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HomeMy WebLinkAboutSW8060810_APPROVED PLANS_20061027STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SWTeU (`�_1_ DOC TYPE ❑ CURRENT PERMIT E, APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATElpiE��, YYYYMMDD .. _ .. .. - _.- -.-__. - 1`s-�1' :��.�1:. �.. .... i�l. � ��1 iS�._i, .rW. � _ __ .: f_-ule5•l.�Fi7t�e1 t. lii.__r��i��: 1 Site Development For VICINITY MAP DESCRIPTION PROPERTY BOUNDARY EASEMENT STREAM STRUCTURE MINOR CONTOURS MAJOR CONTOURS GAS LINE OVERHEAD POWER WATER LINE SANITARY SEWER LINE SANITARY SEWER MANHOLE STORM DRAINAGE PIPE STORM DRAINAGE STRUCTURE TREE CONCRETE SILT FENCE TREE PROTECTION FENCE FIRE HYDRANT ASSEMBLY CERTIFIED WETLANDS (N. T. S.) EXISTING 10 -0 H P-- - O H P- - V�` - - -w - 0 0 F1 i OAK PROPOSED 10�---- ---C GO- TP F TP F - PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIG HTSVI LLE AVE, 8-13 WILMINGTON, NC 28403 �4 CAMPUS Q UARE JULY 1212006 WILMINGTON, NORTH CAROLINA w I------ - N//�� CITY OF w LONGLEY WILMINGTON SUPPLY 0.9, 1451-192 COMPANY ZOMNG� R-10 LAW f r� D.B. 2112-472 use RESKENU& � ZONN uw_ - 1\I t11M� rouslRua r ' 1 ARKS 0-0 ago __-- pw � ��� - i T-777-7`��7�777FL: i _ l \ f N/F U.D.R-T. OF .. NC, LLC. D.B. 1970-756 ��) ENTS i-E- L FL R. MIR APARrAW III ( Apmrdswr Kw FF.E.�78 FF.ErJ0.7d -lar w N U.D.R.T. OF NC. LLC. D.B. 1970-708 Z MrQ ,F-M ($D) L4w tff-: M"RTIOM WITHERS & RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS 7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina 28403 www.withersravenel.com Tel: 910-256-9277 Fax: 910-256-2584 A MBRAF,AM CRUMY N/F 111eAw PRELE F CLAM/UDE ALBERT BLAIR R-10 ,Iwo USE ,a»Ru COVER SHEET SHT 0.0 EXISTING CONDITIONS PLAN SHT 1.0 GENERAL NOTES SHT 2.0 DEMOLITION PLAN SHT 3.0 SITE INVENTORY PLAN SHT 4.0 TREE PRESERVATION PLAN SHT 5.0 UTILITY PLAN SHT 6.0 GRADING, DRAINAGE, & SHT 7.0 EROSION CONTROL PLAN LANDSCAPE PLAN SHT 8.0 STANDARD DETAILS SHT 9.0 UTILITY DETAILS SHT 10.0 LANDSCAPE & EROSION CONTROL DETAILS SHT 11.0 INFILTRATION SYSTEM DETAILS SHT 12.0 DOT PLAN SHT 13.0 II SITE DATA II DEVELOPMENT DATA: DENSITY- 2.6 AC. O 17.0 UNITS/AC= 44 UNITS PERMITTED- 44 ** 36 UNITS PROPOSED *" COVERAGE- (MAX. 30% PERMITTED) 2 BLDG. O 8,544 SF= 17,088 SF **7.54%** IMPERVIOUS SURFACES: BUILDING - 17,088 S.F. (15%) PAVEMENT - 26,108 S.F. WOK -- 1,014 S.F. TOTAL - 44,210 S.F. (39.1 %) PERMEABLE PAVEMENT - 7,885 S.F. (FOR STATE STORMWATER PERMIT USE 60% - 4,731 S.F.) TOTAL IMPERVIOUS AREA = 48.941 S.F. PARKING- (36-3 BR UNITS) O 2.25 SP/ UNIT = 81 MIN REQ'D 02.5 SP/ UNIT- 90 MAX PERMITTED TOTAL SPACES PROV'D= 90 H/C SPACE- 4 1. NEW HANOVER COUNTY PARCEL NO.: 3137(11) - 67 - 0139 3137(11) - 67 - 0047 2. TOTAL TRACT AREA: 2.60 AC.f 3. ZONING DISTRICT: MF-M (CD) 4. LAND CLASSIFICATION: DEVELOPED 5. THIS PROPERTY IS W1 WITHIN A SPECIAL FLOOD ZONE AS DETERMINED BY THE FEMA MAPS. 6. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO THE PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. 7. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED. G 8. ALL PAVEMENT MARKINGS IN PUBLIC �(/ -'D RIGHTS -OF -WAY AND FOR DRIVEWAY ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. 9. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON LANDDEVELOPMEN DISTRICT REZONINGTCODE A DII�f HE CONDITIONAL \\ ,�\s OF CD-11-405-M406. 10. MUST CONTACT TRAFFIC ENGINEERING AT 341-7888 FOURTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY. 11. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL 9 �Gi.'p ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED. SITE INVENTORY NOTES: 1. SOILS TYPES: SE, MU, AND CR, 2. THIS PROPERTY IS NOT IMPACTED BY ANY AEC. 1�1 3. THERE ARE NO CONSERVATION OVERLAY BOUNDARIES AFFECTING THIS PROPERTY 4. THIS SITE IS NOT IMPACTED BY ANY RECOGNIZED HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE. � O 5. NO CEMETERIES WERE EVIDENCED ON THE SITE. �. 'Q EA {; 6. EXISTING VEGETATION HAS BEEN LOCATED AND IS 03131 LABELED. = 7. WETLANDS HAVE BEEN CERTIFIED & PERMIT FOR % G, .41GINe::' PARTIAL FILLING HAS BEEN SUBMITTED.//i�RRY 5. S. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE. WITHERS & RAVENEL CAMPUS SQUARE 204479.10 .. ......... `� ' ' ` : 5 � �� •�;n ! R : � } '� I���r���sl,,;.'.z'�a,.r� "",;�. .., , E � i I � ��r`,:,� �, s' ,�, ;�:,,,;, ;;?.� ��.`, ,:� .� r�f�t .,�'>'� .Y , .i' '- . �i .... .. r ',.lr, .�'�:.�. .. .. 1 . � .., fil •, ._. , 1 f 1. ,5. �!' !i 1 .. ! � 1 ..11 �.'. .-}.�.. �. u�[,! �. fS N /F LONGLEY SUPPL' COMPAN D.B. 2112— ZONING: HM USE: INDUST Xci�DN N /F CITY OF WILMINGTON D.B. 1451 —19 2 ZONING: R--10 LAND USE: RESIDENTIAL D ALL p ARKWA (PUBLIC R Iw) �---- �---- _r— Ep S,. P 7g 3 —36 04 99 / 1 GUY n i GENERAL NOTES: 1. ALL TOPOGRAPHY, BOUNDARY. AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY PAUL TALBOT., P.L.S. OF TALBOT SURVEY PA, LAND SURVEYORS — LAND PLANNERS. 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I \ ` \ ` \.` X3STOP.'t MO NE °"�`K � 12 /F'� / 28.5 � N. --� --- —__—� _ — ��— _ y 1 .� i o 41 10" OAKS / S 84'14'05" W 302 X6°o 3o NG� 3l.3a —DES 859' �—--225.85' Xrop 35 3 W C I %<rD X3A 99 xTDP , / N F -5'5� INE DOG 1 " INE 3 ,, / ' Fy�.9ENG 6 WD/FFN�FNG '� G / xGg,28 J �� 2a� XGS. F 7 (� J J X�.2a U.D.R.T. OF a6 N C, L. L. C. f n n A n-7n -Inn is Revision Designer Wde;R Scale 1 •=30• Drawn By Date BCC 5-12-06 Checked By Job No. MNH 2O4479.10 CAMPUS SQUARE , WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA EXISTING CONDITIONS PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 --k PIRV Imo] N If-0 M WV ` 10 V)/ N k I 1 } in 1 ti () 3;..0 a 0 D C O 0 � EP-92 111 ri C I� N j .h1y it EP.75 � ssMH j RIM-3 .95 j` INV=25 89 a 38.8p %9 (n pIhf EpaA r2 -6 jf U N ' eaG I � } I PI E 3( 3 "OAK A 7 5 f 7g (n EPOS y N /F ABRAHAM CRUMMY N /F THEALO NOBLE N /F CLAUDE ALBERT BLAIR ZONING: R-10 LAND USE: RESIDENTIAL R 'a SEA 031315 i,G,9RR j S� ab l 2 c��6 IC SCALE 15 3( inch — 30 ft. WITHERS & RAVEN EL ENGINEERS I PLANNERS 1 SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.withersravenei.com 60 Sheet No. 1.0 1 i' 't �" � � r � y i r l ' i ti i f .a • f 4 T>>11l' 1 ! 