre ZONED GB / A CURB CUT FOR DRAINAGE 1 ' - +,r 7.5 7.8 .� SEE DTL. 11/C704 V < \ .80 5 .4 1 7.5 2 8. \ ;. .5 6. RAMP GUTTER 8.0 & PAVEMENT \ \ \ P TO FLUSH 8. 8.0 8.0. .05 CONDITION AT �75 8. +`1 BENCHMARK �� /• � 1�Ii` ) \ DROP OFF 60P NAIL ON WEST \ SEE DTL. 6/C701 I SIDE OF PP 7.0 ,-SETBAC I ELEVATION 7.25 8 +� Q%DATUM NAVD 88 �yy IJJ 01 17 6 • ;yw .-r.� /• B I E 1 ittV '-� _ - ` O a> to :�Ei rT-= /'/ N 3'=3715 W ,�,5' To EX.�I c. 4 REggR - AR 4' 1' ;7t"r-RCf \-t.: ,- ...;s'� .._- '-,-:a.'1+3•FgS-�i-=,_.:-,_ `, _. -- - - -' `t-2' -_ -_ F;iM 4.85 �w__-d'tdATt FRS _ . `-- Tc, Li,9 �� GRADE DITCH TO DRAIN 5.9 EXISTING INLET do 12" RCP WHERE DRIVEWAY PIPE EXTEND EXISTING 12" RCP TO REMAIN; CLEAR ALL ACCUMULATED - WAS REMOVED -----_. -'" 22 LF UNDER PROPOSED DRIVE -- - SEDIMENT DEBRIS FROM PIPE TO RESTORE FUNCTION INSTALL 12" FES _ s 1 r.s VCRTH (i' AHD S k' f T - \ ✓ 1 LINE DITCH WITH EROSION CONTROL_ - I FABRIC (NORTH AMERICAN GREEN SC150 OR EQUIVALENT) AND SEED, TYP.- � \ I __ ___� ___,_� --' - ROOF DRAINAGE SCHEDULE _----------------------7-- FROM TO LENGTH (FT) SIZE (IN) MATERIAL INV OUT (FT) INV IN (FT) SLOPE (FT/FT) UPSTREAM RIM ( I, ELEV (FT) \ dj CO-7 CO-6 29 6 PVC 6.50 6.00 0.017 8.17 \ �1NG5B J A C pR � 811 W. Hargett St., Raleigh, NC 27603 DETAIL 919.833.8818v 919.833.6898f www.bjac.com -/- P \xe GPI. -/- SITE O CREEK DR KN�BgS -/- 17 BUS IN VICINITY MAP N.T.S. T TOPOGRAPHIC AND BASE SURVEY INFORMATION OBTAINED FROM McDOWELL AND ASSOCIATES, P.A. THIS INFORMATION ORIGINALLY ISSUED AND SEALED BY RONNIE L. SPIVEY, NCPLS L-2820, ON OCTOBER 20, 2010. GRADING AND DRAINAGE NOTES: -/- 1. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE FOR REVIEW CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. V 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED�i& EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A��cs.•••••••S% O FINE. (�;ottiP°R•a�;•.••2 O -/ _ � ? W SEAL s^ •. �^ 3. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD J • SAL Q �. 0 v ; n cA 11 c CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY 1�a 1,2/C703 OWNERS. null, Land Planning Landscape Architecture 4. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL p"uumn � ,ei� Civil Engineering MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB. CARO�,,i Urban Design ,.%`\A 3,9/C703 5. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS :�Oe.'•FESS = _:' � ti9 y Q 150 Fayetteville Street SHALL SLOPE AWAY FROM BUILDINGS) AT 2.0% MAXIMUM. Q r Suite 950 L Raleigh, North Carolina 27601 6. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE ;_ _ Tel 919.719. 1800 CONSTRUCTION. i �!lp • ��` Fax919.719.1819 0I Nic, www.coleleneststone.com 11/C701 7' FOR SLOPE CONSTRUCTON 3:1 AND STEEPER THE ,'',"°',•,00D„ COORLITY DINATEICAL ENGINEER THE T S TH A FoS,r�°`` SHALL AON PLANNED ORH SLOPES FOLLOOW 07/27/11 RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED 1/C704 TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN 2/C702 S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. -------------------------- ORIGIN OF WETLAND - \ \ FLAGGING' UNKNOWN LOT 6 VILLA ACRES \: MB6,P8 \ \ OUTFALL DITCH 'A' \ SEE DETAIL 9/C704 \ \ GRADE DITCH / \ AT 0.33% i J � \t J PROPOSED 20' DRAINAGE EASMENT CENTERED ON CHANNEL LOT 4 VILLA ACRES \ \' \• MB6,P8 \\ \ 4, to EXISTING V PINCHED PIPE \ 0.27' SOUTH PERTY \ \\ \\ LINE + \ \ INSET 1 SCALE: 1" = 30' CO-6 CO-5 9 6 PVC 6.00 5.85 0.017 8.00 STORM DRAINAGE SCHEDULE \ CO-12 CO-11 13 6 PVC 7.00 6.85 0.012 8.60 \ CO-11 CO-10 20 6 PVC 6.85 6.65 0.010 8.60 UPSTREAM RIM \.\ FROM TO LENGTH (FT) SIZE (IN) MATERIAL INV OUT (FT) INV IN (FT) SLOPE (FT/FT) CO-10 CO-9 24 6 PVC 6.65 6.40 0.010 8.45 ELEV (FT) 1 CO-9 CO-8 12 6 PVC 6.40 6.25 0.013 8.40 CI-4 DI-3 11 12 PVC 6.00 5.85 0.014 7.50 CO-17 CO-16 14 6 PVC 6.50 6.35 0.011 8.17 DI-3 CO-8 18 12 PVC 5.85 5.75 0.006 7.75 CO = CLEANOUT Cl = CURB INLET CO-16 CO-14 73 6 PVC 6.35 5.60 0.010 8.17 CO-8 CO-5 74 12 PVC 5.75 5.35 0.005 8.05 DI = DROP INLET CO-15 CO-14 51 6 PVC 6.50 5.60 0.018 8.17 CO-5 MH-2 26 12 PVC 5.35 5.20 0.006 7.85 MH = MANHOLE FES= FLARED END SECTION CO-14 HW-13 24 8 PVC 5.60 5.25 0.015 8.00 MH-2 FES-1 34 12 RCP 5.20 5.00 0.006 7.35 HW = HEADWALL / PIPE OUTLET SCO ID#: 07-07054-02D EAST CARO L I NA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25111 REVISIONS MARK DATE DESCRIPTION 1 D7 97 11 PERMIT REVISIONS GRADING AND DRAINAGE PLAN SCALE: 11.40' a SHEET NUMBER a C401 0 15 30 60' N PLANT SCHEDULE '�9R ono BOTANICAL NAME SIZE ROOT SPAC'G NOTES V TREES ACBU 10 TRIDENT ACER 10'-12' B&B A.I. MULTI -STEM MAPLE BUERGERANUM HT. 3-5 STEMS (WHITE) , ` - o LAIN 7 CRAPE MYRTLE LAGERSTROEMIA INDICA 10'-12' B&B A.I. MULTI -STEM 'NATCHEZ' HT. 3-5 STEMS (WHITE) 4 \ \ �•tiGP QUA 2 LIVE OAK QUERCUS VIRGINIANA CAL.3" B&B A,I. c'T� \ ; v p� ULPA 4 BOSQUE ELM ULMUS PARVIFOLIA 2.5-3" B&B A.I. 'BOSQUE' CAL. \ \ \ SHRUEIS RORA 58 SUNNY KNOCKOUT ROSA 'RADSUNNY' 30"-36" HT. CONT. 4' OC FRAGRANT TENDER QBBS CREEK DR ROSE GAJR 67 RADICANS GARDENIA JASMINOIDES 30" 36" HT. CONT. 3' O.C. ' GARDENIA 'RADICANS' N17 RHUY 40 YEDDO RHAPHIOLEPIS UMBELLATA 30"-36" HT. CONT. 5' O.C. \ N \` \ \ \\ BUS HAWTHORN 1 t CH 42 CARISSA HOLLY ILEX CORNUTA 30"-36" HT. CONT. 3.5' O.C. '-' `' \ ,\ N �, VICINITY MAP N.T.S. 'CARISSA' 61 u1 \ 1 ILNS 15 NELLIE STEVENS ILEX 'NELLIE R. STEVENS' 8B&B A.I. \ , > > ,\ ` HOLLY HT. 1 \ TOPOGRAPHIC AND BASE SURVEY INFORMATION OBTAINED FROM McDOWELL 15' LANDSCAPE \ %' AND ASSOCIATES, P.A. THIS INFORMATION ORIGINALLY ISSUED AND SEALED BUFFER GROUNDCOVER AND VINES 1 ! i yti I \ BY RONNIE L. SPIVEY, NCPLS L-2820, ON OCTOBER 20, 2010. SOD 1,720 SF BERMUDA S.F. l/ / - \ 'TIFTON 419E jt '' ! I I F(,FN SEED 34,648 SF BERMUDA S.F. SUPPLEMENT WITH RYE IF / ' 11 r'f "�^" •D 'SAVANNAH' PLANTED OUT OF SEASON y /' �' ' / SYMBOL DETAIL LIMU 379 SF BIG BLUE LIRIOPE MUSCARI S.F. 1, O.C. LILY TURF 'BIG BLUE' �•. -�`� I - PROPOSED TREE 7/C703 EXISTING VEGETATIONSPROPOSED SHRUBS TO REMAIN - /' ' 13/C703 i SS/ r 3 ILNS PROPOSED SOD -/- / EXISTING TYPICAL y _ 3 ILNS 7 PROPOSED SEED -/- CYRA v 8 ROPA \ ----- +. .a: WETLAND + .., t:.:_,+. 