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Home My WebLink AboutSW8090217_Approved Plans_20120112W I . 1, M 0 N. Kerr Ave. vt Bovarion Lone VICINITY MAP SCALE: 1" = 1000' Withers ave , Inc. 1410 Commonwealth Dr., Unit 101 Wilmington, NC 28403 Tel. 910-509-6505 License C-0832 Atlantic Coast Survey, P.L.L.C. P.O.'Box 12588 .-Wilmington, - NC 28405 Tel. 910-443-0080 License P-0822 -GSP u ltin, P.L.L.C. Unit C 62.6.CoMon. Rd, UniI Wiflmington, 'NC 28411 Tel. 910-442-7870 License P-0718 &A Site it AF 1 0 1 P rove, m e n ts fo r'� .. Olsen /NewCounty North Carolina Miracle Ballfield Property Address. 5510 Olsen Park Lane Existing Field #5 A 1. New Hanover Co. Parcel No.: PIN 324018.21.8522 PID R03500-001-014-000 2. Total Tract Area: 63.62 Ac. 3, Zoning District: R-1 5 4. CAMA Land Classification: Transition 1# .......... INDEX OF SHEETS Sheet C1 - General Notes Sheet C2 - Existing Conditions Sheet C3 - Site Layout & Planting Plan Sheet C4, Grading, Drainage & Eroision Control Plan Sheet C5 - Grassed Swale & Dry Detention Details Sheet C6 - Entry Drive Plan & Profile Sheet C7 - Standard Details OWNER City of Wilmington P.O. Boxl 810 Wilmington NC 28401 Recreation Superintendent Contact.. Amy Beatty Telephone: 910-341-4604 Email: Amy.Beatty@wllmingtonnc.gov T, 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 CITY OF WILMINGTON, NEW HANOR COUNTY, THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) 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. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY USE OF PREVIOUSLY APPROVED PLANS FROM THOMAS & HUTTON ENGINEERING, CO. AND A FIELD SURVEY BY ATLANTIC COAST SURVEY. 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 --ELMNAT£ 'OR -MINIMIZE DAMAGE TO -EXISTM#G UT-1LITTEES. 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 -ADEE-QUATE -PROTECTION, -4N0LUDtN-G-FL-AGMEN AND ABC N AS —NECESSARY TO-iNSkfRE THE SAFETY OF THE PUBLIC AS WELL A.S 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 SHALT. BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE. 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) 632--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 PROPETIES 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. - I O-, 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 MANS BY DIGGING TEST PITS BY HAND. GENERAL 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 CALENDER 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 NCDENR DIVISION OF LAND QUALITY. 5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL. FINAL APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. .7.. ANY -EXCESS -MATERIAL-RE--MOVED -FROM SITE ..MUST BE #ALILED TO --A L_E-GOLLY --OPERATED -MINE OR OTHER APPROVED SOURCE. N64 Revision - I Cate -I BY. I Designer GSP Scale Drawn By Mate GSP NOVEMBER 2011 Ucense # )rib No. P-0718 2011-0009 MAINTENANCE PLAN �, AFL ER{35f{�N AND SE-DIMENT'-C-ON-TROL--PRACT€C-ES WILD.-$€ C-HEEGK-E0 -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 WILL 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. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT, CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE -FL-OW FOR .SUBSEQUENT _R-AILS. TAKE 'C;A-RE -NOT T-O...DAMAGE _OR .Ui D0ZCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 5. 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. 6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS.,CLOGGED WITH -TRASH AND T-HI=RE IS WATER IN THE -BASIN, -USUALLY JER4ONG ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY, CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT, MAKE ALL NECESSARY REPAIRS IMMEDIATELY, REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS -SHOULD -BE -TAKEN -IN -T-HE WINTEER TO �-PREVE-NT THE SKIMMER FROM PLUGGING WITH ICE. 7. INSPECT EXCELSIOR MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. GOOD CONTACT NTH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING, ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT 'NTH THE GROUND SHALL BE REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. STABILIZATION NOTES 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. PERMANENT SEEDING SCHEDULE MIXTURE 5CP sue.: �_ (UVACRQ CENTIPEDE GRASS 10-'-20 Seeding Dates MARCH - JUNE Soil Amendments APPLY -t-FM-E AN-D F-ERTILIZE-R ACCORDING TO SOIL TESTS, `OR APPLY 300 -L-B/AC-RE 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. Rye (GRAIN) 120 *ANNUAL LESPED£ZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) *OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. GERMAN MILLET 40 affi= RATE (IACEEi RYE (GRAIN) 120 Seeding dates COASTAL PLAIN -- DEC.I--APR. 15 •- LATE WINTER AND EARLY SPRING APRIL 15 -- AUG. 15 SUMMER AUG.. 15 -,-DEC. _3.0 - 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 SET 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. MIRACLE LEAGUE OF w.. ILM,INGTON Wilmington New Hanover County North Carolina GENERAL GRADING NOTES 1, REASONABLE CARE -HAS BEEN EXERCISED iN SHOWNG 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 OBSI.RVATIONS, 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 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. S-1TE NOTES 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 CLEAN 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 SHALL 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 STORM SEWER NOTES .1. AU..ST'ORM._-SEWERS .SHALL ..BE -CONSTRUCTED IN .ACCORDANCE .NTH _TH.E.-C11'Y..OF WILMINGTON AND THE STATE OF NORTH CAROLINA 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, PROJECT, SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS. 3. ALL STORM SEWER PIPES TO BE HDPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED. 4. 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. EXISTING UTILITY NOTE 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 GROUND 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 CONTACTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-800-632--4949 NOTICE KQ BRED 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. CONTACT "CAROLINA ONE CALL" AT 1-800-e632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE LEGEND ---------------- DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL 5' CONTOUR INTERVAL PROPERTY LINE ROADWAY CENTERLINE �. RIGHT OF WAY LIMITS EASEMENT LINE CURB & CUTTER SANITARY SEWER FACILITIES STORM SEWER FACILITIES � - WATERLINE FIRE HYDRANT ASSEMBLY WATERWAYS N/A PROPOSED X PROPOSED LOT AND S.F. 5,000 S.f. OPEN SPACE LABEL � STREET SIGN OPEN SPACE 404 'WETLANDS ` s BUILDING SET BACKS PRIVATE SANITARY SET BACKS FLOW DIRECTION SEAL w ...p o 031315 o � PREPARED FOR.-GSP Sleet No. ACCESS of Wilmington, Inc. CONSULTING, PL.,LC 1 1 . 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I - ___.. ---- .1.11. � .1 � � "I , - I—— .1 ... �. 1. � __ I � . . - � I __ � .. I I I....,... . ___ ___ . - _____ . . .1 I .