4 { tir''.i s� 1 1f 1k• ='1 y �l i,'i+4 .+t}til,: it COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF WILMINGTON AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK. AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. GENERAL_ NOTES: 1. ALL TOPOGRAPHY. BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY PAUL TALBOT., P.L.S. OF TALBOT SURVEY PA, LAND SURVEYORS - LAND PLANNERS. 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES. TELEPHONE CABLES, WATER LINES, ETC... 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' BY THE DOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -GTE. 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800) 6.;2-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE. AND CONCRETE CURB & GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS. SLABS. STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS. PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY. STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5. ELECTRIC, TELEPHONE. SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL 8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE:, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. Date Designer W&R Scale Drawn By Date BCC 5-12-06 Checked By Job No. MNH 2O4479.10 EROSION AND SEDIMENT CONTROL NOTES EROSION CONTRQL ANQ SEQUENCE OF CONSTRUCTION NOTES: 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. 2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 CALENDAR DAYS OF CEASE OF ANY GRADING ACTIVITY. 3- CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. 5. WATER. FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY NEW HANOVER COUNTY. MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 4. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. STABILIZATION NQTES 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES. STOCKPILES. AND ANY OTHER UNSTABILIZED AREAS. P RMANE T SEEDING SCHEDULE - MIXTURE_ 52 Seeding Mixture SPECIES RATE (LB/ACRE) CENTIPEDE GRASS 10-20 Seeding Dates MARCH - JUNE Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. Seeding Mixture SKQES RATE (LB/ACRE) Rye (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN. KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER. Wlixt3 Lt 3 N � *'m FALL RYE (GRAIN) Seeding dates RATE (Ll3Z&ME) 120 COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SETT NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL Maintenance REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS. ELECTRONIC DEVICES. HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES. CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES. WATER LINES, ETC... 2. CONTRACTOR SHALL COMPLY WITH THE: LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS. FENCES. SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK. SUCH AS TREES, VEGETATION, FENCING. ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. 5. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND THAT LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. 6. NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THESE LIMITS. 7. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED. 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM (LEAN AT ALL TIMES. 8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR. DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION MALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE. COUNTY, AND LOCAL CODES. 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS. CERTIFICATIONS. EQUIPMENT. ETC., THAT MAY BE REQUIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL UTILITY NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF WILMINGTON AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS. 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO (MOUND BREAKING. 2. EXISTING UTILITIES AND STRUCTURES SHOWN. BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. UTILITY COIN„ AT CTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-OW-632-4949 NOTICE REOUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE UTILITY NOTES: 1. EXISTING SANITARY SEWER SERVICE & WATER SERVICES ARE CONNECTED TO THE EISTING BUILDING. NO ADDITIONAL SERVICE IS PROPOSED. 2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET. CALL 343-3910 FOR INFORMATION. 3. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITYS CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION. 5. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANTS'S CERTIFICATION HAVE BEEN PROVIDED AND N.C.D.E.N.R. HAS ISSUED "FINAL APPROVAL" 6. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, AND TELEPHONE SHALL BE INSTALLED UNDERGROUND. 7. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 8. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY. 9. MECHANICAL EQUIPMENT do ALL TRASH RECEPTACLES SHALL BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL U. J_OCO AT 1-800-632---4949. CALL BELLSOUTH O 1-910-392-8712. 11. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENTS OF ANY UTILITIES, CURB do GUTTER, PAVEMENT. ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND 12. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE FLOW TO EXISTING DRAINAGE PATTERNS. WITHERS & RAVEN EL ENGINEERS I PLANNERS 1 SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 2W3 tel: 910-256-9277 fax: 910-2W2W www.withersravenel.com Sheet No. ._. __.. - - - .___ -i r - -r• - -.r ems ,r. �:�`-C,�.rT r�'�..-) j Tom. , .T jS rr77 ,T'. _ _. i{.' . ! ! pia.:.. a . �, •.a•. 1 � .____._ i'i: _ . ... _ �'_`:i ti !'