4.:.': " . . SHE ALE01M L \ D+.O PROPOSED GROUNDCOVER 5 CO3 .+:,« •. .`i 't�yy��o i,." + 4. GRAVEL' jr : !._ .�. � ;:a, \ N 7 CLAL }.+ 6. ITVI- \ �� + + +++++++ WETLAND -SHALLOW WATER -/- .. + I_ \a • 9 ARAR CYRA I I 1 \ 1 , . CLAL r .,..- . , _...�*� WETLAND - SHALLOW LAND -/- 6 IIVI \ VYEiLAND --- -- --- -- -- ---- Y � T ' yip..._ . \1 ULPA "4 " B.VACR 5 CH 5-HYDE 34648. SF SEED I f �i 6 GH II o1 1: PLANTING NOTES 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF I USA STANDARDS FOR NURSERY STOCK-, Y THE AMERICAN ASSOCIATION OF NURSERYMAN, INC. _ �I K" B N I GAJR \`1 . . . 6 RHUY s, 5 GAJR _ .-.r 4 $ 2. HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE PRECEDENCE OVER . if, _.. ` ... e� 7 F LIMU I ' CONTAINER SIZE AND CALIPER. 36 SE LIMU, I \ - 13 CH _ I 1 ULPA 3. CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT THE CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL TOPSOIL IF NECESSARY FOR 5 RHAS � 12 RHUY T' MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS. 'a 15' LANDSCAPE BUFFER SYM # COMMON NAME BOTANICAL NAME SIZE ROOT SPAC'G NOTES WETLAND PLANTS - SHALLOW LAND 25 GREAT BLUE LOBELIA LOBELIA SIPHILITICA 4" CONT. 2' OC 25 NARROW PLUMEGRASS SACCHARUM BALDWINII 4" CONT. 2' OC 25 SPOTTED TRUMPETWEED EUPATORIADELPHUS MACULATUS 4" B&B 2' OC 25 QUILL SEDGE CAREX TENERA 4" CONT. 2' OC 25 SEASHORE MALLOW KOSTELETZKYA VIRGINICA 4" CONT. 2' OC PROVIDE EVEN DISTRIBUTION OF SHALLOW LAND AREA NOTED ON THE ABOVE PLANTS IN GROUPINGS TO PROVIDE ADEQUATE COVER OF THE NOTED THE PLAN. CLAL 12 SWEET PEPPERBUSH CLETHRA ALNIFOLIA 30"-36" HT. CONT. A.I. ITVI 12 VIRGINIA SWEETSPIRE ITEA VIRGINICA 30"-36" HT. CONT. A.I. ROPA 8 SWAMP ROSE ROSA PALUSTRIS 30"-36" HT. B&B A.I. COLA 8 LOBLOLLY BAY GORDONIA LASIANTHUS 30"-36" HT. CONT. A.I. COAM 6 SILKY DOGWOOD CORNUS AMOMUM 30"-36" HT. CONT. A.I. CYRA 11 TITI CYRILLA RACEMIFLORA 30"-36" HT. B&B A.I. VACR 8 CREEPING BLUEBERRY VACCINIUM CRASSIFOLIUM 30"-36" HT. CONT. A.I. HYDE 5 BUSHY ST. JOHNSWORT HYPERICUM DENSIFLORUM 30"-36" HT. CONT. A.I. ARAR 9 RED CHOKEBERRY ARONIA ARBUTIFOLIA 30"-36" HT. CONT. A.I. PROVIDE EVEN DISTRIBUTION OF THE ABOVE PLANTS IN GROUPINGS TO PROVIDE ADEQUATE COVER OF THE NOTED SHALLOW WATER AREA NOTED ON THE PLAN. . �':• �'� E ! e 4. CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD BARK. ' 31.SF IJIMUj. - 4 GAJR 12 CONTRACTOR SHALL MULCH ALL ANNUAL/PERENNIAL BEDS WITH 1" PINE BARK FINES. GAJR ''I fir f -• � ;/' , 2 CHI' `�� p 5. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE 8 GAJR ,. CONTRACTOR. 6 .CH 2 LAIN rl '` -""' 176 SF LIMY 6. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN DIAMETER, AND ALL t Ij62 SFLIMU - \ - CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER WHICH 3 CH - $/ IX WOULD BE HARMFUL, OR PREVENT PROPER ESTABLISHMENT AND/OR MAINTENANCE OF LAWN AND 11 1 ULPA O I I +a PLANTING AREAS. 4 CH I ' 7. IN PLANTING BED AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR 6 RH Y. -� "'"* i i SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR ACBU GAJR 1 LAIN 5 RH3 LAIN "� ",. ) j j ° SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS. 16 �(� 543 SF SOD Ij jl � 4 CH 645 SF SOD 8. SEE SHEET C703 FOR PLANTING DETAILS. I I )i I i �,%'+•,;:r'.•: .�• 1'' 6 GAJR I , I j I 9. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL INSTALLATION. v 1 ULPA ALAN ` •',,�~ i I I 10. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE NORTH CAROLINA 518SF SOD Ij - jl! DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION DEPARTMENT. GQ n \ t 0, 11. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED BY THE v 0 3 ILNS 25' LANDSCAPE BUFFER •`Y.i'; " f 2 QUVI S 1 CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. CONTRACTOR SHALL REMOVE � 1 -0- .,• II j� TOP 1/3 OF THE BURLAP FROM ROOT BALL. 12. FOR NEW TREE PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL SUB -BASE • _ "�,_ R AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR AMEND THE TOP 24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL/PLANTING MIX STANDARDS FOR TREES. \it',cn 1 '- " gGAJR . o 5 GAJR . _ 5-GAJR _.. 5 JR _ u. y _ _ . _.._ �. -- --@» --- �---'I 13. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR .v. .__ I -- - -.-.-:-----•- + --- . . , - TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CONTRACTOR SHALL CONTACT ' , - ZONING OFFICIAL TO RESOLVE BEFORE PLANTING _ __ - `• " " - ~ ""-'-"--' - -- "` "' -' ' T SS SSA �� 14. MINIMUM TREE SIZE AT PLANING SHALL BE TWO INCH CALIPER (FOR SINGLE STEM TREES). ALL -- -�- -SS S ._ S _ _. _ __ PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO FIVE TRUNKS AND A MINIMUM EIGHT a3SS� - SS SS.F� 5S -.,5- \ a. MULTI -STEM LL RM, M IMU , -� �'� ._ --- e -^ --_ �','�-�`-` ---- R FEET TALL. 4 ACBU ��`\ j 15. INSTALLER SHALL AGREE TO REPAIR OR REPLACE PLANTINGS THAT FAIL IN MATERIALS, WORKMANSHIP, OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD. SEE PLANTING SPECIFICATIONS FOR WARRANTY - - PERIOD AND FAILURE DESCRIPTIONS. SYM # COMMON NAME BOTANICAL NAME SIZE ROOT SPAC'G NOTES 16. LANDSCAPE CONTRACT SCOPE SHALL INCLUDE FULL MAINTENANCE SERVICE FOR INSTALLED LANDSCAPE FROM DATE OF INSTALLATION THROUGH A PERIOD OF 12 MONTHS FROM THE DATE OF WETLAND PLANTS - SHALLOW WATER LANDSCAPE REOUIREMENTS PER ELIZABETH CITY DEVELOPMENT STANDARDS BUILDING OCCUPANCY BY OWNER. REFER TO PROJECT SPECIFICATIONS. 