- �, . PREPARED FOR: Sheet NO. � _�� No. Date— Designer Scale . .:�,:, - Vevis*10n GSP 1 * = 50* � I GSP CONSULTI 7 C I , 1�'_�. ' 1, . �' � "I - - Drawn By Date � . . I'll, ACCESS of Wilmington', -Inc. I . . -'- - - ._.__________1 ...1. GSP OCTOBER 2011 MIRACLE FIELD EXISTING CONDITIONS' ... PO Box 2019 . E N G I N E E R I N G C=2 - _____ - - - I..- - � 1, I L__ 1�ease # - job __ No. .- .1 I Wilmington, NC 28403 . 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel. 910-442-7870 fax. 910-799-6659 . . .1. I .1.11 I � _____,_____ . ..... 910-508-6788 - — . 11 .... .__.______ Wilminxton New Hanover County North Carolin 1.. I., I � ... 11 I I.." .1... - .. I— . I ___�. _1111.1 ..... . 1111.1'.... 1-1.1"...-I ...... - _...... -.1. .. . .1 P-0718 2011-0009 1 - . . I.. ... '........ I . . . , ... - --- -_ . __j L:. �...___.�_,.:._1._..__1 �_ - � I . - 1. �� ummmomm" i '. 1, ... I ii . ! - ____ .- .- - ____ --- ��_ � I I I � - I 11 � . - - . _________ffivNNNNNEu*0� . - , ...- . W . -_ - . . -- ___ _. I I I . . I I . I I .., . � - , . . - I I . I. I . . �, - I . � 1� PLANT LIST Mlid Pa.,�t�a"a`I] 4 Y 1�lU. �'3C�'i'A1dkCAL. TaA!"I� �Mip]c� NAME ate REMARKS O.C. - "ON CM�Vr rR" CAL. - "CALIPER AT 0' AWVf- DRAW Gaol.. -- %A1.iSJ4U COUrAINE Fe Landscape AR $a AGE. R4�i(:fRt,1#i 'Rir� ��.i �3 #`°#,a.P].-i= 2 feria cA>e.. #�A .. id. IL.�f X AT:1"-E�i13,A"1'A �'t1S`i"�R 4�3#+-#..�' -2 -tl2' CAt.. f� 46 #LAX vtJMt"1"f3Rf,tt DWARF YA�JPC�A# #�-#a" MI�r7. f��r- y� .G4 3, }}t,�.�y s�`��td��ATiA}�'p �y � `� (t {. A �i�l,',1FLTi4ASp��8/pMY WI'4[a't y�i�Akl?LL.1' i-;1^t4y��}��q „Ii�t�ik�frR #.�i^-#�3i i7iTfT,. �.,i•,i^..� , L a Li .,+�y��iryG.n},"fNY'�yt.S.i �.�g�y{,q i PR/4i.+8f#SaM D#«7T#S�T"teft f �y7p3fpSY�Dpc i✓ S 1 [`�G.�7w� 2 i�ld.ii CAL. Calculations-. � R.T ��am no � MiFiG i�Y �6(JieCA i�ov'cl, Streiotycra - WA Pa*Irq Area lrsierirar 0 troo a I 144 Landscape NoKey tes; f, ins rarffCr t® Plant was. 2. All Pt shall nit: ss- crccaed tix� rrinum s abet forth in `"i"he Beaare Standard for Nursery Sioci¢# by the ciaxa Association of Mrseryrrisrn. 3. All pkantirq be" a3haat rweixa ca rrg]n. of 4" pkw bark mulch, 4. Alt ors disturbed and not cifred as rsauaaieca PUwAhV beds cu#1l bs sec4, faua^r be ceded with �rcss. S. <%s+r*VAAQr as#�od"•a>F •pia 4ta% ciaerrw fit. Wowaver, he will be held 91aaa,x for any domaem ..irr4r..cpw..At� ra°� -(a- Asa srf �t+akir�eg) o� ?�s e�slbt+� for uprtosiirr� * r�dmtirV #,rem us�sich awa blown over. 6. C[Nnt"6!C$a9r >& warrty all trmem * shrubs for er t"lod of r a`€ j ye4r hvrn the date of fwW >aea=qA01100 Of th& work of tip aanrlspa paor,. 7. If discrepancy or tam of ca[abFai'tr is fouraci in the plant species or !'rtirllYrli1m 7ims • �.O`f iii, FA06ifY 1�xsd8Gapa Are:hit. /#sorization taaia4 be trettde for subs", ens aang eta the plants fotioPrs t,;a origtnai hta form # fwwiton. sAdd3tiOrssrl G3#.y s14'is= a, ,ati plant *all be curbed or- otherwise tty pratecUd ftm, voliictiar-Araff3o. a. All planted 0-4 -retained : ,mdOricf, •ir�a to met p sav3siorca ;1a�eks�S3 OFtF,;s tior�, shalt bo ruxtay , cerd mairrcJ to ptar�tiy aeempe�sd st�ar�]crds d ex�oi �ti� 31tGy of the owner, oeouQadr4t, taV6�, and/or r�� coats Of the property en which licit is,k�, Ptont Key JA (Foster JD (pa -sans TD (Bold Cypress) ^" AR (Red maple) TE NATURAL CAARACTIwR OF GROVIT4-4; AONEOl'ER, PLANT SHAt,..1.. BE THE SIZE SPECIFIED AFTER PRUNING WAS BEEN 4" 1"It,lt..Ck-8 SAUCER WIDTH -- FINISHED GRADE PLANTING ill.. TO .h + } ♦ i + } s } } 4 CU'(��" //'�ROOTS jj AS�j 1��-�ECPLANTS �E5�sA�R�'+i VARIES 4N CONTAINERIZED Adli1ERI�E� f �A 3 w,� � `1'WAi ARE POrt` BOUND 2' GREATER THAN W I DTH SHRUBS SHALL SEAR THE SAME OF CONTAINER RELATIONSHIP TO FINISHED GRADE 3S+!PREVIOUS EXISTING GRADE TYPE P17-8a EUSIRKN NIK OKD UOL DG *4 FOHLNIG WL #..EGidC3 AND WRt3ER - GREEN W441TE S1'1"1BU1M ON Bi..U1~ ir3ACK�QR4kJNi7 BACKGROUND - w441T SIGNS APPROVED FOR USE UNDER 1211 WAM"PENALTY LtGEND AND WROER GREEN andicap Parking Sign Detail - Scoreboard CaroFlags -A, lina H PAC Ir w/ American North G L 'A° SAE „ Gross VIEW FROM EDGE OF PVt-IT. O 4 12" 12" CONCRE"1"15: 6c 4GlJt3 Psi AT PLAN �� A�q Z$ T�AY� f�L.f'4t't Y�i.Y� PLACE C 2 ill $cc L`7k,A. WOLFSfn#J �€#si R3�B,De 1l2� r a SIDEWALK FRONT EN i END VIEN s � •s �- • Notet All fesncinr to be black, vinyl - coated cif link. NEVER CUT A LEADER TW E O JA O z C ce NATURAL CHARACTER ,PLANT CU 0 DE > og TWISTED GALVANIZED NIRIEt va (3 ARCHITECT E GRADE ++ WIDTH PRUNE PROPORTIONALLY rvace Line W/C Spaces Prov'd. 15 M --- Parking e Spaces Prav`d . -� 23 � with the Neua .esaga: �. � Wolf- � j 9 r � �i Drawn Icy: Date:+a Wolf I2/06/11 Checked By: job No.: 03110205 I C3 General Notes: 1. New Hanover County Parcel Nos.: PIN .)Z U]t$.Z1.Z50ZZ PID R03500-001-014-000 2. Total Tract Area: 63.62 ac.± I Zoning District: R-15 0 X36.91 LIMITS OF DISTURBANCE_ X ��53.87 X -53,39 X32.32 U_ i-:07te'' in111111116-WIM SEDIMENT DRAINAGE REQUIRED PROVIDED PEAK Q1 0 REQUIRED PROVIDED WEIR TRAPPING AREA STORAGE STORAGE FLOW AREA AREA LENGTH DEVICE (AC) (3,600CF/AC} (CF) (CFS) (435 SF/CFS) (SF) (FT) SEDIMENT TRAP #1 3.37 12,132 17,233 6.50 21832 24,565 10 X i5. 76 3-4-- X34.4-3 X35,49 X 36.12 X33.23 X34,40 LIMITS OF SILT X35,9/ ISTURBANCE /'_FENCE mom F X34.33 X3619 36- 7\15 N U X 38,40 + X42.65 37 Lo 55. X36,1 9 2' <__ 04 <_ 37 4X 411 6.72 3+7 SILT 37 L2+ X'2 5. X36.19 FENCE C�; X40�29 X41,52 �d 01 I.0O3 9 WANOW X35.84 X 12 "Oge. — \36�58 n -4 29 & X4 7 X36.40 X 36,2 0 7 V .40 Development Dato: X35.67 X .51 13749 2+2 4) 0 i.: ............... ... bLot Area — 29,264 s.f. (0.344 oc.) ..... 174TO /X 4 8, 4 0 37 Limits of Disturbance — 13,018 s.f. (0/'30 ac.) 68 X35- 7 LIMITS OF X 40, 44Z8 4�35,BV DISTURBANCE New Impervious Surfaces .38 MWAOft X3 7 X36.56 Miracle Field, Playground & Walks 54,136 s.f. + Entry -Drive ,-&.. Parking Area 31,,881 s.f. XA().81' X 3 Total 86,017 s. f. 38.49- w. X36.09 59'-15" HDID tO_�\ _C___ ]WE x3V,33 Existing Built —Upon Area (BUA): @ 0-80% — — — ::: X33,23 QP!4WVIOlJSCY APPROWD— — — --"_X133.52 X35,17 X33.52 LMIT-§�zj��C� _X- _34,13 ----------- 1. X36,37 35.18 Total Impervious Surfaces: ------- 35.13 Existing Buildings — 9,205 s.f. X _3 4. 9 3t66 0 Existing Streets — 70,873 s.f. X3 INV= X35��__'7 INV=3103 5 37120 Existing Parking — 106,860 s.f. X' X�T96 /3 3' X Exislin, _q -Sidewalk 34.855�0.a_j_ 9 X35�40 W, 036, 2 0 X35/20K,36�67 X 3 0 *X37,7E Total — 221,793 s.f. X .13 7 2 9 .51 X35.26 XX36.11 W_311,5*37.86 P37.79 x3T60 X 37.54 X 3 82 78 -&o ropo-sed -B-uilt--Upon Ar -(-B-U A')� Total Impervious Surfaces: Miracle Field, Playground & Walks — 54,136 s.f. X 3 5, 6 14 3 24 61) D Entry Drive & Parking Area, — s.f. �k 6. 5 0 X37, X32.18 86,017 s. f. Total X 30.91 Permitted BUA — 934,351 s.f.* 4-4— *50,318 allocated for Other Onsite and 662,240 as Future X 37 84 It X" x6U X31.56 New BUA — 8 017 s.f. X29 01 Future Available BUA — 626,541 s.f. + I CONSTRU�\�I'ON A X36r"'9'1 X 71 X'r- 06 36_ ,91 P1 57 ENTRANE V_ \X 2 9, Designer GSP Scale 30* Drawn By Date GSP MOVE MBER.2011 License # job No P-0718 20,11-0009 SILT FENCE MIRACLE LEAGUE 0F'TFTIL Wilmineton New Hanover County VM SILT FENCE 6X 36.20 X36.7 X _35,54 * - 40 A= 2.66 AC (UNDETAINED AREA) GRADING, DRAINAGE & MINGTON EROSION & SEDIMENT CONTROL PLAN North Carolina x36. 