�l�'•!i:�'� Z M_.'1;_i115ts°�'_i=g ! `n �f:f_..[:-,_.:1 DRIP LINE Y / / / — �1 1NV 34.61 ` __---••-----�-----------_-----_-_= �`---�_~_� n -- - - _-_- ----- ---_ — 39 OAK 1 _ — — --_ ^ — _ — — ._— -----J — / AN \`I--------------------•--•------------._-----------------------^--� fY -------....--- 1 111- I -------------------------- ------•-------------•-•---------- -------------- .._.....__.._---� --•- ~. -- - � �� —��� ��y �_ _ + ^ — — — — - - — — — — — — — —_--^ r'^.,^� ._._-� T^ ^___•Y" ^~ '�^�`^^—^T_ � ""'`_' '——.r^—..---..\ 1 /� ' —1 — — � -._ A-::: TWIN ! I 48" OA 1 — / �� _ - r - - _ - 1 ♦ 15" SY " SyC l N 83'41'30" E , 449.8fi' 1 \ �K —\ i RE / -74 F� rI� .K�ywyrl s�0' — ry 1 DA f S oak It �- �� —~1 7" SYC — _ — \ \ ♦\ `\ , 1�- -- ` ` 1 S RE 77/7 / / f j 9,. S a�s1 ``� S YC \ \ � `� \ \ ~ � \ ♦ � L- - e" OAK / / / i j / ♦ \ `AV I /1 1 1 { EX. DRIV TC� / ! 1OAK 1 1 - \ \ \ \ ` 1 y I BE CLOS 41 BLDG I TWIN 1 �t.6 0 �/ // // ' // i ♦\\ \\\ \` !` `\ \\ -r II 11" DOG }} 1v / 13" N F /, / / // i \\\ \�� `� \♦\ I I \ EX. BLDG. � 1 \ 1 ' 0 U . D . R T. OF Y6- OAKII II I/ /1 ♦ \ `\ ` _ \ I I BE REMOVED \ L.L.C. _ \ \ o N C, •I. -v l I i / r r ` \ \ 24 PIN X14" PI z D.B. 1970-�-708 ZONING: MF-M (SD) \I/ / J I f LAND USE: �� I I X,.31 i,/ GUM f ' TO\�E MOVED ``♦ �`\// SINE \ \� h� 1! 14" INE } APARTMENTS1`�I 3 f \\ �� _ _ EXISTI LIGHT POLE AND \ 1 " lOG i �� CA N• I I `� `I' `I' �'�_ \ SOCIA D CABLING TO BE `° •- / oak lift / 1 "OAKOMPANY �,� _-__ -- -- _- --- e 1 EMOVED,! COORDINATE W/ UTILITY\� �♦ lk EX. Bt[17 G. TO \♦ OAK _ _ I I 1 BE REMOVED i♦ / 1 .� .I/ 18" OA* `I' ` V\ �`�'— _ — Y — f — J �\ I b PINk 1 / IV L �V �r - - -a1 r- - Ali _ _ - *V \� I `♦ ¢I ' // 1 I 4 i } 1 y •� /\—_ — \\ 1� EX BLDG oa � y \ �I/ �l/ �I/ �1/ / / �I/ ` , GUM „ �> � 5"��E\ I k � � .I. .I< �/ .1. i y •V � .V � w �C ry � � � .lr �V` J \ i EX BLDG I ! I Ili EX. DRry iTO _ I i`\ 5" PINE 1 �1�y EX. BLDG. TO ti 1 BE CLOS �~ ^J' — I \ PNE /l /I I BE REMOVED — 1 \ 1 � I IEX. 1 / \ i ,LII � l� MOVED. TO /1� 14' X:\ NE \ _��// j !! 1I 2 \ 1132 OAK �I/ �!/ - � 2 ' �.!-{�f r t � / r \ \/ + I f \\I 4� PINE/ 1 4' �I�II I ^ 5" PIN `r' -`' `1, `i' `�' — /� I I I Jq jr( W 4 1 V� W // l ;� PINE` ` ; 2- NE � 2" PI{VE/ ` �4 P�II/ f/�� I I \ i � / � - r l I 3..,{ I f i 1 1 >fr �+�' � L I , / " ` 1!/ J/ .1/ / _ - J/ // 1- _ �// 12" Pm1 - r 1�'=�INE� ` E/ EX BLDG 1 I - I � f fi 15" PI ttE- ., / I N / % �-1_3 61 N E // � ♦ � fl j \ I 1 �11 Qi �l/ �/ J/ `l/ 1`l/ �16 " F I P 7 / �/ / ;� " % / / I I ,1 / i TVv i N , i Iy.,_. - J w Y � / � N / � 1 ' () " i q, I PINE "�zNE/Pi�� I �\�IIdE / /// I I\ i f I / \„ \ I — _ 3 12 SOAK r-�/ 1\ \ I I `L /PEC 1v I ��jj DOG, f PIN \ ♦ . 9" P{NE I / / I I I y- �/ / Ci/ �r P 1/ �' E 1 " oo�w000 I 3" PINE !I I / 1-v ,V �V 1 '1/ ks w `� ! 1 1 TWIN _ ` TWIN TWIN /♦ l/ r1s \ -{ oal ♦r/ / -� I! \ 1 f \ \ 8" ID G e G 4" 4" AK �r \I y �/ /' .V .k/ N q/ �'l3) 1 o" .v -I/ II `V V PINE 1 8" AR 10" �AK OAKS f-�`� _ �`- �/ J/ 1 1 \ - ---------------- \� -_ _ -\ - __---- --------------------- STONE` - cw� - - _ _ -__ - a• OAK POP/ / - ��--------�—=-r--'-----�---- — — --- MON. -� -- — — — _ ___ --__ �__-- �_== 83`59'=-225.85 _35 _ _ S 84'14 05 W 302,, 9' / a 3� /' 32' — N/1 33" — — 4 1 E DOG 18" NE 3 Rk U.D.R.T. OF / N C, L. L. C. / D.B. 1970--708 AK—CL STER / / ZONING: MF-M (SD) LAND USE: CLUSTE // I APARTMENTS W Revision Designer wa�z Scale 1 ~=20' Drawn By Date BCC 5-12-06 Checked By lob No. MNH 2O4479.10 AND ALL �- 1 CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA DEMOLITION PLAN PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 xT, i II 1 i } 111 1 � Vf �N Cnq 0 C �3. " } SSanla REM=3 .95 INV=25 89 I � �C� } PIN }I Ij 38 OAK 1 al } I }l } 1 NOTE= PRIOR TO ANY LAND DISTURBING ACTWITIES TREE PROTECTION FENCES S"LL BE IN5 {ALLED AU34G THE DRIP LINE'S OF ALL EXI5TWz TREES LABELLED AS TO BE RETAINEDr NO STORAGE OF MATERIALS FILL ETC. AND NO PEDE57MIAN OR VEIIICULAR TRAFFFIG 514ALL BE ALLOWED INSIDE OF THE FENCES DURING CONSTRUCTION. Tree Protection Fence Detail AB CF ALI ZON u5 1 •a SEA r 03131 FjyG I � 4 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. WITHERS & RAVENEL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-25fr2584 www.withersravenel.com Sheet No. 3.0 . . . .... . .... 7+.,';'iY,ri:trri,,q�ssjij"{;555? 4,Lt;Jllir f .r M.ut 1 FIRE .LANE .NO PARKING LUI4I44V. 111V1 Lrti1.N USE: INDUSTRIAL__-- - - - r ,ter f` �� �s� v s �► FIRE LANE STRIPING DETAIL N.T.S. NOTES: 1. OUTLINE AND WITCHING OF FIRE LANE SHALL BE 4 INCHES IN WIDTH AND RED IN COLOR. 2. LETTERS SHALL BE 1 FOOT IN HEIGHT, SPACED 3 INCHES APART, AND RED IN COLOR. 3. TEXT SHOULD READ EVERY 100 FEET ALONG DESIGNATED HATCHING SHOWN ABOVE. 4. COORDINATE WITH FIRE MARSHALL BEFORE INSTALLING. Alaimo .0010 DEVELOPMENT Q.ATA: ¢i i - DENSITY- agof Q 2.6 AC. 017.0 UNITS/AC- 44 UNITS -CIO 00 � 3 � � --�� �- _'` -` - r r- (pUBL1C , -�-- amOWR g` i ¢_ r �� / PERMITTED 44 36 UNITS PROPOSED ** � moo� � � � COVERAGE- (MAX. 3QX PERMITTED)_ - r 0W! !! ���/ �� 2�� * O 8,544 SF= 17.086 SF --- i 00 aft �� BUILDING HEIGHT -32' FACADE wo ow wo SW SW�,� s / ��i IMPERVIOUSBUILDING ACES: 17,088 S.F. (15X) ON00s��sss��-'¢��l�00 ��� ��� PW SEKT - 26,1081 S.F. rOrAL - 44,297 S.F. (39AX) ¢ ¢ I� PERMEABLE PAVEMENT - 7,885 S.F. (FOR STATE No ¢ TOT MW TER PERMIT PERVIOUS AREA=48,94145 F1 S.F.) CITY OF WILM. DRIVEWAY �.� �- f - ^ _ r lNV•s� � � � �� - � T - - ^ - - � � � PARKING- (36-3 BR UNITS) APRON / TURNING MOVEMENTS,�: J - - - - - - _ - - _ r� � �' j TO BE RESTRICTED TO: �,� � �` / _ - .5 S / U UNIT 0 81 MIN REQ'D D RIGHT -IN &RIGHT -OUT � •� � - � � a2.5 SP/ t1NIT= 90 MAX PERMITTED mm 61 TOTAL SPACES PROV'D- 90 H/C SPACE- 4 OPEN SPACE - (MIN. 35X REQ'D.) N �p 2.60 AC. 39.640 S.F. ** 61,701 S.F. ( 54.5X) PR0V`D. •* FUTURE 10' MULTI -USE PATH, PAYMENT IN LIEU TO BE RECREATION AREA - (FAIN. 50X OF OPEN SPACE) \ \ - SIDEWALK COST 12 19.820 S.F. ACTIVE dl: PASSIVE AREA REQ'D. 30.640 S.F. PASSIVE AREA PROV'D. +'* MADE FOR 5 r n C V (REMAINDER FOR ACTIVE AREA TO BE MADE AS l PAYMENT -IN -LIEU) r _ _ -� \ / .5' SIDEWALK OR N 83`41'3D" E 449.86' 4 � ! EIP qt O ' a „ J/ y \ Y �-~r TYP I TYP 1. NEW HANOVER COUNTY P . 