45 SOFT RUSH JUNCUS EFFUSUS 4" CONT. 2' OC SHADE TREES IN STREET REQUIRED: 1TREE PER 50' LINEAR BUFFER PROVIDED: i6 TREES, 40' O.C. 17. FOR SEEDED AREAS, AN ACCEPTABLE LAWN AT THE END OF THE MAINTENANCE PERIOD SHALL CONSIST OF A VAR. PYLAEI & PROPERTY LINE BUFFER 779E 50 R 50' TREES HEALTHY, UNIFORM, CLOSE STAND OF GRASS, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH TOTAL / GRASS COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SO. FT. AND BARE SPOTS NOT EXCEEDING 5 BY 5 45 DUCK POTATO SAGITTARIA LATIFOLIA 4" CONT. 2' OC SHRUBS IN STREET & REQUIRED: PLANTED ON CENTER OR STAGGERED PROVIDED: 4-5' O.C. INCHES, MATH AT LEAST 85% OF THE TOTAL GRASS COVERAGE CONSISTING OF BERMUDA. REFER TO SPECIFICATIONS. PROPERTY LINE BUFFER NO MORE THAN 5' APART 45 PICKERELWEED PONTEDERIA CORDATA 4" B&B 2' OC SHADE TREES WITHIN REQUIRED: 1TREE PER 2000 FT.' TOTAL VSA PROVIDED: 14 TREES, 40' O.C. PARKING LOT 21,355'/2000 = a10 TREES 45 SOFT STEM SCHOENOPLECTUS 4" CONT. 2' OC SHRUBS WITHIN REQUIRED: 1SHRUB PER 500 FT.' TOTAL VSA PROVIDED: ±71 SHRUBS BULRUSH TABERNAEMONTANI PARKING LOT 21,355/500 = a43 SHRUBS ADJACENT TO PARKING LOT 45 ARROW ARUM PELTANDRA VIRGINICA 4" CONT. 2' OC 45 SWEETFLAG ACORUS SUBCORDATUM 4" CONT. 2' OC 45 BLUE FLAG IRIS IRIS MRGINICA 4" CONT. 2' OC 45 WOOLGRASS SCIRPUS CYPERINUS 4" B&B 2' OC 45 PRIMROSE WILLOW LUDWIGIA SPP. 4" CONT. 2' OC B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www.bjac.com FOR REVIEW OF 0 •papl741'. O SEAL W SEAL s^ l J , C 1361 '.. C 10.31�.N/1R v . .?rcnad �AN i �t��,` Land Planning ,C �i Landscape Architecture Civil Engineering P10RTN •• Urban Design jaw•:'�pS1DS 150 Fayetteville Street Q : ~ • N 23 Suite 950 Raleigh, North Carolina 27601 Tel 919. 719. 1800 ,• �„>ti .: �� Fax 919. 719.1819 olejeneststom.wm SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION 1 07 97 11 PFRMIT RFVIRION8 'LANTING PLAN 45 WATER PLANTAIN ALISMA SUBCORDATUM 4" CONT. 2' OC SCALE: 1"=30' a SHEET NUMBER?� U 0 15 30 60 UOU I 2 N iu WJ� P ONLY REO'D O VAN ACCESUTCO CONDITION 1: PEDESTRIAN PATH ACCESSIBLE SPACES ACCESSIBLE SPACES DOES NOT PASS UNDER OR AROUND SIGN CONDITION 2: PEDESTRIAN PATH �1CJLI IVLLJ GOES BY, UNDER, OR AROUND PARKING SIGN 0 ^ LPENALTY F F z Z 0 Z0 U U °D f0 FINISH GRADE SAW CUT AAnND inuc AND TACK EXISTING PAVEMENT NEXISTING PAVEMENT EW S9.5B ASPHALT 2' MINIMU On°o0OA0.,S8 000 p00apo0o0o0 oO•Oop0000aDo0opOe?Qo °p0000 00, O"' O o ; O o NEW ABC 12 MINIMUM DEPTH • 0 0 0p0 $ ; •p O 0. OR 6" B25.OB ASPHALT BASE .0.'0 o. p c EXISTING ABC 000 Q O 0.0 00 000 o 0-0-0 0 0 0 0 0 0.13 EXISTING ABC EXISTING SUBGRADE NOTES: 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100X OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE RBNSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 2' THICK. S. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH LEVEL PATCH. 6" 6' SCH 40 GALVANIZED STEEL PIPE FILLED W/ CONCRETE �__ ROUNDED CONCRETE TOP NOTES: 1. SEE PLAN FOR NUMBER OF POSTS TO BE USED. 2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER. ASPHALT PAVEMENT REPAIR N.T.S. (12) I BOLLARD DETAIL N.T.S. ( 9 JOINT SEALER 1/W RADIUS - 1/8' TO 1/4' a ... JOINT FILLER • �1/4. GROOVE JOINT EXPANSION JOINT 1/2' EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) MIN. 1/4' PER PROPOSED CURB AND GUTTER 4' COMPACTED AGGREGATE BASE PROPOgD 4' CONCRETE GENERAL NOTES 1. A GROOVE JOINT 1- DEEP WITH 1/8' RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED ON PLANS. ONE 1/2' EXPANSION JOINT MALL BE REWIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/coNSTRUCnON JOINT IN ADJACENT CURB. A SEALED 1/2' EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2, CONCRETE COMPRESSIVE STRENGTH SMALL BE 3500 PSI, IN 28 DAYS. EXTEND ASPHALT SPHA L PAVING TO FACE OF CURB END CONC. GUTTER END CONC. GUTTER 10' 20' 10' RAMP PAVEMENT UP TO CURB ELEVATION It 10' RADIUS 6' 2'-0" 3' RADIUS RADIUS N • Aw m 'o STANDARD 2'-6" CURR AND GUTTER 1/2- 6" 1'-0" _ RADIUS 1/8 3" RADIUS RADIUS N � m STANDARD V-6' 1'-6" CURB AND GUTTER NOTES: FLUSH CURB 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. & PAVEMENT 2 CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES. A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS 10' IN ABUTTING SIDEWALK. 4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT SEALER. 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 P.S.I. IN 28 DAYS. B. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 7. TOP 12" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 10OX STANDARD PROCTOR DENSITY. WSRION AT FLUSH CURB KT,8 2j CONCRETE CURB AND GUTTER N.T.S. O3 NON-ABSORBANT BACKER LOW MODULUS SILICONE JOINT SEALANT ROD 25% LARGER THAN LOW MODULUS SILICONE JOINT WIDTH CONCRETE PAVING JOINT SEALANT CONCRETE PAVING 1/2- JOINT AND FILLER INSTALL FULL DEPTH OF 1/Y JOINT AND FILLER• CONCRETE INSTALL FULL DEPTH OF CONCRETE WALL OR !-RIGID OBJECT °M` ROUND OR DIAMOND JLATE 7 PREFORMED JOINT FILLER DOWEL SEE TABLE I / SLAB THICKNESS (IN) DOWEL DIMENSIONS (IN) DOWEL CENTER -TO -CENTER SPACING (IN) ROUND DIAMOND ROUND DIAMOND 5- 6 'y4 X 14 X X 4-1 X 4-1 12 18 7- 8 1 X 16 % X 4_j X 4_j 12 18 9 - 12 1-j X 1 % X 4-1 X 4-4 12 20 NON-ABSORBANT BACKER ROD 25% LARGER THAN JOINT WIDTH PREFORMED JOINT FILLER TYPICAL EXPANSION JOINT 0 TYPICAL CONSTRUCTION JOINT NOTES: NON-ABSORBANT BACKER LOW MODULUS SILICONE 1. THICKNESS OF SEALENT TO BE )12 OF JOINT WIDTH. NON JOINT SEALANT ROD 25% LARGER THAN 2• JOINT FILLER STRIPS TO BE ASTM 1751 ASPHALT -SATURATED CELLULOSIC FIBER. JOINT WIDTH CONCRETE PAVING 3. CONCRETE TO BE CURED 28 DAYS. DRY, AND JOINT BLOWN CLEAN OF ALL c DEBRIS WITH HIGH-PRESSURE AIR BEFORE INSTALLATION OF JOINT SEALANT MATERIAL 3. BROOM FINISH CONCRETE X' Y4 MIN. MAX. 4. SEE PLAN FOR SIDEWALK WIDTH. 1}• :; 4. PROVIDE EXPANSION JOINTS AT INTERSECTIONS OF ALL STRUCTURES, FIXED L OBJEC COLD JOINTS. 5. SAW CUT JOINTS SHALL NOT EXCEED 15' X 15' GRID. THE GRID PATTERN SHALL BE UNIFORM THROUGHOUT THE PROPOSED PAVEMENT AREA. REFER TO SITE PLAN FOR PROPOSED JOINT PATTERN. TYPICAL SAW CUT CONTROL JOINT ADA PARKING SIGN DETAIL N.T.S. O CONCRETE SIDEWALK N.T.S. O8 TYPICAL EXTERIOR CONCRETE JOINT DETAILS N.T.S. O2 3'-0" MIN. BITUMINOUS CONCRETE CONTINUOUS X FLUSH CURB BACK OF WALK CONC. SIDEWALK , SURFACE COURSE -TYPE SF-9.5A PASSAGE FIPER DETAIL 8/C701 .