36,46 40 7 84 6.8 X3-7.01 X37.04 LIMITS OF DISTURBANCE 97 X37.31 X37.2' 37.74 3 11,377 NO 5 7- 3� X37.93 X 3 2 X 406 X 318. 68 X38 38.48 X3 PREPARED FOR: ACCESS of Wilmington, Inc. PO Box 2019 Wilmington, NC 28403 910-508-6788 D F, 0 P, 2 0 11 12T4E12;A4 GRAPHIC SCALE 30 0 is 30 60 ------- . ..... I ---------- - I inch = 30 ft. GSP CONSULTING7PLLC Sheet No. E N G I N EERING C=4 6626 Gordon Road Ugait Wilmington, North Carolina 28411 tel-,910442-7870 fax: 910-799-6659 M 0.05 3�,61 X3139X, 33,87 / / z z X34,59 X36,35 11 T1 X 2 8 �3,3,- ---X' 2 9 14 F �28& X28,8 "8 30, 2 '01 3 QOX 3 0. 8 X33.. �00 00 N29,06 \ X tI 9 30-38 X3 4 \,- X2A, 32, X .78 .11 X 29 30. X M,83 X13 19 2 X36,47 0. W X fell X 2. 1 A 36,56 X4 X36.5 h 0/ X36.20 Designer GSP Scale I Drawn By Date GSA' NC9 t 8El, 2011 Micense # Job No. P-0718 2011-0009 MIRACLE LEAGUE t)F WILMINGTON Wilmington New Hanover County North Carolina 4 X41.59 x38f 41, 2 361 9. X40.�9 X41,52 51 7 4q74 X411. 8 0- 38-4 6* 12 C, 1 12' 6' 6* 6. raMlrr T Arr 6" ABC 2' 5F9.5A SURFACE COURSE Entry Road (w/ Shoulder & Swole) Not To Scole "PLAN & PROFILE PREPARED FOR: ACCESS of Wilmington., Inc. PO Box 2019 Wilmington, NC 28403 910-508-6788 .48 4 fF 6,86 .97 37 3 -Z ? 37,21 38. ,/38-10 \A SEAL 031315 % O® p S i> GRAPHIC SCALE so 0 25 so 100 I inch So & GSP CONSULTING7PLLC Sheet No. E N G I N E E R I N G C=6 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 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 F13R �ASPHALT RAMP J rS4" C-1 ^ME' 4 ^. 9 C4 ^ME' 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 BATH 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. I. NO SLOPE SHALL EXCEED 1'=1' (12:1) 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 -SKIT? TYPE FINISH, 4. 112' 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 [IF THE PARTICULAR STREET. III. 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. �SIDEWAL.K 4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO SOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS. : l T('x 5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. � t ° N �, 6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, / � ,a 12:1 MAX. PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT / CURB PRINTING OFFICE, WASHINGTON, D.C. 20402. .' PAVEMENT GUIDELINES FOR WHEELCHAIR RAMPS SECTION A -A PLAN VIEW .-. 50' MIN. (DIVERSION TO DIRECT RUNOFF FROM R/ SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N.T.S. �NRA NOTES" a! JOINT 1" -DEEP L/I7M 149" RADII SHAD 8E RE{Jt1IRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JgINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB &GUTTER AND ANY RIGID STRUCTURES. IN SIDEWALKS & PLAZA AREAS EXPAIdSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS CONCRETE SHALL BE 3600 PSI, IN 28 DAYS i/8" GROOVE JOINT (5' MAX. O.C.) 1/8" RADIUS a < , 360D PS.I. CONCRETE < A lid d /x <\ X y COMPACTED SUBGRADE CONCRETE SIDEWALK DETAIL GROOVE JOINT (5' MAX. O.C.) 9/8" RADIUS � 3600 P.S.O. CONCRETE a. 44 �X COMPACTED SUBGRADE SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS CONCRETE SIDEWALK N.T.S. Designer GSP Scale NO SCALE Drawn By Date GSP NOVEMBER 2011 License # )cab No. P-0718 2011-0009 WHEELCHAIR RAMP (DROP CURB) WHEELCHAIR RAMP N.T.S. 12„ RESERVED PARKING o� �.-d SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20,37.5 COLORS: LEGEND AND BORDER -GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND -WHITE BOTTOM OF SIGNS R 7- 8 OR R' S 0 C C Q SIGN R7-8 OR R7-8a SIGN SIGN GOES HERE R7-81) CCESSIBL 'REFLECTIVE'BLUE PARKIN COLOR WHITE 'REFLECTIVE' COLOR /_ FINISHED GRADE 1 II 3 l• Y R./ I \d S i PA: i 9 1 I N 1.J I N A l L/ E. SEQUENCE OF CONSTRUCTION LIMITS OF CONSTRUCTION - 2.25 ACRES 1. INSTALL,. TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SILT FENCE, TREE PROTECTION FENCING, SEDIMENT BASIN) AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS T --BE -COMPLETED PRIOR -TO-UPSLOP-E LAND DISTURB-ING ACTIVITIES. 3. THE PROPOSED DRY DETENTION BASIN WILL ACT AS A SEDIMENT BASIN DURING CONSTRUCTION ACTIVITIES. 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. THE SEDIMENT BASIN WILL BE PULPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY. 5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AND ALL SLOPES WITHIN 21 CALENDAR DAYS. 5. UPON BRINGING THE PARKING AREA TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE 7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND SPECIFICATIONS ON SHEET C--1. 8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED, SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. MIRACLE LEAGUE OF W.W ILMINGTON Hanover wilming .. .. .. N. T.S. STEEL POST -WOVEN WIRE FABRIC -WARNING SIGN ,,, SILT FENCE. GEQTEXTILE FABRIC FILL SLOPE WIRE --F-ENCE w.•Yiy^ 3a GRADE 5" MIN. COVER OVER FABRIC �- ---• EXTEND MIRE 6" MIN. INTO TRENCH SIDE VIEW 6` MAX. VARIABLE AS DIRECTED BY THE ENGINEER Alid ,�- li ! LI iI II FRONT . VIEW I -tit GRADE N 2 LE S: 4�0" 1. SYNTHETIC FILTER FABRIC SHOULD BE 1�t�T OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS WARNING SIGNS TO BE MACE OF DURABLE, WEATHERPROOF MATERIAL. CERTIFIED BY THE MANUFACTURER OR I LETTERS TO BE 3" HICH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. � TREE PROTECTION AREA SUPPLIER PER ASTM D 6461 AND SHOULD x SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. CONTAIN ULTRAVIOLET RAY INHIBITORS PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. AND STABILIZERS PER ASTM Q 4355. ADO NOT ENTER FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE 't SIGN PER PROTECTION AREA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC, 2. WIRE FENCE SHALL BE MINIMUM 14 MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ESN CH SA -MAXIMUM -ME-WARNING SIGN DETAIL 3, SEE THE NC EROSION AND SEDIMENTATION CONTROL. MANUAL FOR OTHER SPECIFICATIONS. STANDARD TEMPORARY SILT_ / TREE PROTECTION FENCE MON STORM DRAIN PIPE STORM DRAIN PIPE NON -WOVEN FILTER FABRIC --j SECTION TAILWATER FLOW N.C.D.O.T. CLASS B RIPRAP, MINIMUM 18" THICK, TYPICAL. RIPRAP LOCATIONS LENGTH (FT.) UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) BASIN OUTFALL 7.5 3.75 5 RIP -RAP OUTLET PROTECTION N.T.S. ASPHALT DETAIL FOR PARKING LOT P AVEI EN T .D E T A•I L N.T.S. ----- STANDARD DETAILS 1-1/2- SURFACE COURSE, SF--9.5A CRUSHED iGREGATE SE COURSE COMPACTED SUBGRADE .1/2" FIBER EXPANSION 1/2f• �� '' JOINT WITH SEALANT 4" CONCRETE WALK DRA NA -GE 'FILL OR UNDISTURBED SOIL SEE SOILS REPORT NOTE: 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 N. T. S. 17 PREPARED FOR: GSP ACCESS of Wilmington, Inc. CONSULTING,PLLC PCB Box 2019 E N G! N E E R I N Wilmington, NC 28403 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel; 910-442-7870 fax: 910-739-6659 910-508-6788 4: EE • a . TO BURGAW 2F • 0 INTERSTATE 40 (R/W VARIES) CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD 1 CHORD CI 1 911.09 2704.79 19017'59" 459-90 N21007148"W I- 1 906.79 I I - PERMIT AREA S34031'58nE $34045500E S34038"580E S34008'58"E S33*08158*E — W - - - S32033*38*E S4?39 VOW -mom" S31038'56nE om 99.19, 97.91 513.32 T77m7- --- 0---oo, 111.851 P-01.15. 