72 3\ / T I } ARGIL NO.: \ \ , f _ r ` E /� 3137(11) - 67 - 0047 R 4/ 14/ \1/ -t/ �4/ f R25 S 11 2. TOTAL TRACT AREA: 2.60 AG.t 9• 5' S 9�R' '��, 3. ZONING DISTRICT: MF-M (CD) y y y y , 4. LAND CLASSIFICATION: DEVELOPED -T R STREET SETBACK 5. ADDRESS: 370 do 376 S. KERR AVE PROPOSED ASPHALT PVMT. 14/ J/ PROPOSED ASPHALT PVMT. _ HANDICAP 4�/6. THIS PROPERTY IS bW WITHIN A SPECIAL / FLOOD ZONE AS DETERMINED BY THE FEMA PARKING SIGN, g' WIN 0G 1 _ l MAPS, y y 1 � A � / TYP -� g' 9` 9' C p`.1 T y , 9 7. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS N /F �. �V R5 RV R5 TYP TYP TYP R5' ' J OPEN TO THE PUBLIC TRAFFIC ARE TO MEET J.D.R.T. OF y `� I .•,.,, � T MUTCD STANDARDS. NC, L.L.C. y y 30,640 s.f� - 708 PASSIVE / � p.P4 E 8. ANY BROKEN OR MISSING SIDEWALK PANELS B 19 7 0 20' AND CURBING WILL BE REPLACED. y y REC ,.REA -4/ 13GUM 4' 0 1 a, 1 R , 2 1N c 12' 9. ALL PAVEMENT MARKINGS IN PUBLIC N1NG: MF-M (SD} �V 2 14 EOP -E P LAND USE: R25 - APARTMENTS y �V y RIGHTS -OF -WAY AND FOR DRIVEWAY ARE TO 25 � 12 ,�i 13E THERMOPLASTIC AND MEET CITY AND/OR � �G vl � _ NCDOT STANDARDS. R5' S R5 R5' 4 cn 10. ALL DEVELOPMENT SHALL BE IN ACCORDANCE y y -- - WITH THE CITY OF WILMINGTON IJWD m 1 >\? DEVELOPMENT CODE AND THE CONDITIONAL a DISTRICT REZONING ORDINANCE --- - `� V) CD-11-405-M406. FIRE LANE //- y PROPOSED ASPHALT PVMT. 24" 5 - MUST CONTACT TRAFFIC ENGINEERING AT 24" C&G, y y y STRIPING, TYP C&G. t 1. 341-78M FOURTY-EIGHT HOURS PRIOR TO TYP W W (A TYP �JK - i ANY EXCAVATION IN THE RIGHT OF WAY. y I 12. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT U y y R5 FENCING HAS BEEN INSTALLED. ' r � �F� � � R2S, W y y y DUMPSTER ,.. v PAD dl '� IISITE INVENTORY NOTES: .CO y ENCLOSUR$ R y *� \ ' FIRE LANE 49' 1. SOILS TYPES: SE, MU, AND CR. cD Q -1/ 14/ y y y \ a ,V ' �' y \ Y NO PARKING v y y 1I/ .V �- \ p r. \ s, 2. THIS PROPERTY IS NOT IMPACTED BY ANY AEC. w SIGN", TYP y y y �, y ,I, ,I/ •1/ y y y 6' `�ONCREre y � \B LD G. #�2 6' CONCRETE B LD G. # � r S• 3. THERE ARE No CONSERVATION OVERLAY SIDEWALK --.STORY SIDEWALK 3-STORY a: 5 CO C ET BOUNDARIES AFFECTING THIS PROPERTY N y y y �I/ �1/ J/ y y y y y . 5 AN SIDEWA 4. THIS SITE IS NOT IMPACTED BY Y RECOGNIZEDl y A P 46R ENT B LD G. APARTMENT B LD G. HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE. y •L/ .I/ v/ y .L/ .I. .I• .I/ •v .I. a/ .v V,. .I, y UNITS 1 8 UNITS 5. NO CEMETERIES WERE EVIDENCED ON THE SITE. ' s s' conlcRETE \ y W ELAND y y y y y y y y y E\ r F. F.E. = 39.75 SIDEWALK �� 6. DEL D VEGETATION HAS BEEN LOCATED AND IS AREA TO y F. 39• 7 5 20' R W 4 N .� y y y y y y .v y y y 8,544 SF / REMAI�( 8,54� SF DEDICATION \ � k 7. WETLANDS HAVE BEEN CERTIFIED do PERMIT FOR UNDISTURBED �, y y \ 1 l PARTUIL FILLING HAS BEEN SUBMITTED. y y y y y y y y y y �, y I FOR SOUTH <. I p WIDENING i RR s. OR HABITAT ISSUES ON THEE IS NO EVIDENCE OF ENDANGERED SPECIES y y � . � } y y y y I '22,1 y y y y y y I 4 N 1 ENE y y y y y y y y I j X ' 20' SID Y ETBACK `2 . L-�- _ _ ,� CL y y --�- -�.-� �--- �' y � y I G TWiN�4 OG4D G � .'� S ,4/ �L y 4/y y y W E7313 (0 ,^ y �1/ J/ y y y N y y y >< N �! '� ••.FINE,•' \`� STONE j � I S 84`14'05" W 3Q2.79' S 83'S9 45" W 225.85' _� `4'06 Revision: - Designer WBcR Scale 1 "=20' Drawn By Date BCC 5-12-06 Checked By job No. MNH 2O4479.10 ADDRESS: 370 & 376 S. KERR AVE CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA D.B. 1970-708 ZONING: MF-M (SD) LAND USE: APARTMENTS SITE LAYOUT PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-8 WILMINGTON, NC 28403 I GRAPHIC SCALE 20 0 10 20 40 1 inch - 20ft. WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.wiO*mravenel.com Sheet No. 4.0 t 3 S 1 r - aw aND 201" an Moil, mom Wo 00 N. WE 00 10000 own ,as go VW so we ago ago low JIM lot so* Z r � 300 -^" VM __r-.. a-� �� ;'` /f� ~GENERAL GRADING NOTES _. �- �'� ,sue `��� 1 �, a -- .. 0, 00 rw r7-19 .} ,..' vlf ��I E HAS BEEN r - _ 1. - ..r• _ J � � -. -"-y- �.-_.. - _ �' ____ . _._-� � P �� `REASONABLE CAR EXERCISED IN o -�"' � � � `� �� ('� �>� -'`� SHOWING THE LOCATION OF EXISTING UTILITIES ON i - LOCATION OF SUCH TREE � / THE PLANS THE EXACT -� �; PROTECTION ' r/ ®F g / UTILITIES IS NOT KNOWN IN ALL CASES.THE a- -c'��aF, •� -- E FENCE TYP.``GY-` CONTRACTOR SHALL EXPLORE THE AREA AHEAD • f �� I ELECTRONIC DOF THE UNG OPERATION IO DIGGING OBSERVATIONS, �'---t�'34-(1""_�w.__ f� �. `<rA Ea/OPT y ''� r ✓AND _ _ sow f` 'J> J�� �' T PERSONAL CONTACT NTH THE UTILITY COMPANIES �- _ EP ENDWALL DOT _ 3,n , \ ONION--- /� '\ i / .� IN _ ORDER TO LOCATE EXISTING UTILITIES IN STD 838.01 - , WN,� ` r t N r INv 34.61 `� -,� f�� EY r r' l`l s 5a `1'E I' ADVANCE OF THE TRENC ONS SD AS ENDWALL DOT- _ = ' _ ; 0._�� ■I`II■■■�i• 1•�1•■■■�■■■■■fr _.. - _ 1 HING OPERATI i TO AVOID AND PREVENT DAMAGE TO THE EXISTING STD 838. 1 <, A� f �■ ■ ■ ■ ■ ■ ■ ■_ ■_■ ■ ■ ■_ - - _ _ _Yra'- {���, 1 I UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO lr. �e.it-.BS..- !� ■ mouse _......_ _... ._- _. _ _•F. _ .. _- ..__ -_ '-_ __ __ ._.. ...... ___ __,.._ _, - .`,.. �_ i /`�f .._._. ry.- ___-- __ _--.-_ - -..._ ___ _ _ __ �,...r _ _ -�„`, � _` i ; jt � -, � (�; ,-", THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE low Im ■ ■ HECK DAM -- _ .� -^-"- - --' - r;� _ _ i,, ' _ , �w �' OR SHALL ARRANGE FOR TEMPORARY r ,__ I CONTRACT 60� -3fi" RCP 0.3 C - - . r - _ ._ - -� _ _ - i -- .. _ cc -%__- - . - c�/° .t r ', PORT OF EXISTING -- . _. - _ - _._._- r oo-�� 1 4 V SUP i. SUCH AS 3Q.7 - - - _ ... __ ._. . -- -- -- - _. _- _ .