- I� TACK COAT V-6" CURB & w 5' -� NT n N P" - -"- �:�. BITUMINOUS CONCRETE 26' GUTTER EXP. JOINT A+ A ACK OF CURB -- INTERMEDIATE COURSE -TYPE S-9.58 w 7( io N. FLUSH CURB LIGHT BROOM FINISH AGGREGATE BASE COURSE 6'-0' 4'-0' 8'-0' FACE OF CURB COMPACTED 95 . m ( X STD TRANSITION PLAN -PARALLEL RAMP FACE OF CURB _ WWF SX6 W 1.4 X W 1.4 - ' � PROCTOR DENSITY) Ro CONCRETE 4000 PSI COMPACTED SUBGRADE AT BACK OF OS 5' TRANSITION FROM 12:1SLOPE 12:1SLOPE (TOP 12- TED CURB R:77 3' 4' WALK TO 5' WALK. �� 2 2' % ` AGGREGATE BASE COURSE COMPACTED TO 00% STD PROCTOR ALL WALKS MUST BE MATCH WIDTH OF TO 85X STD. PROCTOR DENSITYDENSITY) o A MIN. 5' WDTH AT WALK PER PLAN m RAMP. ELEVATION p(�( _ COMPACTED SUBGRADE 4:1SLOPE 4:1SLOPE I y I COMPACT TOP 12' TO 100%TD" S. PROCTOR DENSITY 2'-6" CURB 10' ip' do GUTTER SIDEWALK WALK 3''-N0""NMIN. ACK OF WALK in JOINASSAGE FLUSH FlEVATION DEPRESS CURB AT WALK I':;'`....`..,.>';:....`..;? .'`::;';,,•..:.<;.;,••.,,;:I OF CURB R:14.5' r-X CURB ;� AC OF CURB PERPENDICULAR RAMP HEAVY DUTY BITUMINOUS CONCRETE KT�3.O R:14.5' I II�m ml C BI C 1 y NTH CONTINUOUS WALK PERPENDICULAR TO CURB ' R:3..........._..... A- --A 1 _.: ' �--- R 3 3 � NOTES BITUMINOUS CONCRETE GENERAL NOTES , SURFACE COURSE -TYPE SF-9.5A 6-D• 4'-Ox 6'-O JOINT 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND CONSTRUCTION 1. ALL CONCRETE TO BE 4000 PSI. TACK COAT Dq/�SI�S A7 EDGE OF PAST SMALL CONFORM TO NCDOT STANDARDS. DUAL RAMPS SHALL BE REQUIRED AT LOCATIONS SHOWN ON PLAN. 2. REFER TO DETAIL 2/C701 FOR iv -- _BITUMINOUS CONCRETE E.O.P. PLAN -DIAGONAL RAMP 2. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH. TYPICAL JOINT CONSTRUCTION. INTERMEDIATE COURSE -TYPE S-9.5B 5" MONOLITHIC CONCRETE 777 ISLAND PER NCDOT STD. 852.01 ADJACENT WALK 0 1/4' PER FT1or 3 RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WTH ADJACENT AGGREGATE BASE COURSE a-3/4' BACK OF CURB WALKWAY. io r (COMPACTED 95% STD. 3__ 3. 1/4• PER FOOTACE OF CURB 4. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP AREA. .. +.. .. PROCTOR DENSITY) 5' !°i: rC-`:. a1..:..:•:;"' ^.2 . •R•' C,��1 0 12 5. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE GUTTER FLOW UNE. �.. :. � •,U, ` <+� •: _ COMPACTED SUBGRADE (TOP 12- 0XTD COMPACTED 12:1 [; -.I TO t00X SPROCTOR SLOPE "A" DENSITY) SEcnaN x-x SLOPE 'B' 1 4' / ... PARALLEL RAMP SLOPE "C" 1/2"/FT WITH CONTINUOUS WALK PARALLEL TO CURB RIGHT IN / RIGHT OUT N.T.S. O ACCESSIBLE RAMP N.T.S. I CONCRETE PAVING AT DUMPSTER PAD N.T.S. I STANDARD DUTY BITUMINOUS CONCRETE rim O B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www.bjac.com FOR REVIEW p m J ...µM;' Lod Pwu* Lvdmw Aduectute CW EUgtmmN `,,,,�,RTNtRRMeee„ �,% ��, CqRO� •,� D,rm, n , =p••�+OFESS/O,y� 9 150Fgdtv&SOW 4L `Y� Suite 950 RakigG. NodCmolirM 27601 - -OrTel 919. 719. 1800 �'••�^'GINE�'Q�i��•�` F4919.719.1819 Vlov.t01tjd10L M.CMX p�* %DD.. f ��unnn U�,�N Loos'll N0.v FpR SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC (b BUILDING PROJECT NORTH PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION SITE DETAILS < SHEET NUMBER a m C701 B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818 v 919.833.6898 f www.bjac.com EQUAL SPACING - BOTH DIRECTIONS Z OUTLET _T T jj ELECTRICAL OUTLE J CONCRETE SLAB (TYP.) INSULATED FIBERGLASS ENCLOSURE WALL II ENCLOSURE; SIZE AS REQUIRED TO ANCHOR I FIT BACKFLOW PREVENTION DEVICE SHUT-OFF VALVE TEST COCK #1 - RESTRAINED JOINT REMOVABLE INSULATED - ENCLOSURE MEETING ABBE 1060 SPECIFICATIONS. ENCLOSURE TO INCLUDE DRAIN PORT(S). SEE DETAIL 15IC702 SUPPORTS - SLOPE GROUND CHECK VALVE #1 CHECK VALVE #2 ..... FLOW- 12 RELIEF VALVE 30" MAX. OUTLET a SHUT-OFF VALVE #2 DUCTILE IRON PIPE FOR MIN. OF 5' ON EACH END OF ASSEMBLY. 4 CU^1C. SLAB AWAYFROM- COVER -�-� = 1=! ---_ ' 6"- -1 l-�-il LOWEST POINT OR l I -=III I I I- SLEEVE REQUIRED RELIEF VALVE OUTLET [SUPPORT, NOTES: (TYP.) PADFOOTINGS i. 1L FAULT PROTECTED, CIRCUIT BFP UNIT HEALERS (REFER TO CONCRETE FOOTINGS ELECTRICAL P N). M A POINT ELECLRICAL PUN). MOUNT OUTLET 8' ABOVE DISCHARGE PgNT OF RPZ UNITS. 2. LEVEL SURFACE AROUND BFP 6' IN EACH DIRECTION BEYOND ENCLOSURE OUTSIDE DIMENSIONS 3. POUR FULL CONCRETE PAD 4" THICK AROUND BFP, MIN. 6' IN EACH DIRECTION BEYOND RESTRAINED JOINT MIN. 4" THICK ENCLOSURE INSIDE DIMENSIONS. CONCRETE PAD 4. INSTALL ENCLOSURE PER MANUFACTURE'S SPECIFICATIONS. NOTES: REQUIRED 5. ENCLOSURE SHALL INCLUDE DRAIN PORTS FOR DISCHARGE WATER. 1. ENCLOSURE SHALL BE PROVIDED WITH UNIT HEATERS. 6. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SWITCHES AND TEMPERATURE -SENSING SWITCH 2. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SWITCHES CONNECTED TO ALARM CONTROL PANEL SEE SHEET E400. CONNECTED TO ALARM CONTROL PANEL (SEE ELECTRICAL PLAN). 3. FOR FIRE LINE INSTALLATIONS, PROVIDE TEMPERATURE -SENSING SWITCH CONNECTED TO ALARM CONTROL PANEL. SEE SHEET E400. 1/4 TURN FULL PORT - BRONZE BALL SHUT-OFF VALVE #1 STRAINER OPTIONAL REMOVABLE INSULATED) ENCLOSURE MEETING ASSE 1060 SPECIFICATIONS. ENCLOSURE TO INCLUDE DRAIN PORT(S). SEE DETAIL 15/C702 PRINCIPLE ASSEMBLY CHECK VALVE #2 CHECK VALVE #1�; ter- I COCK #1 1 Z x N °p SLOPE AWAY I "1 FROM COVER, I TYP. FLOW- .. I -LOWEST POINT ] OR RELIEF I VALVE OUTLET ( -1 SUPPORT AND PAD AS REQUIRED NOTES: 1. ENCLOSURE SHALL BE PROVIDED WITH UNIT HEATERS. TYPICAL BFP ENCLOSURE INSTALLATION N.T.S. 15 6" REDUCED PRESSURE PRINCIPLE ASSEMBLY N.T.S. v 2.51 REDUCED PRESSURE PRINCIPLE ASSEMBLY 2 SLOPE TRENCH SIDES SLOPE TRENCH SIDES 1 L PER OSHA REQUIREMENTS r PER OSHA REQUIREMENTS 1 r 1 W 12' 110 SELECT FILL 12" 12" SELECT ° FILL INITIAL BACKFILL p D O D MIN 4' - - HAUNCHING TYPICAL SECTION _ BEDDING TEE OR BEND REQUIRED IF `OHFUJING I� 1� 1-IM _=IM TRENCHING IN ROCK D+4' MAX RIGID PIPE FLEXIBLE PIPE N � INCLUDES