7 39, 825.47' 96.52' 95.45' 50'BUFFER BUFFER----- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - ---------- — — — — — — — — — — — — — — — — — — — — — — — -- - - - - - - - - - - - C1 to PROPOSED 49 BALLFIELD #5 Do \-4 10' ASPHALT PATH 0 16, 0 Z PROPOSE[ BALLFIELD z SOUTHSIDE HOLDINGS, LLCAy s \\�\ �` \ �s\ \ \ \ \ l j ` _ _ _/� �\ l \ \ \ \ R02620-005-005-000 D.B. 5031 PG. 1586 \\\ `� \ \ \ \ \ \` , ,� / ` 6— EXISTING ,3 WOODLINE WOODED / `�s. \ 4` \ \ \ ro FUTjJRE/ P"sEr FUTURE MIRACLE FIELD PROPOSED RESTROOM/ 4\ (IMPERVIOUS) CONCESSION BUILDING mott Ir ol SCORING BOOTH PAD C WOODLINE 1\ __1 (TYPICAL EACH FIELD) PROPOSED RESTROOM/ FUTURE -31 VENDING BUILDING PLAYGROUND AREA (IMPERVIOUS) PROPOSED PICNIC SHELTER/' BLEACHER PAD (TYPICAL EACH FIELD) v\j \c Ile CORPORATE DRIVE DUGOUT STRUCTURE OWNERS ASSOCIATION ro (TYPICAL EACH FIELD) 0 .41111111- -003-016-000 36 R02620 to• D.B. 2466 PG. 0753 rn BA \ o 01 o V) f / voo, 37- 1Z 0 6— _ ______ ------ - _ —_ _ - - --_ _ / \ \ \ \ t / PROPOSED ALLFIELD - / \ \ �' #4 --38- X/ CORPORATE DRIVE (500 R/W) PERMIT AREA 99,/ EXISTING PROPOSED •1 STREAM I BALLFIELD #3 wo1v — —38— —37— L ' / � '34— EXISTING 1 50STREAM F WOODLINE. J, BUFFER / \, l \ 3 EXISTING 1 / — STREAM EXISTING 4D STREAM WE VV6 / / v �v —34 1 14 WETLAND CONSERVATION w / \ f / ,` `'\ l _ `� \ — _ OVERLAY DISTRICT / RESOURCE PRESERVATION AREA 50' STREAM BUFFER a V6 r. / r \ for V-1 1v . I': ' EXISTING z STREAM 2 f o\ / 3 — — l \ \ j / \ \ \ y / / / ; ��f� MAINTENANCE 17 FUTURE BUILDING Ek PARKINs PHASE ry -Z '33— A'_ EXISTING r WOODED X to WOODLINE 'o N 0 ry r) V6 LUDLUM, GLENN T. 0 ET AL PERMIT AREA R02620 -003-031-000 I--- /- D.B. 5205 PG. 947 \ , ^'N/^ / �/ f t" -- — — , </ \ \ �, \\GY pN / 1 l '1 tl PERMIT AREA V61d 901. V, lij 0 40 .0 CD J cus I cl if) o I I C#j Lo (\j EXISTING 4 w I < WOODED 1y'WETLAND RESOURCE IL I Ill I STREAM 5 m00% I \ \ y \ \ / f / PRESERVATION AREA LL LEGAL DESCRIPTION / Q 1 t \ / 1 I I 404 WETLAND CONSERVATION OVERLAY DISTRICT (COD) COD SETBACK RESOURCE PRESERVATION AREA FOR MITIGATION L TEMPORARY GRAVEL TURNAROUND w PARKING EXISTING RKING ROAD WOODLINE 0) ............ C�/ SIM & C\j SIDEWALK /007 OVERALL PERMIT AREA SUMMARY PROPOSED BUILT UPQ i AREA (PHASE 1), BUILDINGS: PERMIT AREA: 3.893,129 SF 0 o6ock A:,/ / / / \ \ J / / / PICNIC SHELTER: 1,800 SF WETLANDS: 176,766 SF 'o RESTROOM/CONCESSION: 1,890 SF COASTAL WETLANDS: 0 SF PHASE I BOUNDARY RESTROOM/VENDING: 915 SF UPLAND: 3,716,363 SF -4w, /I PERMIT AREA MAINTENANCE BUILDING: 4,200 SF *PERMIT AREA FOR DENSITY: 3,893,129 SF I — I — I — I (5) SCORING BOOTHS: 400 SF DRAINAGE PIPE TOTAL BUILDINGS: 9,205 MAXIMUM PERCENT IMPERVIOUS: 24% (934,351 SF) Z X f ST t N G A M P rr R VM R1 DRAINAGE SWALE ,.PARKING: 102,092 SF PROPOSED PHASE I IMPERVIOUS: 272,211 SF 'r6tW'i`---ff'AVEtACCESS: 24,115 S 60 �F FUTURE IMPERVIOUS: 662,240 SF 11k WOODLINE SIDEWALKS AND PATHS: 34,855 SF - - ---- /_/__/ GRAPHIC SCALE OTHER BUA: PERMIT AREA = OVERALL PARCEL - COASTAL WETLANDS 100 0 50 100 200 PLAYGROUND: 24,731 SF MIRACLE FIELD: 25.587 SF ,___1,-j-Q�A,T,HPU1U,A-,50 3�BAF - 0 IN FEET (TOTAL PROPOSED BUA: r7t�ll SF) \\A 1 inch = 100 ft. LINt I At$Lt .INE LENGTH BEARING LI 48.83 N4605824" L2 49.37 N45002'26"W L3 9.00 N0104832"E L4 19.61 N71050'46"E L5 44.44 N20045'21"E L6 75.10 N00042'03"W L7 16.49 N32058'03"P A 0 wo 1% /y) j to FUTUg N PHASE Jk*_ 00 4o OSED ELD #2 TEMPORARY GRAVEL AD TURN -AROUND 12 7 ANN%(, to . CD to uj EMERGENCY GATE U1 11-0 -P to 16'EMERGENCY _ j GRAVEL ACCESS Cu "R, % LIM, Dv NEW HANOVER COUNTY BOARD OF EDUCATION R03400-002-003-000 D.B. 1030 PG. 0616 rPkom, umn '6 vK1J'C;t$ tJ C-C-) R T H, M INA ENVIRONMENTAL M A N A G 'I'M EE" N T C 0 M PM 18 S 10 N UN OF IAfiv LEER QjXj A-LITY Z4, q VT \ 1 TO MURRAYVILLE ROAD... MM "Q11 RAP N, Rh 91 1'19.�� 0- ylho'l 110.4 OVERALL SITE PLAN FOR OLSEN PARK PHASE 1 NEW HANOVER COUNTY NORTH CAROLI-NA PREPARED FOR THE CITY OF WILMINGTON 320 CHESTNUT STREET P.O. BOX 1810 WILMINGTON, NORTH CAROLINA 28402-1810 400 (910) 341-7830 FEBRUARY 20, 2009 REVISED: OCTOBER 10, 2010 (Extend Interior Parking Stalls 8'.Update BUA Table - 10/19/10) • N/ioi DESIGNERS PLAN CERTIFICATION: ' C ` FUTURE BLEACHER STAND / 0 hti "TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS PLAN HAS BEEN PREPARED IN ACCORDANCE (PAD O BLEACHER END CONCRETE SIDEWALK �, � �8 - O STRUCTURE NOT IN DUGOUT �� Q� / WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL. / I CONTRACT; TYPICAL) / ��• N iiN ' � ��" 1� PRINTED NAME AND TITLE: BACK D REEL, PE /PRINCIPAL Q � 8. DUGOUT LF �Q '�� a � o J A,-3,i / ♦ HDPE • LOB t ° �� ^rO.O� �' J �.��. REGISTRATION NUMBER: 28179 / ® MITERED DRAIN CAP O "� D.1• L MATCH LINE - SEE SHEET NO, C17I • --� ON UPSTREAM END �.Q .�Q'': TP 37.E Tio'G,- (SEE DETAIL) 0' �.. i. e90 \ �Q 0N J TP 37. LegendMATCH LINE - SEE SHEET NO, C14 - 3e p •VO ° % .* J .O 38.67 TP 38.57G 8 .•SO TRANSITION 10 TO RAISED SIDEWALK. " / Q� °=' �� 38.8 3 s0' 3j Ijtr 1 SIDEWALK TO BE OWHIGHER THAN EOP . IE: 37.25 �A L_ AROUND TRAFFIC LOOP (SEE RAISED .v .� \� / 1 �� A 3 i.D3� --.•."'.,`�yl ) De.y _ _ ;.� . TP T�° 8 �. 3s4:`SIDEWALK DETAIL) 404 WETLAND C00 SETBACK \ 6� F J D o .34 '3 8 \ ----- TO RA15EU 51UEwAl.R. Q SIDEWALK TO BE 0.5HIGHER THAN EOP AROUND TRAFFIC LOOP \ _ _ \s_8� 11IID, E0 INV. - 25.00 ♦ _ r 7r, PROPOSED BALLFIELD #4 _� g-- � /� � w- / / (SEE LANDSCAPE PLANS FOR - 4i TYPICAL FIELD DETAILS) F / S AF NE IZ N N iV ro ngg \ / FRAME: 32.10 h \ er \ -3 7 \ . \ INVERT IN OUT 25.89 FG 30. �. � - /SEE LANDSCAPE � _ ( / ): �� '*N/151N PLANS FOR PROPOSED 12 LF OF 6 PVC N_,'zs., "s�'{ { ///.� �R-35 • 0.75x FENCE LOCATION 1---- RI R STATI 1 a.. FRAME: 32.50 t (" \ \ \ ♦ \ \ \ \ _ - / INVERT (IN): 25.80 "_ : _: 12' X 20' GRAVEL , v. w , i\\ ''♦ �\ _ - - - - J J v (SEE DETAIL) !/� PAD AREA►.. 2e i D NOTES: _ ` ;:y : 3 - ¢ <.:. / ` 0 ` F \�\ \ \ \ \ _ _ 37- I. 5' SIDEWALK BE FLUSH AGAINST � -1- � 12' GRAVEL J:; � _ � VALVE VAULT � � � w r PR�SED PAVEMENT UNLESS OTHERWISE �IOTfD. ACCESS - _ (SEE DETAIL) FRAME: 30.75 ( 2�SEE LANDSCAPE PLANS FOR TYPICAL FXLD DETAIL. } _ l gtI INVERT IN: 24.26 3. MAINTAIN AT LEAST IN HORIZONTAL SEPERATION � �� _ 1�5 FORCEMAIN FMB ,�` � INVERT OUT: 24.26 M �\ ♦ M� \ \ < < - BETWEEN WATER LINES. , } �' _ (MIN. ID 1.5548) -�-�� S 1 FRAME: 30.60 • DETECTABLE . \ \ - ✓��✓✓✓_✓ �� j✓� �� ✓�✓�� / / ( /y''� ..UJ IPI�/E'1.1n�UT• 27.00 WARNING /_ / \ - \ - _ . . .. _. .. :. a.. -:--•tea .../ ,t i1 :r4,.....1 '+."1 ;�� "i__1: 1,✓�.: ". .>a -+ T'' l a„_ `l'-» c_l 115r A nr North Carolina One rCall Center Call'' Before You Dig "It's The Law" 1-800-632-4949 � � \ � ?