-�_ _ _ .._ - _._ _ -°- - "� -- �' -. _ -_ __. _ _ " 'f ' <` ,' CONDUITS. FIBER OPTIC CABLES, TELEPHONE - 1 1 _ - - _ t Ii SvEi . f . ETC.. 'Jim '-•, � CABLE WATER LINES ETC 2. CONTRACTOR SHALL COMPLY WITH THE LATEST e r)4o,70 39.00 5 REVISIONS AND INTERPRETATIONS f °J-p/° 3$ OF THE r r ; raP/° o.a��` �~ _ •-- y� - -' �- L r 3 - / � � , i j `� `",� ,. 1 � 4 � 1 LABOR SAFETY HEALTH - - �` t r. REP REGULATIONS OF AND � i J r„,--:• � I i E I REGU � CONSTRUCTION PROMULGATED f 9.4 ` _ ` SI i �`t :I UNDER THE OCCUPATION x2 .. . 3 1 \ `,`v'i' _ K s '3 AL SAFETY AND HEALTH _ ACT. _ - -E CE c i• 'E I K • - :' i �.� �.�--- _�. CON r-� �• i a _ TRACTOR ',_-..• .Y �. SHALL PLAN r •!-IAND CONST RUCT WORK r ,; .. _ 8.4 SILT FENCE' �c+�^ .r 1 4 �I A .� '/S TO CA USE MINIMUM f� � • :, - M INCONVENIENCE TO S i �. P _ I TO THE , "` :' - • t a;' OWNER AND THE PUBLIC. THE CONTRACTOR 3 r Srss, , 3z. J90Eo _ . SHALL PRO MAINTAIN AT ALL VIDE. ERECT AND 'aAx 1_71},tr� _ 3 _ TIMES DURING THE PROGRESS OR TEMPORARY f s' RETAININd WAIL � � e �- X11; g ►_,�A►s_srOW AWAV �ir_.,,rW•.wrsVrrrrsr.wrrrArrr.��FENCES SIGNS OR OTHER AD A ROTECTION, MEN AND WATCHMEN a1•�_ � f r _w ~ AV AW ���AV � � -PUBLIC AS ENGAGED �ArAW le-7r�r s��1 isAwAff Ar.rrrrirrr�►srr�s.r-�-tee wrriria �'JNECESSARYINSURE w��rw+rwrii�r� I����rr3AliYt1YY•::f7E:�?•ssl OF , 1 PUBLIC AS WELL AS THOSE ENGAGED IN THE �11/rrrrrifrr'^►r-/Wrr.Errrril/r - .. 39" ` 39 : x� SIGNING s 17 oa,{, i � .5 � -- --- -- � � __ _._ ._ '� � � � _ "` � � i I ,� _ `- � SHALL BE IN ACCORDANCE WITH THE LATEST �, ', `'•'" 'i EDITION OF "CONSTRUCTION AND MAINTENANCE 7 i i OPERATIONS SUPPLEMENT TO THE MANUAL ON 60.00 LF 15 HDPE 0� �106 LF 15 HDPE 0 0.307a ;,J / 5. 1� > PRO " 7 t fit' rll �{' NCDOT.UNIFORM TRAFFIC CONTROL DEVICES" BY THE GETAT�DrI r 1 cn ca xis 4co Y *' 1 �� 87 0 X70 _ 1 NFILTRATIO ^ _ 4. ALL MATERIAL CLEARED AND GRUBBED BY THE N /F � FILTER �.J^r I l CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, ol �V Ji i v \ 12 �, '„j 1 , ,P 92 SUCH A5 TREES, VEGETATION, FENCING, ETC... / 1 r. -� 4, 1 �; SHALL BECOME THE PROPERTY OF THE N C L. L. C . X 1 ` 3 ti 4 ! CONTRACTOR AND SHALL BE PROPERLY DISPOSED s GS 19 f ' 5s -; 65 + J OF OFF -SITE OR BURNED IF PROPER PERMITS ARE D.B. 1970-70$ P OSED j R °R/CONr_R \ t, h:', { f � HAD WA ' , cn �. �`' ,' � 5 � `- " RECEIVED. ZONING: MF-M (SD) .L �.i z9= 3 1 .� 3j 1 ,r4 �7E I, �. '�` � } 5. PROTECTIVE FENCING IS TO BE MAINTAINED ~ THROUGHOUT THE DURATION OF THE PROJECT AND LAND USE: ! f / \ � r � 24AWE _> CONSTRUCTION APARTMENTS ��, 7 ;� ll 31.°3THAT � � M ` o � ♦ 34.7 �'4 t� U � l �� t J^ `� � CONTRACTORS CLEARING AND RECEIVE ADEQUATE y� jE_s ss SILT FE �;tcs ® s �2op' E '"� ° • F INSTRUCTION ON TREE ).. 1 i cs ` W ' �' ` t AND METHODS. PROTECTION REQUIREMENTS , r' gj �4 'r O 3� } ` _ P'1°- r 3�,�- ?+�� P i ' 8. NO LAND DISTURBANCE INCLUDING TREE REMOVAL M - - -- - - w J" M ` - � - ; - FE.a [ so° IS TO OCCUR OUTSIDE THE GRADING LIMITS. �_ �� EPd C R �' i .M MCR RM1 ��857. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL _ 6 - v ti, 3s,47 ! \ SS �a.7s 4Pv1 ; ALL TREE PROTECTION FENCING AND SILT FENCING - AK . _ _ _ - TAN/snot_-,_- . - �- I 1 �� 'f 35x HAS BEEN INSTALLED. SS - S' \ i 1 w,1 X27 �_.,.�, � S5- % � � � E 133.E \ � � f ,1 �,J7. - ` � I , cs-li i 3 rl 03 �� 'a o6 . 1 TEM RARY mil• j`�' logic�I� 1! - j '�--� I CON UCTIQN 10 r' / TREE - 3 EN NCE ! i ! _PROTEUON v, �,1r - 38 39 Q < i 38 C j 38 C �\ M FENCE TYP. r ( I , . •,30.64 1 � ` I . � 1 , f I6PfN (}M� f GS,7J. Vr` W W �/��,/!y��,, "_ `-^ _ �- ._.. __ .... W - ` I.7 r < �.32. SOA9 Y;5 C 3.7 f .< y �_ 29 '� 27 K .S f` 31.01 jIt - i I d" FEN/LV Z `�C28U 7 j i < �` L�� 3 �Y I .V y •I. 1 RFOPOSE ■`■ ■ ■ N ■I,■ � 1" ■ %� � Qc M J/ �►. � k L IJ G - 2/ l l r` f P�°oD �� i LIMITS; OF C RING � ' > RETAINING WALL = 3 AND GRADIN II `I, \`I� v�l, I' `'. �_ T '�"-i� �'[%J° i 1 W W W W W W W W 1 4 W 4= - `�i W W I, ` � I O N \ I. �`35PfNf" f . ,3 ,31. 1 1 T S� .'�E�TAP 3°34 APARTMENT P't L LD &1 ,, ,, f � ,v y ffl f 'IN UNIT 18 J ` N34' i E � ycs.27 +39 ' 30AK z fd :37.s9 • • F . I_ . 3 7 5 Ez t7 s«c c$ F .E - J l j • 826 '4 ; W � �f{ J/ *li [7.49 i `294- il�072 "�]SPINE 59 F E i,1�8.p . t 038.g5 i E } .i;hJ . ° l '"E0.3G ��.&6 N i � 1 %�cs as i �V �I/ _ .ad/�>I 1 Ji / i NE swEo ° 4 £D �° 4LA .V �V . ROOF DRAINS (SEE �28 % DETAIL ON SHEET r4Al �Y G10.0) }(28.76 r tS 8 ■28. 9 16PINE � 3. + ;,-3313PECAN22 i .=• \° . ; �. i 1 �.! W75AfFE `'' oG° - /' - - ``c6 rV ���.4 F ` _ `.' f j\�✓'1 I - j INF74PI 26.3- V7 Vi W J..� l S W \4/ 5 �'79pfNE ,f. I `s� y�35-225°OG ' _ f3 'K 7 is �s i r� v 4 TWIN/ rJ E11 .:i ,02 _ }, Li� Gs ' /' ___s - :4`IspINE``� J,1'.a713PiNE ' ,30 ppf, L'1 f l i 38 `V - _poaKs 3 fi-7' *'�I/ �V 1T cP' 1 `�i � / �{/ � � l r � T l,>�i " �l/ �I/ �l/✓ -- � � �;,�/t� �� ;:�TwiN °fir v� � � � � j! `t 16 15 14 17 > 3 t a7.,4 ' •ii f .li PROPOED . ` -� CGS �RETAINING ALL - - _ _ ---~ " - ._ 5 off 7.12 , "'~ 4 =41 �xYa:9 r d6•.. 1, 7 7i7; . ,..ti,. STON aoAlc `� `wit /�V �f/ �!/ w �I/ �L �V �L y �I/ _ ` ■■■ii■ ■■ ■■■■ ■■m- ■■■ ■■■■■ ■■■_ ■■■■■■ ■■■_■■■■tom TI�X zl ° ao T ° N ��'rf o�ooc oP I 1 t1 p - ` E / =3.78 _3.EVgg �. - _.. _ - r MON, _ __. 5. . . _.. �„r_�_.. ' f - ( S 84'14 05' W 302,, 9' so° IiV _ __. -- -- - - _. - -__' ✓" e$ z9 / ! TOF c�ErD ��p.9s X31 s _ _ .- a3� - B t ..