REINFORCED CONCRETE INCLUDES CORRUGATED METEL, HDPE, AND DUCTILE IRON PIPE AND PVC PIPE GENERAL NOTES 1. BEDDING SHALL BE CLASS I -A WORKED BY 6. SELECT BACKFILL NOT UNDER PAVED AREAS HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS IV -A COMPACTED TO 95% THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR. COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE WITH ASTM D 2321-LATEST EDITION. BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS B. ALL MATERIALS SHALL BE INSTALLED IN I -A OR CLASS I-B OR CLASS 11 COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE 95% PROCTOR. WITH ASTM D 698. CLASS III AND IV -A MATERIALS SHALL BE COMPACTED NEAR 3. INITIAL BACKFILL SHALL BE CLASS I -A OPTIMUM MOISTURE CONTENT. WORKED BY HAND, OR CLASS I-B OR CLASS 11 COMPACTED TO 95% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS 4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3". CAN BE CLASS III COMPACTED TO 90% STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE 5. SELECT BACKFILL SHALL BE CLASS 1, 11, OR SUPPORTED IN COMPLIANCE WITH OSHA III COMPACTED TO 95% STANDARD PROCTOR REGULATIONS AND LOCAL ORDINANCES. WITH TOP 24" COMPACTED TO 100% STANDARD PROCTOR. PLAN - TEE CONCRETE THRUST BLOCK SCHEDULE PIPE BEND SIZE 90 (TEE) 45' 1/2' 11 1/4' INCHES H L H L L H L 2 .75 1.5 .50 1.0 .75 .50 .50 3 -4 1.5 3.0 1.0 2.5 N2.O' 1.5 1.0 1.0 6 2.0 4.0 1.5 3.5 3.0' 1.0' 1.5' 8 2.5 5.0 2.5 4.0 3.5 1.0 2.5 10 3.0 6.5' 2.5 5.0 4.0' 1.0 3.012 3.5 8.0 3.0 5.0 5.0 1.5 3.5 SIZE SCHEDULE CLASS A CLASS A 3000 PSI 3000 PSI CONCRETE CONCRETE ARTI REED m 'IN m PLAN - BEND TRENCH DETAIL N.T.S. 14 TYPICAL THRUST RESTRAINT 2/3Do 0 0.00% SLOPE ---> 10" ROUND 7 FINISHED VALVE BOX - FILTER FABRIC IS 70 BE USED o GRADE STABILIZER EB4FILE N 4 3 . SECTION A -A 1" QUICK La A AMA A AAAAAAAA COUPLING VALVE 1:SIDE ANGLE FOR LOW TAIL;A W 1:5 SIDE ANGLE FOR HIGH TAILWA_ --_ - \ vAll � \ `o % o _ .`0 +o o+ •\. NOTES: 00 :; r 1. SEE TABLE BELOW FOR RIPRAP SIZE, LENGTH, WIDTH AND DEPTH OF APRON. 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END " OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF THAN TWO THIRDS THE PIPE DIAMETER OR 2:1 AND A HEIGHT NOT LESS CULVERT HEIGHT. t, 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEMNG CHANNEL THE // `\ \ APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM r 1 WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.- 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING j CHANNEL SHALL NOT BE ALLOWED. 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. STRUCTURE PIPE DIA Q10 UPST. W La DWSTR. W d50 dMAX Depth NCDOT CLASS FES-1 12" 1.3 CFS 3' 9' 12' 1" 6" 12" A HW-13 8" 1.0 CFS 3' 9' 12' 2" 6" 12' A N.T.S. (A ) I GRAVEL AND RIP RAP APRON 1/4 TURN FULL PORT BRONZE BALL SHUT-OFF VALVE #2 TYPE K OR L COPPER TUBING OR 1" MIN. GALVANIZED STEEL PIPE FOR MIN. OF 5' ON EACH END OF ASSEMBLY. CLEANOUT COVER ASSEMBLY, 4" THK., 3000 PSI CAST IRON FRAME WITH BOLTED CONC. PAD TO BE FORMED OR THREADED, SOLID LID SET AROUND CLEANOUT FRAME. FLUSH IN A CONCRETE BORDER. CLEANOUT RISE THREADED PLU 1" IN -LINE � CONCRETE OR CONCRETE BLOCK CHECK VALVE CRUSHED STONE 1" SWING JOINT �1" BRASS NIPPLE N.T.S.n 1" OUICK COUPLING VALVE AND VALVE BOX N.T.S.(5 J TYPICAL CLEANOUT N.T.S. ( 3 ) PLAN YE FITTING \TERAL DRAIN LINE ZE AND SLOPE PER PLAN FLOW N.T.S. ( 2 ) 01 50' MIN. TOP STRAND MIN, STAY WIRES MIN. PUBLIC STREET z Ld #10 GUAGE #12 1/2 GUAGE ARM ASSEMBLY EXISTING �-�= 50 Y GROUND N SOIL STABILIZATION FABRIC $'\ - -�-- -a- -.- q I STEEL T POSTS (MIN 5' LENGTH) 2'-0- IN GROUND "C" ENCLOSURE wN UNDER # 5 WASHED STONE ? I - 50' MIN. a °o 19-GUAGE HARDWARE W I __--__-_ ° WITH }INCH MESH OPENING I BOTTOM STRAND MIN. #10 GUAGE WATER ENTRY UNIT CLOTH ww r _ T PERSPECTNE VIEW SECURED TO STEEL POSTS Z_ w AT TOP, MIDDLE AND BOTTOM. ALLOW 2' FLAP OF zi j'• L' j �---� WIRE MESH UNDER THE 07 m PVC END CAP PVC ELBOW PVC PIPE SCHPVCPIPE 40 a STEEL OR WOOD POST WATER SURFACE b I .I ° ° NOTES` WOVEN FILTER FABRIC 1. A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED STONE OR RAIL ROAD BALLAST SHALL °° PVC END CAP e o BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A NOTES: GROUND LINE o _� PUBLIC STREET. T FILL SLOP SCHEDULE 40 0 1. WIRE SHALL BE A MINIMUM OF 32" IN N PVC PIPE 1.5" PVC PIPE of g, e o 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE WIDTH AND SHALL HAVE A MINIMUM OF I 1/2" HOLES IN �qq CONSTRUCTION ENTRANCE. 6 a -,,1 UNDERSIDE c91.C6oxa@°ooa o °• - 6 LINE WIRES W/12" STAY SPACING. , .,A PVC TEE PVC TEE ORIFICE 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 2FILTER FABRIC SHALL BE A MINIMUM OF MI / . J. PLATE �� FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE 36" IN WIDTH AND SHALL BE FASTENED 1 PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR ADEQUATELY TO THE WIRE. 0 FLEXIBLE CLEAN GRAVEL (NCDOT /5 OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1n D_p° OR #57 STONE) ON A 2:1 0°o 3. STEEL POST SHALL BE 5'-0" IN HEIGHT HOSE SLOPE WITH A HEIGHT OF 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE a wN s" ARourO THE VARE. AND BE OF SELF FASTENER ANGLE 1 B SMOOTH TO AN EVEN GRADE REMOVED IMMEDIATELY. STEEL TYPE. OM CONNECT TO NOTES 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO 4• WOOD POSTS SHALL BE A MINIMUM OF 6' IN BASIN OUTLET PIPE 1. INSPECT INELTS WEEKLY AND AFTER EACH ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA SIGNIFICANT (h INCH OR GREATER) STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN HEIGHT AND 3" OR MORE IN DIAMETER. WIRE II RAINFALL EVENT. FABRIC SHALL BE FASTENED TO WOODEN2. 1 WIRE OF END VIEW EfK)NTT VIEW 3. CLEAR PLACE STONEHAS NEEDED DEBRIS POST WITH NOT LESS THAN #9 WIRE STAPLES - 1-1/2" LONG. -' ANCHOR FILTER FABRIC SKIRT SEDIMENT BASIN SKIMMER N.T.S. O HARDWARE CLOTH AND GRAVEL INLET PROTECTION N.T.S. 7O STABILIZED CONSTRUCTION ENTRANCE N.T.S. O4 TEMPORARY SILT FENCE N.T.S. 1O FOR REVIEW 010, ........... jP . ' STO L t : SEAL J : C-1361 0fLund Planning Landscape Architecture Ro N,,�� Urban Desgnvil ring 70 �7i �% 150 Fayetteville Street 17 :Y Suite 950 Raleigh, North Carolina 27601 Tel 919. 