�%� �- _/- / � �'�� \ \2 3: - ' / 1 `A /Z� ��\ �. / IlJ N' , - 12•� RIBBON CURB Olsen Park- Phase 1 VICINITY MAP: a e e ` SEAL: 0,,1 ^�,, •v• zZ .- ;oy i �`r2�Wo I :L. � ..0• O=zQ • o • z ��,'•• W .� �C,, AV cso ,��,.�t�tlt!!l,,,,,,�� `�� P• !Ii FIR z �v v' o N 1�1l111tt11�t CLIENT: The City Of Wilmington Parks, Recreation, & Downtown services 302 Willard Street Wilmington, NC 2846i. s Tel: 910-341-7855 Fax: 910-341-7854 Project Bid # PB-TH-1208 CONSULTANTS: HadenStanziale planning landscape architecture 3807 Wrightsville Ave., Tel: 910-791-8383 Suite 24 Fax: 910-791-9928 Wilmington, NC 28403 www.hadenstanziale.com 1N 1009 Anna Knapp Blvd., Tel: 910-849-1141 Suite 202 Fax: 843-849-6756 Mount Pleasant, SC 29464 www.dwginc.com LL BMS Architects, PC 514 Market Street PO Box 3667l Wilmington, NC 28406 Tel: (910) 762-2621 Fax: (910) 762-8506 REVISIONS: 1. Per NCDENR Comments 2. Per Fire Department, CFPUA Comments (3/16109) 3. Revised Dugout Location (3/24/09) 4. Per CFPUA Comments (4/7/09) 6. Per DENR Sewer Comments (NJE, 5/11/09) 7. Per DENR Sewer Comments (NJE, 5120/09) 9. Revised Vending Sidewalks (8/31/09) 10. Rev'd 3rd Base Dugout Accf r S "!Tading(10/29/0 11. Extend Interior Parking Sta,_ i I9/10) in W111111111111111 0' 15' 30' 60' NORTH SCALE: V = 30' DATE: NOVEMBER 25, 2008 PROJECT NUMBER: 20050 DRAWN BY: NJE tC° 11 APPROVED BY: JDR TITLE: NU CAR INA ENVIRUNMEI 101 Development Plan SHEET: C14 P.- CD M to 6: O O N 0 1-40 3 0 0 BNDY 2 0 1-40 w g / O --——— --f--- ------ j 50' VEGETATED BUFFER Ld ___— ",------------- — --- / �i'' LYNCHBURG�; Ly A _ - — // r s' HSG C — — — UFFER / ps VEGETATED B I — — �` \ 7 \ 5 \ / ale t WRIGHTSBORO, Wr ` t ( `38-� i \ HSG C CA 000 < EXISTING f B_'DD3 ` : WOOOL NE O' IASPHALT �s „ \ k STROOM 1 :i. m y- t MMa ` PATH / .•3 J E S,. t � i � 4 \ `\ SWALE F � � � ONCESS ON °� , C f( f jj BUILDING E S GATE Se � , SGBwoos- \ % PLAYGROUND AREA r . •-HA�1 I AP FI �-� = - -,. (IMPERVIOUS) 0000 ONO \ f !/♦ / (IMPERVIOUS)Ile '\ _ s ♦ S / t r 3 r -�. ALE 0 s, F 1 l \ � F J 4 r t a , \ %;opt - Y t{3o,,,,. 5 I a , F t �. PIC I , -�. RE 00 4., .. co s VENDING 1 BI`71L+1 40 f } Y , \ 1 BUI {NG r: ' .•� -\, / � 4 �.. sI I t 1 - lob S \ \� / - .. v, 1 f � J ,3 1 , lb 4 \ o / o \ d 1 z _ i- -- \ ALE 1 \ � o .5 C •-32\ \ •1 •4 ,j SWALE i A1 E B e :t - d � \ - cp x•. t / 3 - r-� S G A \ � v + \ N t I \ � 3 4 _ � 1 1 SWALE A ONP o \ \ o�lP �\ ON O P o�lp � Oy�1P ONP oiyp PNP ONP �Np �lP � ON I �� Np bNP + ONP ONPI \\ J 04P � yP 1 �\ P ^\ y o y oI ip T wOil j gfyp /'�� P:, ... _ ,SNP f`w` 0 11, �� ON 7 10 t LEGEND STUDY LIMITS SUB -BASIN BOUNDARY —� - - • — SWALE SOIL CLASS BOUNDARY / t BASIN X BASIN LABEL xxxx AC NODE NODE LABEL F�.,..4 -, gg p(/I &��4„> I T 9 AkR his `s srz `e; ��& � i €aa'N 3 404 WETLAND ` COD SETBACK_.. 5-1 ate. CONSERVATION OVERLAY b W RESOURCE PRESERVATION 1 �., ,1 e3 DISTRICT (COD), ; �, �; AREA FOR MITIGATION f t NOTES: I. SITE APPURTENANCES SUCH AS CONCRETE PADS FOR DUGOUTS, BLEACHER STANDS. l AND SCORING BOXES ARE INCLUDED IN THE CALCULATED IMPERVIOUS AREA z R f' LIN+ a• a 1f.t3u 3k�t GRAPHIC SCALE Y � 100 0 50 100 200 400 ( IN FEET } t 1 inch = 100 ft. , FEB4 2009t 11111111- o W U m Z 41 0 U d M t4 Z IN U j OC I- 0�c� "1. = z tti z0Zmm= mod Z G Zo,,d �N Now� I•y `' O Rw z - w 6I Z Z�C~ 4 ?Z j N - IL U �Zz ?' D 0w0 92 D U) �J� O O m Z x o W �— z W o W is Z �.. Q U) Q Q Z J n Q Cr. 31 0 Q lL z cr Z o0 Q w >- W CL z 0. �r 0 Z Q Lv to J W _ W _j 0 W > z W r� C 0 0. JOB NO: J-20050.0000 DATE: 5/5/08 DRAWN: C.A.M DESIGNED: C.A.M REVIEWED: B.D.R APPROVED: J.D.R SCALE: I" = IOO' C.1 CDO tV tit sn art Civil Design,:Sheets FOR Permitting Only The City Recreation Of Wilmington Parks, &Downtown Services 302 Willard Street Wilmington, NC 28401 DATE FEBRUARY 1!, 2009 REVISED: FEBRUARY 23, 2009 JOB# 20050 0 CONSULTANTSo Hadenstanziale �� O �O� ER1 planning CA &0 S/ .ZV P 0 —4 .* - * THOMAS **--y le zz . : & MUTTON Al ENGINEERING 028179 Co. : 00 I % No. F-0871 AZ- N• ' OF A.01 BMS Architects, PC 514 Market Street PO Box 3667 Wilmington, NC 28406 Tel: (910) 762-2621 Fax: (910) 762-8506 0- 01 ti �ITE S KERR AVE. VICINITY MAP (Ito = 2000') SCHEDULE OF DRAWINGS SHEET NO. DESCRIPTION C1 COVER SHEET C2 CIVIL INDEX AND GENERAL INFORMATION C3 CIVIL SEDIMENT AND EROSION CONTROL NOTES C4 — C6 CIVIL CLEARING, SEDIMENT & EROSION CONTROL PLAN C7—C8 CIVIL CLEARING, SEDDAENT & EROSION CONTROL DETAILS C9 SURVEY CONTROL PLAN CIO — C12 CIVIL STAKING AND SIGNAGE PLAN C12A ACCESSIBLEROUTE PLAN C13 — C 1 9 CIVIL SITE DEVELOPMENT PLAN C20 — C22 CIVIL ROAD PROFILES C23 — C24 CIVIL DRAINAGE PROFILES C25 — C26 FORCE MAIN PROFILES C27 — C29 CIVIL SANITARY SEWER DETAILS C30 CIVIL PUMP STATION DETAILS C31 CIVIL WATER MAIN CONSTRUCTION DETAILS C32 .;,C34 CIVIL CONSTRUCTION DETAILS CS1 CIVIL STRUCTURAL GENERAL NOTES & SITE PLAN CS2 — CS3 CIVIL STRUCTURAL DETAILS . .. ... .. .... ................. SITE DATA PIN# R03400-002-003-001s R03500-001-002-001, R03500-001-014-000 PROJECT ADDRESS 6035 MTMRAYVILLE ROAD (SR 1322) TOTAL SITE ACREAGE 89.4 ± AC. ZONING CLASSIFICATION R-15 BUILDING SETBACKS FRONT: 25' REAR: 20f SIDE: 10, MAX BUILDING BEIGHT: 351 PROPOSED PHASE I BUILDINGS 9,205 SF PROPOSED BUILDING CONSTRUCTION TYPE TYPE V-B PROPOSED IMPERVIOUS 262,231 SF (6.7% TOTAL AREA) LAND DISTURBANCE 31.85--h AC. TOTALPARKING — PROPOSED 240 SPACES (INCLUDES 814ANDICAP) SITE CONSERVATION RESOURCE NEEDED YES REVISIONHISTORY 2102,11 .12flil, INN !%NMIAL MANA&JWA"u t'Iv, U V i S 10 IN 0 F VVATI EER Q U 11- C3—C8, C 10-24:, C26, C3 I —C34 ALG 2/23/09 NO. SBEETS REVISED BY REV. DATE SUBMITTAL SCHEDULE BY. __�e ai OZI 2/23/09 RE —SUBMITTED TO NHC AND NCDENR DWQ 2/1/44 SUBMUTED ALL SHEETS TO NHC AND NCDENR ----------- O TOPOGRAPHY LEGND GENERAL NOTES DESCRIPTION EXISTING PROPOSED GENERAL NOTES: RIGHT-OF-WAY LINE L ALL ELEVATIONS ARE REFERENCED TO NAVD 88. 0 0 0 PROPERTY LINE 2- NO BOUNDARY SURVEY PERFORMED BY THOMAS Ek HUTTON. 3. ALL PROPERTY LINES SHOWN WERE TAKEN NEW HANOVER COUNTY GIS PARCEL DATA. AND PLATS OF RECORD. ROAD......... ............... . .. 4. CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS PRIOR TO USING THEM FOR CONSTRUCTION. EASEMENT. . ......... .......... .......... ......... ........ .......... ......... .......... ..... 5. EXISTING UNDERGROUND UTILITIES SHOWN IN THESE PLANS ARE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO THE TREE LINE V COMMENCEMENT OF EXCAVATION. IF UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE TOP OF LAKE .......... ................ ........................ CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. . ...... 6. THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO CONTOUR .......... 8 BEGINNING NEW CONSTRUCTION, 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. SPOT ELEVATION �-Tp XX.XX OR FG XX.XX X S. WHEN FIELD INSPECTIONS ARE REQUIRED, CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS. TREE PROTECTION 9. CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE APPROPRIATE RIGHT-OF-WAY, EASEMENT, OR WETLAND PRIOR o TO FINAL APPROVAL, GRAND TREE TO BE REMOVED If IN W.OAK X 10. NEW PAVEMENT SHALL BE FLUSH WITH EDGE OF EXISTING PAVEMENT, 11. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS. GRAND TREE # 24 IN L.O. - 17. CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER WITH CAPE FEAR PUBLIC UTILITY AUTHORITY- 15. CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER THE WATER MAIN PIPE BARREL OF 3'-0" UNLESS OTHERWISE ASPHALT PAVEMENT .... . ..... ...... . ... ... INDICATED. 14. SHOULD PIPE, FITTINGS. AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE DRAWINGS BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE CONTRACTOR IS RESPONSIBLE FOR DRAINAGE LEGEND OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO THE OWNER. DESCRIPTION EXISTING PROPOSED 15. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED TESTS AND INSPECTIONS. CURB INLET TYPE A �W I ",W no 16. ALL WATERMAINS SHALL BE POLYVINYL CHLORIDE (PVC C900 DR18) UNLESS OTHERWISE INDICATED. L) . .. . ........ 17. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE. CURB INLET TYPE 8 ............ 18. ALL VALVES, VALVE BOXES AND COVERS MUST NOT BE LOCATED WITHIN THE CURB AND GUTTER SECTION AND/OR WITHIN THE PAVEMENT SECTION. CURB INLET TYPE C \#7 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS. CONTACT NC ONE CALL (PH: 800-632-4949). 20. APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER DISTURBANCE TO ADJACENT PROPERTIES. IF FIELD CONDITIONS WARRANT OFF -SITE GRADING OR DISTURBANCE, CONTRACTOR SHALL NOTIFY OWNER OR OWNER REPRESENTATIVE. GRATE INLET TYPE 21. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO STATE AND LOCAL CODES. CONCRETE CURB a GUTTER ........... ... . ........................................... ........................................... . .... 22. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER OR OWNER REPRESENTATIVE FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY THE OWNER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION. STORM DRAINAGE PIPE 658 LF 30 • ' 0 . 0 ° RCP • X.XXN 23. CONTRACTOR SHALL REFER TO LAYOUT PLANS FOR THE LOCATION AND DIMENSIONS OF PROJECT. STORM MANHOLE OR JUNCTION BOX 24. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED By STATE AND LOCAL AUTHORITIES. 25. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. GRASSED SWALE < . .. . ........... ... . ...... 26. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATION OF THE STATE'S EROSION CONTROL AND GRADING REQUIREMENTS AND MAY BE SUBJECT TO A FINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS. DITCH ............. . 27. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF SEDIMENT POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE. WATER AND SEWER LEGEND 28. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE COUNTY PROJECT ENGINEER AND/OR NCDENR. 29. DAMAGE TO INFRASTRUCTURE, PUBLIC OR PRIVATE PROPERTY, AND/OR VEOETATION SHALL BE IMMEDIATELY DESCRIPTION EXISTING PROPOSED REPAIRED OR REPLACED BY CONTRACTOR. SANITARY SEWER PIPE 400 LF W* 30. ALL TRAIL SURFACES AND SLOPES SHALL MEET ADA AND SLOPE REQUIREMENTS PRESENTED IN THE NC BICYCLE SEWER 0 0.50X FACILITIES PLANNING 8t DESIGN GUIDELINES MANUAL SANITARY SEWER EASEMENT ... ....... -- - - - - 31. CONTRACTOR SHALL REVIEW PLANS FOR PROJECT LIMITS OF DISTURBANCE. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN APPROVAL FROM THE COUNTY. FORCE MAIN .... ..... FNI- 32. ALL COMPONENTS MUST MEET ADA GUIDELINES. SEWER SERVICE .................... . . .... .. 33. REFERENCE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES_ WATERPIPE E X 127 W W_ WATER EASEMENT SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT WATER SERVICE - - - - - - - - - - - - - - - - - - - - OTHER UTILITIES LEGEND DESCRIPTION EXISTING NATURAL GAS TELEPHONE ........... UNDERGROUND TELEPHONE ...... UT ELECTRICITY ...................... UNDERGROUND ELECTRICITY CATV UNDERGROUND CATV U A T. V .... ...... ... .................. ABBREVIATIONS HDPE HIGH DENSITY POLYETHYLENE NIC NOT IN CONTRACT SGD SUBGRADE DRAIN BOT BOTTOM MIN MINIMUM SS SANITARY SEWER DIP DUCTILE IRON PIPE 0C ON CENTER TC TOP OF CURB EL ELEVATION PC POINT OF CURVE TG TOP OF GUTTER FG FINISHED GRADE PT POINT OF TANGENT TP TOP OF PAVEMENT FM FORCE MAIN (SANITARY SEWER) PVC POLYVINYL CHLORIDE TW TOP OF WALK FR FRAME RCP REINFORCED CONCRETE PIPE TYP TYPICAL GI GRATE INLET R/W RIGHT-OF-WAY W WATER IE INVERT ELEVATION SD STORM DRAINAGE W/ WITH LF LINEAR FEET SDMH STORM DRAINAGE MANHOLE WV WATER VALVE MAX MAXIMUM SF SQUARE FEET 0 DIAMETER TO BURGAW L34 L36 < oo Z, / '0, C Y__ WirTmo IN TERS _rA rE 40 L32 L31 L30 L 9 L33 C1 461 C.Ml W j SHEETSi\,C, 11� 4 1eo,, I V k Iv� L �9 n7l 71� Q �Q g W v 4, 1 el. PHASE-1 BOUNDARY SHEETS T _j _S14 S C13 j ... ....... CURVE TABLE CURVE LENGTH CHORD BEARING CHORD RA Mus DELTA CI 911.09, N 21*07'48" W 906.79- 2704.79' 19*17'59 LINE TABLE LINE LENGTH BEARING LINE T.T-NGTIN:�_ BEARING LI 1007.14 N14031*06NW L20 170.79- N52&05*26"W L2 142.79 N13008"55"E L21 55.41 N41*03'41"E L3 04.68 N60011'23*W L22 112.27 N7e635'25uE L4 79.53 N74005132*W L23 170.03 N44*57'34"E L5 186.00 N80*37'54*E L24 49.37 N45*02'26"W L6 171.69 N6t014'39"E L25 79.�29 N45019'11"E L7 217,84 N62'030406"E L26 48.83 N46058'24"W L8 91.70 N76049'220E L27 76-54• N46006'51"E L9 155.73 N89*4433'mE L26 561.97 7-- NOO*17138*W LIO 96.79 N52*19'07"E L29 95.45 N31036'56"W Lit 81.00 N72036'14"W L30 96.52, N33008'58'OW L12 9.00 N0[048'32"E L31 97.91 N34008'58'aW L13 219J5 N64*48118*W L32 99.19 N3403858OW L14 104.22 N62'055'36*W L33 825.141h N3404550OW L15 79.22 N53041'46QW L34 201.15 N34031'58*W L16 123.50 N54010'15"W --- L35 111.85 N41039'13"w L17 206.85 N39031159DW L36 51332 N32*33'36"W N32058'03"E N19046'34"E LIB 140.64 N48*24'10"W L37 16-.49 LIS 177.48 N51050'54-E L38 imis 'irgof M, y, pv, I It �' k�k� SHEE/T11, PROPERTY BOUNDARY TO Vim- V'r. W-M 0 16. ")i \ �Vo t k1k, Ylb SHEETS C16 j It n- 3 p '0�4, - - ------------ LINE LENGTH BEARING > ------ L39 73.77 N04031'54"E L40 96.65 N19000'34"E L41 73.51 "E L42 239.77 N17*23'58'"E L43 153.52 N05012'43"E L44 140.13 N06*01124"W L45 108.63 N00*2I'I04E L46 155.81 N03018'56"E L47 139.92 N02008'56"1N L48 97.41 N04041'07"E L49 75.10 N00042'03"W L50 44.44 N20045'21"E L51 19.61 N71050'46E L52 L53 161.48 N71*50'46"E 50.17 N71*44*22"E L54 178.48 N71044'12E L55 100.07 N71*3841"E L56 100.19 N71'04524"E L57 140-78 N71045-24-E j CIVIL SHEET LOCATION"' M.. A P_ SCALE: I" = 300' Civil Design Sheets FOR Olsen Park -Phase 1 Permitting Only COUNTY NEW HANOVER TMS R03500-001-014-000 Ek R03400-002-003-001. ZONING R-15-RE SIDE NTI AL FLOOD MAP APPROXIMATE FLOOD ZONE LINES ARE REFERENCED FROM THE NORTH CAROLINA FLOOD INSURANCE RATE MAP AS SHOWN ON PANEL NO. 372032 4000J, DATED APRIL 3, 2006. (SEE SHEET C9 FOR FLOOD ZONE LINES) P__rf:%11_EePA_1U'%_E,E) FOR: The City Of Wilmington Parks, Recreation, &Downtown Services 302 Willard Street Wilmington, NC 284Q1 GENERAL INFORMATION. OWNER/DEVELOPER: THE CITY OF WILMINGTON PARKS, RECREATION, 6k DOWNTOWN SERVICES 302 WILLARD STREET WILMINGTON, N.C. 28401 (910) 341-7855 ENGINEER: THOMAS EN HUTTON ENGINEERING CO. 219 STATION RD., SUITE 101 WILMINGTON, N.C. 28405 (910) 332-3360 SURVEYOR: THOMAS 6k HUTTON ENGINEERING CO. 1350 FARROW PARKWAY MYRTLE BEACH, SC 29577 (843) 839-3545 LANDSCAPE ARCHITECT: HADEN STANZIALE 3807 WRIGHTSVILLE AVE., SUITE 24 WILMINGTON, N.C. 28403 (910) 791-8383 ARCHITECT: BMS ARCHITECTS, PC 514 MARKET ST-, P.O. BOX 3667 WILMINGTON, N.C. 28406 (910) 762-2621 CONSULTING ENGINEER: DWG, INC. 1009 ANNA KNAPP BLVD,, SUITE 202 MOUNT PLEASANT, S.C. 29464 (910) 849-1141 a am Ili Olsen Park 'Phase I (I VICINITY MAP.