- 7'+J_ScJ f° [ wp/eNN°f. N�F3� j�.,9 EXISTING WETLANDS 6 U . D . R . T. OF J' rF, s wn/F� COP ,S I '� 6 , Storm Design Table = 37,068 SF c, ,`{1; , i !i1:39.0� �. �: `A. / Structure Structure Line Len th Pi a Class Pipe Size Pipe Sloe Inv Elev U Inv Elev Dn Gmd/Rim U N C, L.L.C. ;EP = g SEA, _ EXISTING WETLANDS = 37,068 SF (0.85 AC., tit ;- 0�}31 AK�6�TFR 9 P P P P p D.B. 1970-708 _ _ � (From) (TO) 00 (in) (°�) O O (ft3 6 5 60.00 HDPE 15 0.30 36.20 36.02 38.65 / ZONING: MF-M (SD) WETLAND IMPACTS = 7,804 SF (0.18 AC.) LAND USE: r' �� ° •�I ` 5 4 106.79 HDPE 15 0.30 36.02 35.70 38.65 1 APARTMENTS - u //?RY 4 1 3 104.21 HDPE 15 1 0.30 35.70 35.39 38.60 3 2 12.00 HDPE 18 1 0.33 35.39 35.35 38.10 2 1 8.00 HDPE 18 0.25 35.35 35.33 38.45 10 4 71.50 HDPE 15 0.29 35.91 35.70 38.60 9A 9 78.43 HDPE 15 0.32 35,85 35.60 38.30 9 3 71.50 HDPE 15 0.29 35.60 35.39 38.00 8 7 97.00 HDPE 15 0.30 35.72 35.43 38.20 7 2 26.50 HDPE 15 0.38 35.43 35.33 38.20 2 12 10.00 HDPE 15 0.30 33.86 33.83 38.55 12 End 255.00 HDPE 15 0.72 33.83 32.00 38.45 16 15 40.00 HDPE 8 1 0.50 37.00 36.80 38.50 15 14 53.49 HDPE 8 0.50 36.80 36.53 38.50 GRAPHIC SCALE 14 13 83.98 HDPE 8 0.87 36.53 35.80 38.50 20 0 10 20 40 13 9 26.76 HDPE 8 0.75 35.80 35.60 38.75 18 17 40.00 HDPE 8 0.50 36.95 36.75 38.50 1 inch 6a 2 ft 17 14 42.50 HDPE 8 0.52 36.75 36.53 38.50 Q�Revision Designer W&R Scale 1 0w20' Drawn By Date BCC 5-12-06 Checked By Job No. MNH 2O4479.10 CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA GRADING, DRAINAGE, & EROSION CONTROL PLAN PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256.2584 www.withersravenel.com Sheet No. 7.0 - i �' r �,r.' pjr �.l J11 it GF T:,;i4, + r�r ' '. 1 s. r .r � r .s � i � � � �.j i' r trw•, �� fr�!'i �1 1�1 r,"R li!?,rl'�js l.c. p=.'�l lTp '�. 1', s` , - `I GENERAL NOTES I. LOCATION OF WHEELCHAIR RAMPS: 1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296. ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS. CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1. 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW 2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS. HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC. MAY AFFECT PLACEMENT. 11. CONSTRUCTION NOTES: 1. NO SLOPE SHALL EXCEED 1"-1" (121) ON THE RAMP OR SIDEWALK. 2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'-4"). WIDTHS MAY EXCEED 40' IF NECESSARY. 3. USE CLASS "A' CONCRETE WITH THE SURFACE HAVING A ROUGH, NON—SKID TYPE FINISH. 4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. 5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET. Ill. ADDITIONAL NOTES:- 1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6). 2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE PEDESTRIAN CROSSWALK LINE. 3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN TRAFFIC. 4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL STOP SIGN. OR OTHER LEGAL REQUIREMENTS. 5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. 6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS. U.S GOVERNMENT PRINTING OFFICE. WASHINGTON, D.C. 20402. GUIDELINES FOR WHEELCHAIR RAMPS GLLYl111V111 v11r7w r1 WHEEL STOP DETAIL N.T.S. 3000 PSI CONCRETE BITUMINOUS SURFACE ASPHALT RAMP P Inc a nor 4n. i c1 roc 6' I SIDEWALK I 12:1 MAX. .PAVEMENT CURB SECTION A -A WHEELCHAIR RAMP (DROP CURB) WHEELCHAIR RAMP N.T.S. 9" 5"� /2 — #3 BARS 4" EDGE OF PAVEMENT APACTED 1/2" DIA. STEEL RODS iE COURSE (i4 REBAR) COMPACTED BASE COURSE 2.0' MINIMUM LENGTH SECTION A — A NOTE: 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. A V J IN• 1" DEEP WITH 118" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 55 INTERVALS. OyE 1 /2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1 /2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER AND ANY RIGID STRUCTURES. IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. 1 /8. GROOVE JOINT (5' MAX. O.C.) 1 /8" RADIUS 4 . a e - 3600 P.S.I. CONCRETE 4 ° 4 X COMPACTED SUBGRADE CONCRETE SIDEWALK DEML GROOVE JOINT (5' MAX. O.C.) 1/8" RADIUS 3600 P.S.I. CONCRETE or COMPACTED SUBGRADE SIDEWALK ADJACENT TO GRASSED ARE6S ANQ PLANTER5 CONCRETE SIDEWALK N.T.S. Designer W&R scale N A Drawn By Date BCC 5-12-06 Checked By Job No. MNH 2O4479.10 1 RESERVED PARKING a 12" MMMMMON RESERVED FOR R7— a SMALL Go SIGN APPROVED FOR USE VEHICLE UNDER GENERAL STATUTE 20.37.5 COLA PARKING LEGAND BORDER —GREEN WHITE SYMBOL ON BLUE BACKGROUND ONLY BACKGROUND —WHITE SIGN R7-8 OR R7-8a SIGN GOES HER R7-81) BLUE 1 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR FINISHED GRADE 4 ti i r 4. HANDICAP PARKING SIGNAGE N.T.S. a�D a 0 SMALL VEHICLE SIGNAGE N.T.S. GENERAL NOTES: CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED PLAZA BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES. A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT EXISTING TO ALL RIGID OBJECTS. 1 /2' R 6" 18' 3" R 1/8" R A - O A O .o. a . 6" LEVEL I 21C _ I 1� TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND /4' 1'-0" SLOPE OR AS SHOWN ON PLANS) 24" CURB AND CUl TIER (REVERSE SLOPE( CURB AND GUTTER N.T.S. CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA M 9D. ,�� r~ ! �! r I ROADWAY PAVING 24" CURB & GUTTER TERMINATION DETAIL ,000 P.S.I. CONCRETE 6" X 6" W2.0 X W2.0 W.W.F. REINFORCING oo MIN. 2" DEPTH 0 6" CA.B.C. Xx COMPACTED SUBGRADE CONCRETE PAVEMENT DETAIL N.T.S. FIBER EXPANSION 1 /2" JOINT WITH SEALANT _ 4" CONCRETE WALK RAINAGE FILL OR UNDISTURBED SOIL NOTE: SEE SOILS REPORT PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX. IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS THAN 400 S.F. AND AT CURVES. TANGENTS, AND CORNERS (UNLESS NOTED OTHERWISE). CONSTRUCTION ,JOINT i" CRUSHED AGGREGATE BASE COURSE �%�11 X/11i/\1i/\1i/\1�/\�i�\�i/\�i�\�`i\�i� COMPACTED SUBGRADE GRAVEL PAVEMENT DETAIL N.T.S. 10'-0' MIN. �SCORED LINE 11' DEEP 6" CONCRETE I SIDEWALK EXPANSION JOINT 1/2" 6" DRIVEWAY APRON PLAN 30, W co rr PLAZA 13'-0" PAVEMENT 10, TO 12' VARIABLE 0 1/4" PER 1'0"? EXISTING PAVEMENT 5'-0' EXPANSION JOINT SECTION A— A 1x6 ACROSS ENTIRE OPENING FOR CONSTRUCTION ONLY JOINT PAVEMENT 3/4" DRIVEWAY SQUARE EDGE OF EXISTING PAVEMENT FORMING DETAIL RESIDENTIAL DRIVEWAY STREETS WITH NO CURB SD 8- 05 N.T.S. STANDARD DETAILS ' _ —r _. r41 +1r �, 1 f r•� r _ 'a'! _ ir2, PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 CYDG gIc WITHERS RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256r2584 vv rw withersravenel.com j ✓�; ;-. — SEA • 0313 = G I N Rs . Q. a %I% Sheet No. 9.0 l :+ram r PA ou 09 t 1/2 am r MOW aarir� . CRATE SECTION GRATE TOP ftv. N/A Zk 1311.1r.t1IUM Cam] In LN $ft ' (frff"] I 1 Ern lYY Sri fir GRAZE SECTION. aw mm. AMkte CLIO ume Ama HrAW OM • .a•- A---1'�. 