719. 1800 ' Fax 919. 719. 1819 •;FNgI NEi'Q,"��`�� 1vww.colejeneststone.com ,,'''' 10DDIII C�07/27/11 SCO I D#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION 1 07.27.11 PERMIT REVISIONS SITE DETAILS C702 CF ?•_ 1 U ,}.. . _. �.ii>-1 :fit `. f!-or :: k-a. •: c";: 3'iaf:F.P'7a6: £5 vraTt.Y rylt�a .;�;m ::w 5 .,.:1,. DEN11<SSiOP -t .• <. i}',Q ... :n. -te. f•.}. ,. w.. .:a-: .. 1.t"1,., " ;: �L `y P-,AA'::• ,.,, il^ r, t3' �,"",FQ,r]_1. 3+'"^4SM alq<IJF tW CROi Sty<+lb`1 @ 4'��Pk %F:c.J-WaW 52• k\}'••i!<; '>$[ Ji.: %]:�>• J AC4v' X n: ^ JLl<fkYf arJ !�n` 01 ,Aw03] nr , TF YA' ` :,r, I", '1� 7t`t-" '{.., "t fSn': n•... :. }1.,( I f .. 0-".Si. .:.; i'�..J '.••. A' (?{i ti'..x .. C}t -•"i : ;�Hr Ti S'? 7Cl ajii. iJ1lr:J).FC]L,N 10]KLSS<i ).KOi } $:m*MA&M,: t<Oi•.''.L•: %( ! SL."Ao,-ia ; .Q ; ; „l�.-^.0 :_i ; ;; I'�:!r„ : : t ::, :i ......:• ...._: _ : _ f!' __.. __ _ t :._. ::::. : C.'. mod' C'p 'X1t�-F CYRq:; ^ 'N',�"'b k'. X: I. Fc ^.skF: fi+a cl,"x •Aw.:#:.C] ,k ro i.t y` TM t.!�F:: P . ti,. h � y I.a' 1 ' �... ,. ` ?. (_. l r_ut .. %.. .... : \k j .-... .tom''-- 4 1. t-- F$ ..i r/>-. 4''F; , OO ,, - - 6. vcw.;0 }SN .a• JiF SC st, -.M W1W S+l4:A` Wo" Aix., a) ,,>.o A oo*, w r1 or. <ro:T{: t 1 �: :.^A P7..: . �? .... ' 'r w^it< ... 1 tfjh L,$ }A'V. - S_............ . ._ A.# ,::.. ,. 4: tn' ...:, .. � f.�.a`.7: , Br �.U474: Cr ... ..K9h6 PT LS•I Y'.: `v > C(< .:S j4 5 ......:. ...-::- 1 -; , _:..' i?:: .: ..... .....:::....: .: �_: �"".. .tw i .k, t : >4.P+u.. `a" lli..a,Se no'. v N' _Pe>.gL•kK. `.l: 2-._ .. ;. . ,id K..�{. '•,I: : ' t-5 :... ----- - -.::.: t ..:: .... t.'. -: I F:... fS. � �T : I"• >r{ :.Ei2K l>1104 OF::ri 4 AfPrQ . , NI ::;ri Tr >tal 4.tTn J .1R•2? i .J?r.t Nt2 Wh '4Qtr-: A' AKi, Nit! n]S YA W Pi.IM.>r4 *v ^.z QWlit[1c-: ram ::S'i.' >n't :�- %?: y1 {��t`.'j^r�.S�� /� (� .tA: ',".'--"--'"--------t w i ;- l9'- I'm ;L: ... i'-: 'n" ��jy,., ..... ___ T'{' Ca of<K 4L ,':eM�.a ).ir:ra<::. t`. vhYirN Ntr rV Jtq ._ �....:.: VARIES SEE PLAN 1.i\.t i..{.lAtS4. k7. 1R I __.,. o:. :.: 1 a3-, 1 1il`:'. }' F '! : ... I Y FLAN : PLAN OF FRAME M> 4" MULCH THROUGHOUT PLANTING BED . ``S ! c t9 C.t �irf T: `k, t 1 r Tyr. {} ,Akk�� /� yy+t�tt�t,yy•� q4•ii,�=(k [-L,;r"114 li F t�i3J"Itl l!k_ CAM 13?i]% 0 ,., W I • : �i, i flgdiz.L rR tltl �tlCha:ti --.... AR>a csiNR tM 1i>}at 4I1 :tlG. ADJACENT PLANTING m • z g : .. i i -- � f: CAST #f � _. }> C? �; a?Kw, :>a:. UA AREA OR PAVING _. I a ! Yam: -,. .. --- *. I .w r i . Yi ,a rw 8 C^ , 51R21. f:' , t ,) < t• , •-t . it +:: F r MtQ c": ::•., .: .RI: tyres. ''� }� _. _.. n..' S o%... to ... .. ! t i�t tR 1 :Y G -t C r..: 0 R u r a _. : ? 'J :� ::, .. .''s • - o. 'tom _` z'F 3 }Q. .. .`.. `I, ., ,'. r } ,' , m ill . -.... ,3, w L:, P10 r: 77C _. .. .... .. .., . . ...'.. .,.... .. ., . . .. : .: .: • 8 �. -'�-.$1j _. _ N: f' Lai �i L ^ < .bi .... .-c a PLANTING MIXTURE FF- 1. t1L".i^i :.'. .-:0 , , i': F. 'T -R, r; ,71 yrt;E-} I M}i ,(•. FFP.!J.TF-: ^aiRty:CSRF irC"�"').. 4a�(: r:'rL T+i5.53tM: a. I$ ' .l .. .:: •>;:..: AS SPECIFIED - : ci ke, .•.................:........... 3-: : eT :: f.,T..' r1- e . !C9 N, 8" - 10" DEPTH I _ F:....7, ... z:: f L"` SECT i i X-X "� T %) Y Y r = iY .... ............... . . . . ........ . • •• '. Y ,� 9: I '� O; t:.: ... f .iS,i 1"`. •1:, F--:. %-}Y�' >4 .' Q. I* - : W: _ r:'REW I+7tG3 AAY^ ^rJkas TiFs FSk FlFfti' thFr,RARc'I 'M FfSk hFIU] }} ;a '� I M f .: ,L: 'j':.j3.� cTl �tiF t?':.2`�7} t} N ,ttt Cfilr.EnIl7v 1. W, S ]>t [Si} Ix.Rr4. %tRN;'ft+'t� ,h? Y tr {�1 ... .. � I±. trlt .... M Siiv : tx<t trz E C4f ftrL:. i`-r.a�. •v, .. ' 3r �G it, �., ff- Lr A 3 " �U. WL r <c r< t. t'K- .ca. : `% •. .. ..: :.,' .; 4 7 4 S Sr v.'rit. cr F t ty 4 2' r SEAT Ft:T Oid €�- is J � r r rrs >} wx 0 ,1s A'i[ ' : ,�, .. .. P'k]- - rJ-- 7_ IJyC ....:IF , :: ;.i e i 4i1. -p 4i3 E,QSti R W4T ,. ry, a $e a :?i « t..r.. z r t RcI a .;- : yn1] i a i.:; .... i (i. 1� i :. >:�. i�< e4io. 14 : . , 1.t,naz , . 844'. i 4 . GROUNDCOVER DETAIL N.T.S. O DROP INLET FRAME AND GRATES N.T.S. O9 CONCRETE DROP INLET N.T.S. ( )_ ,. J m F t1• Fi ]- I t"•F:^.CX.. i .. ........ �}.;:.,.,, ,,:,.i hY•?t: ]hF r� r. '-t r" $tW 'W. tXj":eLL .,a.�. _.: t t a. '•k^<- W -➢ 5 •'*,. 1. RYLnJ - 1 M <,,- A1.^GCS:+RLES.. tt1N,_:itr�Sf S6TEt1. y �rn -`'� P^.`* �4,;,• �0 F ,.: F t ,,:`.~•''.t"- .. n ""is W. YR : ; iR- W • : i?.: : :; i : _ t 1 .:.. .. '�T :; ..i . 05n� q,. 4�'C?m�... �o-a.]>m� 'fr :.1-•t , :a-i m4: s' ''6ItAr^.FS .:.-: y P,;: 3t] 44.t Ga zI l.. ,. 27 CJ I ..<"•:^f :::sci.:.. ' �Y•f- jj I y r ...7: 1 +' f 1'--:'- �--... r>C ? F 1 CC atm tee. --}."» i ) 91 i YtGt:ei F x s ,[:y ---:A Gtt i'G S l,"t7X'.-------f .............�2' ,Y __,•_- --- ------ -- ti)s • -------. V a`t .:: } "---'-::.i -,_._ '; x- s �: $ ;>OG> � ff R,- :.r.: `: "2ad.- i 38 at' }'�,. r�.a r. •n i] x` cs n f i ... _ i i' i . -r 3 ...a: f- }4 z 'uri-:'u M . I +}v: x>`.--�, -:.: ... .:........ 3,, "' I - ,. :R •..��+ _SP;': 2"? _ t:i 5&CT3>g Mf6. :. tri> - 8,� i:. �t� q' eR.�,. i5ud:.. `:3: ii t .-------------a------...::.>, ,,.. ... ... m q. I':. �^,X n: ..... 1 .:: x �.. :, .,_ r.. %'-,7. R'a pt"' +x •$<�' ...t. _ -- -.... _ �:r<. :`Vi +: r.. �:::- 7�,,. .:: `' LIlaY Pa"A c:; w1f$l tkN.p;1 ....$. :,. .... Itr :..^, 1a�t .._..... tt. ;� < ,1 x„``Tq�: tin g�� - [16 �," . _ ys ' 'f.0 %x:: :� i .::.:.:..__�. ; 1' .-.- G .='}Y tf}dF ,.. fYAd Pis Va'r '. •. ;'.. t... . �.. 1.:.1i 1S}UJ$ k;fr : n ; be W �� 21i• �•. - i ate::$ x'. f th4} iV* >.Y7rtR C"t;. n %ti.-i cr.' rr_•`.r r-ko �µfp 1 �, }1.-' ' :- } ': -�. r p ___ __ ^ n:tY 1L: _____ ________ ..... - • : '.:. WY' y,<i l3h\ .: :.: >:..-:- s f ... I ..