2'-6" MIN Our FA eaac o WHERE R/W WIDTH PERMITS LARGE CAST IRON METER BOX MAX . TYPE "K" SOFT COPPER TUBING ' — SUE k ER H-1422 METER YOKE W/12 RISER FORD VF66-12, VF77-12 NOTES: 1. WATER METERS ARE TO BE PROVIDED BY THE CITY 1" WATER SERVICE 2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC RIGHT-OF-WAYS AND/OR EASEMENTS SD 4— 0 6 3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS N . T. S. Designer WdcR Scale N/A Drawn By Date BCC 5-12-06 Checked By )ob No. MNH 2O4470.10 G vM �000 �0��ca Z0 —1 X n>>M Z=--0r-n t9 Wf J� CA 0 z a O z, 0 z --� = D rn v H �Cm= W rn u] porn©> rn I m >� r v rn v f C 37 O l7 FI -40= _n ca r'"' M SHEET 1 OF 3 838,01 I I I I I I I I lam-•—� I I�—� I PLAN OPTIONAL CONSTRUCTION JOINT ELEVATION CLASS I OR 11 MATERIA CONCRETE CLASS "A" 2-2 1/2" HOSE NOZZLES- 6-60 degree threads per inch 4 1/2" PUMPER CONNECTION FACE TO CENTER LINE OF STREET 4 1/2 " Steamer Nozzle- National Standard 4-60 degree threads per inch WORD 'WATER" ON COVER--t C.I. VALVE BOX + j GATE VALVE MIN. SIZE 6 — TURN RIGHT TO OPEN SLOPE AS INDICATED ON PLANS PLACE GROOVE R BELL LFAGEDOF PIPS OF WALL g9 / / s CONC . PIPE #4-OARS 121, e FOOTING (IF CONST. JOINT IS USED) DOWEL END ELEVATION BAR-"X" DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE LOC- PIPE DIA. SINGLE PIPE DOUBLE PIPE 15" 18" 24" 30" 36" 42" 1 48" 15" 18" 24" 34" 36rr 42" 48" BARS rrXrr rrXfr rrX" "X" rrxrr rrX" Y" rrXrr Y* nX" rrX" "X" rrXrr "Xrr rrxn Y* rrXrr Y* G OTY, 2 2 3 3 4 4 2 5 2 2 2 3 3 4 4 2 5 2 AI QTY. - - - - - - - 1 1 2 2 2 2 3 Q QTY. 2 2 3 3 4 4 5 2 2 9 3 4 4 5 TOTAL LOS. 9 8 14 14 19 55 85 12 i2 19 19 23 1 77 92 DIMENSIONS AND CONCRETE QUANTITIES USING CONCRETE PIPE COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE D H B G T $ L YDa M L YDO 15►r 3`-3" 1'-8" 2'-9" 214" Old" 5'-6" 0.7 2'-2" 7'-8" 1.0 lilt' 3'-7" V-10" 3'-2'r 21ty' 101' 6'-4" 1.0 2'-7" 8'-11" 1.3 24" 4f-2fr 2'-1r' 4'-Off 3" l0'f 8'-0" 1.6 3r-5rf 11r-5" 2.0 30" 5'-O" 2'-6" 4'-7'r 414'f 111t" 9'4" 2.3 4'-3" 13'-5" 3.1 36" 6f-8" 2'-8" 5f-81` 4%" 10t" 111-0" 3.4 5'-0" 10'-0" 4.5 42" 6'-2" 3'-1" 81-4" $14" lilt" 12'-B" 4.6 5'-10" 18'-6" 6.0 48r' Bf. -9" 3'-5" 7'-2" 6%" 11 h" 14'-4" 6.0 6r-8" 21'-0' 8.0 *SEE SHEET 3 CLAS! 1 OR I BACKRI CLASS BEDDIN( CLASS "B" BEDDING DETAILS N.T.S. HYDRANT MUST HAVE BREAK SECTION OR O REMOVABLE BARREL 0 BURY LINE FLUSH WITH FINISH (MADE \.CONCRETE PAD NOTE. 15" X 15" X 6" 1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED 2-DUCTILE IRON PIPE REQUIRE? ON ALL HYDRANT BRANCH LINES 3-HYDRANTS SHALL BE: KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN DARLING MARL 73; OR APPROVED EQUAL GUIDELINES FOR STANDARD HYDRANT CLASS 3/4- GALVANIZED RODS FULL 18' JOINT 6" PIPE �p o ° o Q °qO a TO MAIN m o ° z a� LL.J��0•rZ COO = „ Qv 0 O��aJ OOOpg Z w " 1— W IL Qc T W J Of.. U' H N W to IC a J W LI.1 < IL CL z C0Wm`� Q W 00 Wujr ■UJ Q 0 = C7 W � Z 0 z O T-• SHEET 1 OF 3 838.01 CLASS 1, II OR BACKFII NOTE: * INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 44T BENDS AND BELL/BELL COUPLERS. * WT INJECTION MOLDED FITTINGS AND Wr PIPE CAN BE SUBSTITUTED FOR WATER TIGHT APPLICATIONS CLEAN OUT END CAP ADJUST GRADE PER ENGINEERS PLAN FINISHED GRADE INJECTION MOLDED ST *INJECTION MOLDED ST 45 WYE 45 BEND (OR INJECTION MOLDED TEE) INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER *INJECTION /-SNAP CONNECTION MO BEEND D ST INJECTION MOLDED WT HDPE PIPE OR TEE FITTING PVC SOR 35 (TYP) ROOF DRAIN DETAIL WITH CLEANOUT CLASS "D" /iv6r/i!!r/i/i/i/i•r/ir�i/i!i/i/iri/i/i!r/iGGGG!/i�i 'I %, fj, /. //!/. //, // !l: l.'.lr, /I.1/.11. // //. /l. /l. ✓/.11. �', /l. ll_% l.1/, //. ll.11. //. �. ` l l 1 � �' � 'r�i�,i�i�i`iili�i�i�I�ii ��•� ��a . •Ij�%j%/�jlIr�%f�f�%j�// `/ I`i/�,� �i •� •E -2� •-• •- • I�♦I� r1♦J�i _ `&--•-TIE BOLTS JOINT RESTRAINT HYDRANT TO MAIN TEE GUIDELINES FOR HYDRANT JOINT RESTRAINT CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA SD 4- 02 N.T.S. UTILITY DETAILS PIPE WIDTH +24" .� TRENCH BOTTOM STANDARD PIPE TRENCH DETAIL N.T.S. PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-13 WILMINGTON, NC 28403 � .. _.d _� `Ir Tr 1 3 �, ,lid _... T__.. _...__. ... _ �. _f •� lit ,,1 1 � 1 � j I � i,S f �; 1 . .. � I •.' ` • 1 -� 1 fi i, t•.. '. .. ::.L - .°� .. li .. • �. .�- ... e • - o•;i i,r.. ri .rl 1�-�' -.. .., Y .. ), le .%.- I.1 . 1 [ eia.v ..� Ir'.• , N.T.S. BUILDING FACE *nAEA: _ d NG I N l ,d '•L tti6� W z 6" MINIMUM CONNECTION W PVC SDR 26 WITH CLEAN -OUT 0 GASKET JOINTS BOX a_ r_1 SDR 26 FOR SEWER SERVICES GRADE z W oL 8'f CLEAN -OUT BOX 1 W z W a O a- /"f REQUIRED BRANCH CONNECTION GREATER THAN 6OR WET AREAS SANITARY SEWER TYPICAL LATERAL SERVICE COI NECTION SD 3-10 N.T.S. WITHERS RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-25&9277 fax: 910-25(r2584 www.withersravenel.com Sheet No. 10,0 :: ..�__-tr-��-.-.�..__.�.,. tx.�.u. :: :a�i a: .: •.n,::: ..,. _ _ _ ... _ r... .. i.. .. .. ,. .:a,..ra.�n.i. ..aa.;rt�at�l�r_�s..as"i_�.. _ f.r r.y. 14 PRUNE PROPORTIONALLY TO COMPENSATE FOR REDUCTION OF ROOTS AND TO PROMOTE NATURAL CHARACTER OF GROWTH; HOWEVER, PLANT SHALL BE THE SIZE SPECIFIED AFTER PRUNING HAS BEEN ACCOMPLISHED. 