`:. xi + + xa ,+ .0 -:o: v a F ar `a L>9at5 tQt rY v 0 0 i k �. $CXi;Q#.:•: Py SEZtit Ltlk __ --•r-- ' :..>: ZR 'riu1R h } - ? 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Y �: it :' .. , �.,- a. . «r- ji:,, i ti. t". 1aJt .� ... ry :,i: 1 '4,. :.i. .. :.r.; ;. :, ]7 :a) L/: >� :m �.:: �.. r_ . R' A: £if. k7K�`i� p ; „,:. r � :f: t +.. o-�`--`a _Su"'M"' - ___ - F+>.YpcT..k? yN'f:+ :.3K,' .. { : j.j Im ' � }i) = DIMENSION OF PLANT SPACING SHRUB OR D ( 3 !>i tf5 L_. 49671M , .Ak:. P ----- `iF t .,. i `t I xr �k p% yi. p _ .::7,K .F:... ;:t�r+ud:>.cv «,n kaa E ,, GROUND COVER) AS INDICATED ON PLAN : ::- rt A4, . - -} t -i- t t L.L1 .:: a. t .t , 'IC -� +( Ry- 4r;N.i : IF k' h,• ELfENAi3(i)Pi cc Z �• . ti } " Ctt V7 p . 7 x " sr. _ ,., ,,. ^ :: "' � .17d J.z : SECT R R *^rY1� rho hw au a ii ur ,t.FP;tawcs y N I IC5 I 0 _ ' '-^• :• j.. 4 vstm*. 9L,yt1 .. .. $G TAOO ^ J:tF t•, K :.=. ::ur ::YW. '. tLS m 1P �.: �;: ..-:- :. :NSMtkOtll tif10.W n"iM6 rLfd -. : 9i.{«YS'?tQS PdI 6<4M41�i! ASirM 4a5>%5!.... 4S Yld d6S...T -- y"`b Na_3F9>`c : _ --K L- Q;LG -. , S � ,.1 :1�. <.:: -`:C N;:w. I w:,* ` : - .: �v: 4�a:) ; K......... - .........; '�_• ... ::. . -,, ..._i... :ItF .J # : ^tf ;. '+�1:: :17t„kp !t}' Q:}tf} riF`.F ri. rq ?FTI: v]sr xiiv: a::�: • < w1 x> .?hFN t ivF- rNS >. ttip> i5R1;t:: e'x xt CN.+ t exam dv.v v :...,,c ni• ::- c - aft . ;>ia : c'tt q3,�:- i""1 .' . , . , A:. is Oi-•--.•.�S',`' ...... SYr yr� .i:........-- f-___-__ ...{ 'f _... tY IW Y. %.. .::. 'i , v: y F: ?.. .. .;:' i 8+s--.: -'--_..;: Y1 .� ` :.,,, .'�. :.: T -:{ 1 1-:...I ^., ut• <; n� i F n^. R .. >.. ....._ : 1 _ --- _,_ _ ..:t k ,...r. Q .. :ca z x: ::S •ii: �.1� :: -ip >7': �; }: R ,. }J 3:> X lK >, v: ,;$ , ..3 C s- ..:w FaG7.`;g g<tF_` ,... 1:ln :l:3, ,.tr.2(� np a.J tx+ .... p., _ :. -42Z'F :[j 3i� 41 di' 2'Q -.k:. _. :�. a<. .a 5 J J R: dS`.:: :..2 ....'ii _ Itti. ' -'•`- r: : ` �� iu, 4']' A iFM1 :Mi 4•.Sl4 5Ja1' a�..: .> YF:e, , Y.._. -.. i,- v::. 1:._3::`.: ... r.. ;� .>` < ,� q'..X I:: .•-, >' _ fr ~: . SF -,I :]'N` .. :S g < < ... . t x-n < e I'k :.J:S: <.>:• A!42: '::T: ' 'C i_ ....._.:. n ,' .. .::::- -. t Yl t .:::. .. .. i 2 d l ? k > 114, { _ i2 R. 'T ? i } 1 t A s i< d. 1 4 �> l 4 a iCl" ; nt r e A ! ) \.... ii a 5 ; F :.v t , ] t 1 ,.)Stt �P_ ] N? 3243 1 i : :1f�CT :-:t!f(: h1 t-. 11 Y- :- ,' , y :r - if :_ __r, i, V --{l+jr-. '' ., i , _p aa' , ;i f r :^ S p .. :<r _; .t!' a '< : s e c -:.r I rT ii »r s a 7ix• Jt1 x - ayi IY. " i , k +w - : ,tNRR) t- Aq i . ,.. tit . > u> ? ; 1t � .y S h - b + >' t , : ; x t 6a: ) Y.t V .Al : t ,4r G l:f ... .. ... Pat f W ... ::.: �>{r /��< 35tMti1_: '-%iS^ec ic73(g4 'SA£`F36M-.:.R1k:. .: - t,tt ((�� .031 tt ��pp �A{{ - tt�� .> Ri4FP. rW.J:."eP..WRFfi+aiR]�S 4f t:G�`C+1F:2 Pcn %2'G71 AcfPif .QQ. q 73 PLANT SPACING DETAIL N.T.S. S FRAMES, GRATES, AND HOOD N.T.S. O CONCRETE CATCH BASIN N.T.S. (j) NOTES ------------------------------ Ct awx «• a eX .. <wm J(sJ � a Y'r ry >...: , � k ci:%V%tk 19g2i tawl:, <A t7 SET ROOT COLLAR AT SLOPE LINE 1. RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS USED TREES NOT REQUIRED UNLESS SPECIFIED). .-t' '>v $ ar-::IS ; .. ? Kivts: a i ca ] i uti rh uw c e l x w;it ] rr =:' 4i %r54 V4 vl Y3 ogm AOYi t]tt an 0""I M>2. ": rY<�x r j (GUYING OF . I „ :0 (f7 : k : _.,- .: 1 t t -- --.... 1 L �l tri *'t' -r r>.ze la` eCM t ON'' Kr "% r :p +>t> '.:-+xam., :a r.t .trot vmtt,P :%t-. y1. - < rt,:zr<n u. c o]}k}.*v r .+3,�cc� : i,t t:t : L.:.;,t y, r1« 1:-• EXISTING SLOPE ,/ 1. �.. 2. REMOVE WIRE OR NYLON TWINE FROM BALL. ,4 ;-f > : t�tl-'� f"i "i::: x •11 x.m Y Y + = Y' :T. x f R , X' f r[ i4M tFu t,.,N..Fi%i t ii Ut xR vTSIQ _.� '.. i .. F< :�:;totlR+lb 'l'Ifi V. VI`2 2 Si:: f4 JGt "q* Suit i+' S@k... Fes, f^ K,4, a M C4 a40% art I., JtR Y ; t71C��F�1 L,t u. 4 " 3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE v �t o• ::• F ., r.t t3 r.. NOTE: ,� _y r _ _;. z �!. '. UPHILL GRADE). �„m�qu.: J .' R -..:1 v ,.^yC ?'G"Y k T M9 D Q�vt[b:!r.KLJ J'GfD9fF9G �'.X`1CdtCU. ' i`Y"W •a'}rY :l SHRUB SHALL BEAR SAME RELATIO : r� ;. < :: :;• 1 (ADJACENT {„ 0 P4 i i I...:.. m+ ]' a t I < :i a, ux a` Ra , �. wa wr od . avta ' 6� ci } TO FINISHED GRADE AS IT BORE _ _ 'l TO PREVIOUS GRADE EXCEPT IN 4. SOAK R00T BALL AND PLANT PIT IMMEDIATELY AFTER y,;.. ____ __ "' p '::; ' t ua+<t xrh roiina2�t+. aaP a", +at<s rAo p:Fstn^u s,atc >�:::s' ..t : ""' 5 i ;t•} siv at» w ta= c.. Gz . 1 AREAS OF COMPACETD FILL j ' INSTALLATION. , r its" P3;p1! °'. .n]x et `- p.y ,:2}: xs} i.i4'b4 al s<�c•t+l:4T,t.:>.. >.". ' 24 r3 Ct SHRUB TO BE PLANTED 4" - 81. { ABOVE FINISHED GRADE. . . , �1 5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE ? fit• +r l( '. ftT WK F•S,h>:'C IG "A:V,. UPTXSA-;X;-J1'1. Y_-:___W� i .N% OF TREE. THIN BRANCHES AND FOLIAGE ' t t (NOT ALL END TIPS) BY 1/3 NORMAL PLANT 6. PLACE TWO(2) WOOD STAKES PARALLEL TO STREET. ° ::: E ` `t ?' °t aK "°' �4) 4>L 4 t tQ a 4V RETAINING -;,,', •,, ,,:' 4 gi t t n3 t FS aOR CJ 4 kW :h is X4 u ; SHAPE. THINNING NOT `^ SLOPES '' 7. 4" SAUCER WILL BE OUTSIDE OF BACKFlLL. :. . i iM REQUIRED ON EVERGREENS 8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. 1/4" POLY ROPE OR I Ir': 1 s >� } 4 T' .` .. <1 r t <„ti rr 9 9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND 3/4" NYLON STRAP RUBBER HOSE iL'o �„ ; 1 t:,,1. r { F ; "I j> a - , ; r FINISH GRADE 4" LAYER OF MULCH r, a k ; >' ; _ MULTI -STEM TREES. (NO MORE THAN 4• . M ; x 1L. - _� i' = V. ; :I -.K tit � in sCL z 10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. TOP OF ROOT BALL TO BE 2" ABOVE FINISH GRADE TOUCHING TRUNK) = G1: pl S16CT3Eiflf. Y-Y a' -{: L. e { r a 4" MULCH THROUGHOUT PLANTING BED REMOVE BURLAP FROM 1"X2"X18" WOOD STAKE WITH CENTERED 3 8 / 4" HIGH WATER BERM COMPACT FILL TO W r 0• �7 t 2k ts' I NS;41K , aY4;E° I } i `" 1 T N a x I t : r : (' 1 r� A s , � 1 TOP 1/3 OF BALL. REMOVE REMOVE TOP 1/3 OF BURLAP. BE BENCHED IN :0 G; "A as _____ 1 ---- i n a • t JWCTjQ#,'I J , a w ¢ W CONTAINERIZED PLANTS FROM ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY AND ANY NAILS/PINS, ETC. r, ri ttF u. t }e.xr atr tt�' xa >t+te' is tat,, b SEG'ttON -- -- xr "PS + Fil THEIR CONTAINERS 2 STOCK ANSI, 1990. PART 1, SHADE AND FLOWERING TREES" ( ) 2 MAX SLOPE u ri v l; vxe h'_::o YcnF t?