4' MULCH SAUCER WIDTH C� FINISHED GRADE PLANTING SOIL TO BE 16 WORKED —UP SOIL DUG FROM THE PLANTING HOLE }- SUBSOIL BROKEN r* r r W/ PICK CUT ROOTS AS NECESSARY VARIES IN CONTAINERIZED PLANTS THAT ARE POT BOUND 2' GREATER THAN WIDTH SHRUBS SHALL BEAR THE SAME OF CONTAINER RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE TYPICAL SHRUB PLANTING DETAIL N.T.S. XJ CONCRETE FOOTINGS 4"X4" POSTS 4 FII NEVER CUT A LEADER PRUNE PROPORTIONALLY TO COMPENSATE FOR REDUCTION OF ROOTS AND TO PROMOTE NATURAL CHARACTER OF GROWTH' HOWEVER, PLANT SHALL BE THE SIZE SPECI— FIED AFTER PRUNING HAS BEEN ACCOMPLISHED. (3) LOOPS RUBBER GARDEN HOSE TWICE THE DIAMETER OF THE TREE TRUNK TWISTED GALVANIZED WIRE. NO. 9 GAUGE (3) 2'X4" STAKES AS APPROVED BY THE LANDSCAPE ARCHITECT WRAP TREE TRUNK WITH BURLAP. HEAVY CREPE PAPER OR OTHER MATERIAL IN 6'-10" WIDE STRIPS TREE SHALL BEAR SAME REAL— TIONSHIP TO FINISHED GRADE AS TO PREVIOUS €RISING GRADE CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE POT BOUND SUBSOIL BROKEN W/PICK THAN WIDTH OF BALL. TYPICAL DECIDUOUS TREE PLANTING DETAIL N.T.S. VARIES (6' MAX.) y LINE MARES MIN. #12-1/2 GUAGE NOTEES- q� L� I� M p� 1. WIDIHSAND ��2' STA USAPAI�NIMUM1OF 6 LINE WIRES W 2. FILTRT FABRIC SHALL BE A MINIMUM OF 36 IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE 3. STEEL POST SHALT. BE 5' 0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE 4. WOOD POSTS SHALL BE A MINIMUM OF 6' POST WITH N 1-1/2" LONG INCORRECT NOTES: STEEL OR WOOD POST GROUND LINE SILT FENCE N.T.S. BARRIER SHOULD BE INSTALLED AT THE DRIP LINE OF TREE BRANCHES FILTER FABRIC — r FILL SLOPE FILTER FABRIC CORRECT IN SPITE OF PRECAUTIONS. SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY. — FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT — REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT. — REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS. — CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. u 6 •: o ASPHALT CEMENT WASH SLOPED 1" PAVEMENT ABOVE PAVING EXAMPLE OF TREE PROTECTION FENCING v PAVING N.T.S. 8' CONCRETE PAD ; 4' AT 30DO PSI W/ 6X61 6/6 W.W.F. a AS SHOWN ON PLANS AS SHOWN ON PLANS PLAN — 20X60 CAP 4"Xe POSTS (TREATED) ELEVATION HORIZONTAL WOOD SIDING DUMPSTER PAD & ENCLOSURE DETAIL N.T.S. Revision' Designer W&R Scale Drawn By Date BCC 5-12-06 Checked By Job No. MNH 2O4479.10 ROUNDED CONCRETE CAP PAINT (2) COATS YELLOW, UNLESS NOTED OTHERWISE 0 W DIA. STANDARD STEEL PIPE (UNLESS NOTED OTHERWISE) FILLED W/ CONCRETE �L COMPACTED EARTH CONCRETE FOUNDATION O NOTES: 1. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONCRETE FOUNDATION 2. WHERE 4" OR 6' PIPE BOLLARDS ARE SPECIFIED. aO CONC. BASES SHALL BE 1'-6" DIA. BY 3' —W DEEP 3. DIMENSION (D) OF ROUNDED CONCRETE CAP 2'—O" SHALL BE 1/4 PIPE DIAMETER 4. PAINT "BROWN" WHEN LOCATED IN PLANTER DIA. 5. PROVIDE REMOVABLE PIPE BOLLARDS AT EQUIPMENT ACCESS PANELS AS REQUIRED. EXTERIOR PIPE BOLLARD N.T.S. CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA LANDSCAPE & EROSION CONTROL DETAILS PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., etal 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 50' MIN. DIVERSION TO DIRECT RUNOFF FROM R/W SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N.T.S. WITHERS 4C'' RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax; 910.256-2584 www.withersravenel.com Sheet No. 11.0 _ k i "7-r ,T..+�:x. T:E, j� .i1 :� 7 77,,...�,..,,.... -.�+`. .':.'. .,: 1:�Ti W II�� iR:�F1a�Cr .L'a'.. is1. r.If_. T ,;; r..iL'R: S'lir�;t}F'�'Ia:'+. ,1 } }W 1: r t,t n t + HAND —COMPACT MIN. 6" ABOVE PIPE TO MANUFACTURER'S RECOMMENDATIONS. TRENCH WIDTH — SEE TABLE — VARIES ELEV— SEE PLANS PAVEMENT SECTION SEE SHEET 8.0 FOR DETAIL SOW PLACE V GALVANIZED le HARDWARE CLOTH OVER ALL OPENINGS WITH STAINLESS STEEL FASTENERS PLACE GALVANIZED " HARDWARE CLOTH •` OVER ALL OPENINGS WITH STAINLESS STEEL FASTENERS _ 0 RIM ELEV: SEE GRADING PLAN WE W �Ir 'ter' PIPE "A' AND "B" BYPASS MANHOLE N.T.S. 4.. 1 �. • I • SECTION A —A N.T.S. STRUCTURE PIPE "A" PIPE "B" OVERFLOW WEIR 2 35.35 35.35 33.86 36.37 PERMEABLE PAYMENT CONCRETE GRID PAVERS (CGP) "TURFSTONE" $" WASHED #57 STONE iv SHWf ELEV — SEE TABLE RELATEING TO ADJACENT INFILTRATION TRENCH PERMEABLE PAVEMENT SECTION N.T.S. 12" h BRICK WEIR ELEV. 8" bK=: 1) DROP INLET BOX CAN BE EITHER REINFORCED CONCRETE OR BRICK. 2) INSTALLED GALVANIZED HARDWARE CLOTH OVER OPENINGS IN 3' X 2' BOX ALSO. STUB TYPICAL CLEANOUT INSTALLATION FOR INFILTRATION SYSTEM (N.T.S.) ADDRESS: 370 & 376 S. KERR AVE PVC CAP H 40 PVC BENDS SEE TABLE FOR f OF RUNS FOR EACH INFILTRATION SYSTEM N w a I w J m a CU �I z w f5 L NOTE ALL HDPE PIPE TO BE A[ TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT & INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS TO BE SOIL TIGHT OR BETTER. NON —WOVEN POLYESTER FILTER FABRIC —TOP SECTION A -A BOTTOM AND ALL SIDES N.T.S. STORAGE ELEVATION = SEE TABLE IN/ - 35.33 35.00 OF 157 STONE 2' 4" CLEAN SAND SEASONAL HIGH WATER TABLE —CLEAN WASHED (SEE TABLE FOR ELEVATION) No. 57 STONE-6' LIFTS COMPACT TO 90% AASHTO T99 Ih. rau AI .7- Tlrf G INFILTRATION SYSTEM TABLE INFILTRATION DESIGN SYSTEM NO. 1 # OF 27 RUNS PIPE 15" DIAMETER OUTSIDE DIAMETER 1.46 (FT.) MIN. X (FT.) O.fiB MIN. S (FT.) 1.12 TRENCH WIDTH 80 (FT.) TRENCH LENGTH 70 (FT.) STORAGE 36.37 ELEVATION SH WT 33.00 ELEV FOR # OF RUNS INFILTRATION SYSTEM ASHED ;TONE SEE PLANS FOR RIM & INVERT ELEV. DROP INLET LOCATION WILL VARY WITH EACH INFILTRATION SYSTEM. SEE ACTUAL PLANS FOR LOCATION. 011111 111,'/ C • 0 c- SEA 9'. • 03131 • qu I Nn Rovicinn I Date I By I Designer W&R Scale Drawn By Date BCC 5-12-06 Checked By Job No. MNH 2O4479.10 CAMPUS SQUARE WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINAJ INFILTRATION SYSTEM DETAILS �� '. % •� it ril . ,I�7]'� ? ; rr;f- PREPARED FOR: PHILLIP R. BARKER BUILDERS INC., eta] 6800 WRIGHTSVILLE AVE, 8-B WILMINGTON, NC 28403 WITHERS RAVEN EL ENGINEERS I PLANNERS 1 SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-2569277 fax 910-25625M www.wWxwsravenei.com Sheet No. 12.0