•a•cr esaaF ?- ai = > MOUND TOPSOIL 4" REMOVE TOP 2/3 OF WIRE PRESENT �1 I ......<�. - � '`a BASKET WHERE ma t - TO FORM SAUCER _ 1.F z __• * >: ` •__.• FOR HEIGHT MAX. MIN. ROOT MIN. ROOT .:. , .. , PLANTING MIX I = q°' ° __ _ J 14 n... ri } ° t ".. .'. ', :' KEEP SAUCER LEVEL . r - - -- } ! EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIA. BALL DEPTH UNDISTURBED SOIL LINE (IF SOIL HAS BEE PREVIWSLY -'1. (AS SPECIFIED) ; A ::'' Y ....... ..1.. .. ti4,. t x . w } M s . >�. I i ! +' t PLANTING MIXTURE + 2" 12'-14' 16, 2e 16" DISTURBED, FIRM SOIL UNDER ROOT BALL ) i : p•,~ AS SPECIFIED 3 14 16 8 . - ; . - !:> >. .. . ;A' . <r- i \•.,; • rr'rI. '� `� : ; goCh a+ :;t .4 r., ri C9. IFKi4: S 1 : i SCARIFY TO 12" DEPTH fFEZAI# 8?RRa9iI[ffF 3REiffffl3 a '6.L.1.11 au ,- <.us 7 , 8F #i£Icit: @CnSYR1i+ #OtE t ] tW • 0.1 .--.--.. 840oD2 ::LEVEL GROUND::11 .. , : _ SHRUB PLANTING DETAIL N.T.S. O TREE PLANTING DETAIL N.T.S. O7 CONCRETE CATCH BASIN N.T.S. 0 B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www.bjac.com FOR REVIEW or ____ P. CARO � . �� q aF E55 /O4'. 7 Q CCA1 V' t 'vc I NEl0' TDDp ..F \c : Lams Plamdeg CiW FKPWFLrg Urban Orspt 150 Fmidi&d& SWd Skits 950 RaW#A. Nod Cauhm 27601 Td 919.719. I800 Far 919.7I9. 1819 ]vrlv.colomeshtm.wm CONSTRUcv,ON Nox Fpit SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC (b BUILDING PROJECT NORTH PROJECT NUMBER DRAWN BY CHECKED BY ISSUE DATE REVISIONS MARK DATE 7572-03 DJM RTF 5/25/11 DESCRIPTION SITE DETAILS < SHEET NUMBER a C703 #5 WASHED K xNE CUSS RIP RAP 6" MIN. THICK • 1• HIGH `\ " I' I PIPE GRAVEL AND RIP RAP FILTER BERM ONE FOOT FOR INCH OF TRUNK OR 1/2 HEIGHT WHICHEVER IS G PLAN VIEW OF ROOT ZONE FOR PRUNING SEE NATIONAL ARBORIST ASSOCIATION SPECS TREE LIMB REMOVAL TREE PROTECTION DETAIL N.T.S. ( 15 ONE FOOT FOR EACH INCH OF TRUNK DIAMI OR 1/2 HEIGHT OF TI WHICHEVER IS GREATE DEAD TREES AND SCF GROWTH SHALL BE CE ADJACENT GRADE. N ALLOWED UNDER DRIP 2x4" STANDARDS + 1 OR ORANGE SAFETY F MAY BE USED. BOC FOC EOP TOC m 24" A ' 12" 36" 12" A L m-_ SECTION A -A FLUSH AT EDP CLASS A P—RAP OVER )N—WOVEN _TER FABRIC OSE—DOWN JRB TO FLUSH ONDITION T CURB CUT CONCRETE CURB &GUTTER OUTFL CHANNEL PER PLAN � N 0.0% SLOPE NON —WOVEN FILTER FABRIC SECTION B-B 12 DETAIL NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. N.T.S. (11 6" BARK MULCH. PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. N.T.S. (10 LINING PER SCHEDULE 6" MIN. FREEBOARD MIN. TOP WIDTH, W BOTTOM WIDTH, B SECTION LOOKING UPSTREAM DITCH LONG. SLOPE (FT/FT) BOTTOM WIDTH B (FT) SIDE SLOPE MIN. DEPTH OF LINING, D (FT) MIN. TOP WIDTH, W (FT) LINING TYPE LINING THICKNESS, T (IN) ZL ZR A PER PLAN 3 2 2 1.0 7 North American Green SC150 — B PER PLAN 2 3 3 0.5 5 North American Green SC150 — C PER PLAN 1.5 3 3 0.5 5 North American Green SC150 — D PER PLAN 2 3 3 0.5 5 North American Green SC150 — TYPICAL DITCH SECTION I FINISH GRADE z FIRE HYDRANT FIELD ADJUSTMENT INSTRUCTIONS: 1. REMOVE THE BODY FROM THE TOP OF THE INDICATOR POST ASSEMBLY. 2. CUT THE REQUIRED LENGTH OF THE BOTTOM OF THE STANDPIPE FOR THE GROUND LINE TO MATCH UP WITH THE STANDPIPE GROUND LINE MARK. 3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF 9" ABOVE THE TOP OF THE STANDPIPE. 4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE APPROPRIATE VALVE SIZE. 5. REATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY. POST INDICATOR VALVE NOTES: -1. REFER TO SHEET C601 FOR PLANTING REQUIREMENTS. EXTEND EROSION CONTROL 2. 4-6 INCH LAYER OF AMENDED TOPSOIL IS REQUIRED IN ALL PLANTING AREAS. LINING FROM OUTFALL 3. FOR TEMPORARY SEDIMENT BASIN, CONNECT SKIMMER OUTLET TO 6" PVC. CHANNEL UP & OVER SPILLWAY (NORTH AMERICAN GREEN SC150) 5' 10 YEAR LEVEL TOP OF BERM ELEVATION = 5.5 CP LEVEL PILL�WAY WQ LEVEL $ * , INV. OUT — 4.0 _. POOL SEASONAL HIGH- — WATER TABLE _ ELEV. 3.5t tO FOREBAY OUTFACE LOW CHANNEL MARSH WETLANDS 7 HIGH MARSH CONC. STABILIZER BASE OF FOREBAY INSTALL CAP W/ AT PIPE OUT; SEE 1 = ELEV. 1.0. TYP. 1" TAP FOR 1" PVC DETAIL BASE OF DEEP POOL., INLET; TURN DOWN ='ELEV. 1.0, TYP. PIPE TO PLACE INLET 6" PVC OUTLET MIN. 6" BELOW PIPE THROUGH PERMANENT POOL BERM 6" PVC OUTLET FINISHED GRADE Lo AT CHANNEL 1,3500 PSI CONCRETE is C J\ CONCRETE STABILIZER DETAIL NOT TO SCALE N.T.S. 9 WETLAND SECTION NOTES: 1. HYDRANTS SHALL CONFORM TO CITY OF ELIZABETH CITY STANDARDS. 5" STORZ CONNECTION `3000 P.S.I. CONCRETE PAD 3/4" COATED ROD PROFILE NOT TO SCALE 10 PIPE DIA. PER PLAN PIPE OU PIPE PER PLAN N.T.S. (5) I PIPE OUTLET FINISHED FINISHED GRADE 36" PIPE DIA. PER PLAN 3"X4" DOWNSPOUT SEAL AROUND JOINT CAST—IRON DOWNSPOUT ADAPTER CLEANOUT- 90' BEND " PVC N.T.S. ( 3 P APRON TAIL 8/C702 N.T.S. ( 2 BUILDING FACE N.T.S. ROOF DRAIN DETAIL W/ CLEANOUT N.T.S. ( 1 B J A C 811 W. Hargett St., Raleigh, NC 27603 919.833.8818v 919.833.6898f www.hjac.com FOR REVIEW OF g eS� F& ' • 40 SEAL �" •.. W ;. J C-103 O'•:.fi C 1�c i� c� Vh,�� land Planning Landscape Architecture NCARo IIII//',,''' Engineering1, Civil U ban Design •`. �f ESS/00 *% �% 150 Fayetteville Street • 9 'tom Suite 950 Raleigh, North Carolina 27601 180 Tel 919. 719. I800 • :�� :;LNG I NEi.Q, • ��-`,� Fax 919. 719. 1819 ue wvxolejeneststone.cam TDDD F \C'?`�° uen111111 \ 07/z7/11 SCO ID#: 07-07054-02D EAST CAROLINA UNIVERSITY SCHOOL OF DENTAL MEDICINE COMMUNITY SERVICE LEARNING CENTER #2 ELIZABETH CITY, NC PROJECT NUMBER 7572-03 DRAWN BY DJM CHECKED BY RTF ISSUE DATE 5/25/11 REVISIONS MARK DATE DESCRIPTION 1 07.27.11 PERMIT REVISIONS SITE DETAILS a SHEET NUMBER a m g C704