- . ................. SEAL: 40 �� F\ Zz (no- <tR 40 :LLJ .0 UJO M 0 J1_ :rzo 00 jE 5 d I* tu z 6 Uj rj A CLIENT: The City i Of WihTiinRton Parks, Recreation, & Downtown services 302 Willard Street Wilmington, NC 28401 Tel: 910-341-7855 Fax: 91.0-341-7854 Project Bid # PB-TH-1.208 CONSULTANTS: HadenStanziale planning landscape architecture 3807 W-rightsville Ave., Tel: 910-791-8383 Suite 24 Fax.- 910-791-9928 Wilmington, NC 28403 www.hadenstanzialexom 1009 Anna Knapp Blvd., Tel: 910-849-1141 Suite 202 Fax: 843-849-6756 Mount Pleasant, SC 29464 wwwAwginc-com 0 SMS Architects, PC • 514 Market Street PO Box 3667 Wilmington, NC 28406 Tel: (910) 762-2621 Fax: (910) 762-8506 REVISIONS: ............... 1Iiii " 0 0' 150" 300' 600' NORTH SCALE: I = 300' DATE-. NOVEMBER 25,2008 PROJECT NUMBER: 20050 DRAV�rN BY: NJE APPROVED BY: JDR TITLE: 11 Civil Index And General Information SHEET: C2 _ O STORMWATER POLLUTION PREVENTION PLAN m SITE DESCRIPTION 2. CONTROL MEASURES (CONTINUED) 5. NON -STORM WATER DISCHARGES A. DESCRIPTION OF CONSTRUCTION ACTIVITY A. EROSION AND SEDIMENT CONTROLS (CONTINUED) THE FOLLOWING NON-STORMWATER DISCHARGES MAY BE COMBINED WITH STORM WATER G. GRASSING DISCHARGES FROM THIS PROJECT: CONSISTS OF GRUBING, GRADING, DRAINAGE IMPROVEMENTS AND GRASSING, ROAD AND PARKING LOT, INSTALLATION OF WATER AND SEWER SYSTEMS, ASSOCIATED WITH DEVELOPMENT. A. ALL. INSTALLED CONTROLS WILL BE MAINTAINED UNTIL GRASSING IS I. DISCHARGES FROM FIRE -FIGHTING ACTIVITIES B. SEQUENCE OF MAJOR SOIL. DISTURBING ACTIVITIES ( THIS IS A GENERAL. SEQUENCE. ESTABLISHED. 2. FIRE HYDRANT FLUSHINGS 3. WATER USED TO WASH VEHICLES OR CONTROL DUST SOME ACTIVITIES WILL BE UNDERWAY CONCURRENTLY, 4. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHINGS 5. IRRIGATION DRAINAGE 1. INSTALL SILT FENCING B. STORMWATER MANAGEMENT £. ROUTINE EXTERNAL BUILDING WASHDOWN 2. CLEARING AND GRUBBING 7. PAVEMENT WASH WATERS, WHERE SPILLS OR LEAKS OF TOXIC MATERIALS HAVE NOT 3. INSTALL DETENTION BASIN AND REMAINING EROSION CONTROL. MEASURES RUNOFF FROM THIS PROJECT WILL BE TREATED BY VEGETATIVE OCCURRED (UNLESS ALL SPILLED MATERIALS HAVE BEEN REMOVED AND WHERE DETERGENTS 4. ROUGH GRADING SWALES AND WILL DISCHARGE TO THE EXISTING DITCHES AT THE ARE NOT USED) 5. INSTALL CURB OUTLET SWALES PROPERTY BOUNDARIES. 8. AIR CONDITIONING CONDENSATE G. INSTALL SEWER SYSTEM C. COTHER CONTROLS 9. SPRINGS 10. UNCONTAMINATED GROUND WATER 7. INSTALL ROADS It. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS 8. FINAL GRADING I. WASTE DISPOSAL MATERIALS SUCH AS SOLVENTS 9. FINAL GRASSING AND STABILIZATION C. RUNOFF DATA I. SOIL CLASSIFICATIONS: LEON A, A/D, B, B/D, C. D 2. QUALITY OF DISCHARGE FROM SITE: NORMAL D. RECEIVING WATERS 1. CLOSEST RECEIVING WATERS SMITH CREEK 2. ULTIMATE RECEIVING WATER E. DISTURBED AREA 31.85 ACRES (INDEX #18-74-63, CLASSIFICATION "C Sir") CAPE FEAR RIVER 2. CONTROL MEASURES A. EROSION AND SEDIMENT CONTROLS PRIOR T4 START OF CONSTRUCTION, SILT FENCE WILL BE INSTALLED AT EDGE OF FRESH WATER WETLANDS THAT ARE ADJACENT TO DISTURBED AREAS OF SITE AT LOCATIONS SHOWN ON APPROVED PLANS. 1. CLEARING A. AS CLEARING IS COMPLETED, ADDITIONAL SILT FENCE OR CHECK DAMS WILL BE INSTALLED WHERE NECESSARY, SUCH AS POINTS WHERE FLOWS BECOME CHANNELIZED, AND OTHER POINTS WHERE EX ESSIVE RUNOFF VELOCITIES MAY OCCUR. B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF ROUGH GRADING WILL MANDATE STABILIZATION PROCEDURES, ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING. 2. DRAINAGE A. ALL. INSTALLED SEDIMENT AND EROSION CONTROLS WILL BE MAINTAINED DURING DRAINAGE INSTALLATION. B. WET DETENTION BASINS OR PONDS WILL BE EXCAVATED., OUTLET STRUCTURES WILL BE INSTALLED WITH OUTLET PROTECTION. CONSTRUCTION DRAINAGE WILL 13E ROUTED THROUGH PONDS, WHICH WILL ACT AS SEDIMENT BASINS. PONDS WILL BE OVER EXCAVATED TO PROVIDE FOR SEDIMENT STORAGE. C. STORM DRAIN INLET PROTECTION INCLUDING ILT FENCE AND GRAVEL SEDIMENT FILTER AS SHOWN ON DETAIL SHEET SHALL BE INSTALLED ON ALL. CURB I;NI�.ETS, STORM DRAIN MANHOLES, JUNCTION BOXES, AND GRATE INLt:TS. EXCAVATE A SHA'� L OW AREA IN THE APPROACH TO THE INLET FOR TEMPORARY S DIMENT STORAGE AS SHOWN ON DETAIL SHEET. D. THE CONTRACTOR SHALL FREQUENTLY INSPECT INLET PROTECTIONS AND REMOVE SEDIMENT BUILDUP AS REQUIRED. FILTER CLOTH AND GRAVEL SHALL BE REPAIRED AND/ OR REPLACED AS REQUIRED. E. DELAYS OF GREATER THAN 14 DAYS 'PRIOR TO START OF NEXT ACTIVITIES (SANITARY SEWER SYSTEM INSTALLATION) WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING. 3. ROUGH GRADING A. ALL INSTALLED CONTROLS WILL BE MAINTAINED DURING ROUGH GRADING, DELAYS OF GREATER THAN 14 DAYS PRIOR T START OF NEXT ACTIVITY (DRAINAGE INSTALLATION) WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING, B. ALL AREAS NOT SUBJECT TO FURTHER CONSTRUCTION (DRAINAGE, SANITARY SEWER, ROADS, OR WATER DISTRIBUTION SYSTEMS) SHALL BE GRASSED WITH A PERMANENT COVER. 4. SANITARY SEWER SYSTEM INSTALLATION A. ALL INSTALLED CONTROLS WILL BE MAINTAINED DURING CONSTRUCTION OF SANITARY SEWER SYSTEM. B_ DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY (WATER DISTRIBUTION SYSTEM) WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING. 3. CONSTRUCTION OF ROADS A. ALL.. INSTALLED CONTROLS WILL BE MAINTAINED DURING ROAD CONSTRUCTION. B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING. A. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED TO THE WATERS OF NORTH CAROLINA EXCEPT AS AUTHORIZED BY NCDENR. B. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED. C. THIS PLAN SHALL COMPLY WITH REPUTABLE STATE AND OR LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS. D. REGULATIONS - APPROVED STATE OR LOCAL PLANS THE STORMWATER MANAGEMENT MASTER PLAN FOR THIS PROJECT WILL BE REVIEWED BY THE NCDENR AND NEW HANOVER COUNTY ENGINEERING DEPARTMENT. 3. MAINTENANCE PLAN I. 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 TWO (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 FROM THE SEDIMENT TRAP WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED G FEET APART UNLESS A WIRE BACKING IS USED WITH S FOOT STAKE SPACING. 5. THE SEDIMENT BASIN WILL BL- CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES A DEPTH OF 1.0 FEET. G. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE' COVER. 7. SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS WILL BE REMOVED FROM THE CHECK DAMS TO PREVENT CLOGGING. STONES WILL. BE ADDED AS NECESSARY TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 8. SEDIMENT WILL BE REMOVED FROM THE SKIMMER SEDIMENT BASIN WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. DAMAGE TO THE FABRIC LINED SPILLWAY AND CLOGGING OF THE SKIMMER WILL. BE REPAIRED IMMEDIATELY. 9. BAFFLES WILL BE REPAIRED AND/OR REPLACED SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED WHEN OT ACCUMULATES TO ONE-HALF THE HEIGHT FO THE BAFFLE. A. STABILIZATION NOTES ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS. 4. INSPECTIONS QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. BASED ON THE RESULTS OF THE INSPECTION, THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.L OF THE NORTH CAROL.INA DEPARTMENT OF ENVIRONMENT, AND NATURAL RESOURCES NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES THAT ARE CLASSIFIED AS "ASSOCIATED WITH INDUSTRIAL ACTIVITY" BY EPA REGULATION, HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION PREVENTION MEASURES IDENTIFIED IN THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF THE NPDES PERMIT SHALL BE REVISED AS APPROPRIATE, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION, A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH IV.D.4.8 OF THE NPDES PERMIT SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON- COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN AND THE NPDES PERMIT REFERENCED ABOVE. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE NPDES PERMIT. 6. CERTIFICATION STATEMENT THIS STATEMENT IS FOR INFORMATIONAL PURPOSES ONLY. ACTUAL CERTIFICATION STATEMENT TO BE EXECUTED BY CONTRACTOR IS CONTAINED IN BIDDING DOCUMENTS. THE GENERAL CONTRACTOR AND ALL CONTRACTORS NOTED IN THE "LIST OF CONTRACTORS" AGREE TO THE CONDITIONS OF THE FOLLOWING CERTIFICATION. THE GENERAL CONTRACTOR HAS SIGNED THE FOLLOWING CERTIFICATION INDICATING HIS ACCEPTANCE OF THE TERMS AND CONDITIONS. "I CERTIFY BY MY SIGNATURE BELOW THAT I ACCEPT THE TERMS AND CONDITIONS OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE GENERAL NATIONAL. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PERMIT NUMBER) ISSUED TO THE OWNER/OPERATOR OF THE CONSTRUCTION ACTIVITY FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM CONSTRUCTION RELATED PROFESSIONAL SERVICES. FURTHER, BY MY SIGNATURE BELOW, I UNDERSTAND THAT I AM BECOMING A CO-PERMITTEE WITH THE OWNER/OPERATOR AND OTHER CONTRACTORS THAT HAVE BECOME CO-PERMITTEES TO THE GENERAL. NPDES PERMIT ISSUED TO THE OWNER/OPERATOR OF THE FACILITY FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM PROFESSIONAL. CONSTRUCTION SERVICES. AS A CO-PERMITTEE, I UNDERSTAND THAT I, AND MY COMPANY, AS THE CASE MAY BE, ARE LEGALLY ACCOUNTABLE TO THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (DENR) UNDER THE AUTHORITIES OF CONDITIONS OF THE SWPPP. I ALSO UNDERSTAND THAT DENR ENFORCEMENT ACTIONS MAY BE TAKEN AGAINST ANY SPECIFIC CO- PERMITTEE OR COMBINATION OF CO-PERMITTEES IF THE TERMS AND CONDITIONS OF THE SWPPP ARE NOT MET. THEREFORE, HAVING UNDERSTOOD THE ABOVE INFORMATION, I AM SIGNING THIS CERTIFICATION AND AM RECEIVING CO-rPERMITTEE STATUS TO THE AFOREMENTIONED GENERAL NPDES PERMIT." COMPANY NAME SIGNATURE DATE 7. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER MANAGEMENT SYSTEM THE DRAINAGE SYSTEM WILL BE OWNED AND MAINTAINED � }` THE> CITY OF WILMINGTON PARKS, RECREATION, & DOWNTOWN SERVICES AFTER CONSTRUCTION IS COMPLETE'. 6. GENERAL. NOTES I. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS. 2, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL. BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL DE REPAIRED OR REPLACED, AS NECESSARY. 3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. 4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DARING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL. DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTION. ALL TEMPORARY CONTROL DEVICES SHALL,. BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT AS MAY BE REQUIRED. Olsen Park - Phase 1 0 SEAL: 11 CLIENT: The City Of Wilmington. Parks, Recreation, & Downtown services 302 Willard Street Wilmington, NC 28401 Tel: 910-341-7855 Fax: 910-34I-7854 Project Bid # PB-TD- 1.208 CONSULTANTS: HadenStanziale planning landscape architecture 3807 Wfightsville Ave., Tel: 91.0-79:1-8383 Suite 24 Fax: 910-79 t -9928 Wilmington, NC 28403 www hadensta zialc.com 1009 Anna Knapp Blvd., Tel: 910-849-1141 Suite 202 Fax: 843-849-6756 Mount Pleasant, SC 29464 www.dwgine.com ................ BMS Architects, PC , 514 Market Street PO Box 3667 Wilmington, NC 28406 Tel: (910) 762 2621 ".` RA'' " Pax: (910) 762-8506 REVISIONS: 1. Revised disturbed area per NCDENR comments. O' 0.5' 11 2' NORTH SCALE: I" I' DATE: OVEMBER. 25, 2008 PROJECT NUMBER: 20050 DRAWN BY: NJE APPROVED BY: JDR. TITLE: Civil Sediment & Erosion Control Notes SHEET: C3 -11' 1-800-632-4949 1 61-ST-ING -PAVED ROADWAY 3-1 SIDE SLOPES SECTION A - A N SEDIMENT BARRIER (#57 STONE) SUPPLY WATER TO WASH SILT FENCE 4 FLOW a� I , 'v !� 7 y OR GREATER 4DERLINER NOTE: USE SANDBAGS, STRAW SALES OR OTHER APPROVED METHODS IV 1wHAI*4rqLLI4t RUNOFF 10 BASIN AS REQUIRED. "1,*1 0- FLOW ?OPP R-lq W 140 A M ll -F Qjl.5 0 0 cr A 0 A N.S.A. R-2 (I.5"-23,5") COARSE AGGREGATE 20, AL-- MIN. 6" THICK Ct ul' MIN, > < W/ GEOTEXTILE UNDERLINER CL PQ too 00-008 ' --,, - 0� f�46 z P ®R • �GVw C�o$��QV�aBv8ad��s,°' 8� DIVERSION RIDGE w 50' MIN. NOTE: PLAN 1. IT IS RECOMMENDED THAT THE ENTRANCE 3. IF THE ACTION OF THE VEHICLE TRAVELING OVER 4. THE EXIT SHALL BE MAINTAINED IN A AREA BE EXCAVATED TO A DEPTH OF 3 INCHES THE GRAVEL PAD DOES NOT SUFMCIEN7LY REMOVE CONDITION WHICH WILL PREVENT TRACKING AND BE CLEARED OF ALL VEGETATION AND ROOTS. THE MUD, THE TIRES SHOULD BE WASHED PRIOR TO OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. 2- ON SITES WHERE THE GRADE TOWARD THE ENTRANCE ONTO PUBLIC RIGHTS-OF-WAy. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH WHEN WASHING IS REQUIRED, IT - 1.5 TO 3.5 INCH STONE. AS CONDITIONS DEMAND, PAVED AREA IS GREATER THAN 234r4 A DIVERSION SHAH BE DONE RIDGE 6 TO 8 INCHES HIGH VATH 11 SIDE SLOPES ON AN AREA STABILIZED WITH CRUSHED STONE AND REPAIR AND/OR CLEANOUT OF ANY SHALL BE CONSTRUCM ACROSS THE FOUNDATION AND PROVISIONS THAT INTERCEPT THE SEDIMENT- STRUCTURES TO TRAP SEDIMENT. ALL APPROXIMATELY 15 FEET ABOVE THE ROAD. LADEN RUNOFF AND DIRECT IT tNTO AN MATERIALS SPILLED. DROPPED, WASHED, OR APPROVED SEDIMENT TRAP OR %-DIMENT BASIN. TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. TEMPORARY CONSTRUCT ON EXIT NOT TO SCALTCE CONSTRUCTION SPECIFljCAT1014S 1. WHENEVER FEASIBLE, THE BERM SHALL BE BUILT BEFORE OTHER CONSTRUCTION ON THE SITE BEGINS_ 2. THE BERM SHALL BE IOCATQ) SO THAT IT WILL NOT BE DAMAGED 13Y CONSTRUCTION OPERATIONS AND TRAFFIC. 3. THE BERM SHALL BE LOCATED FAR ENOUGH AWAY FROM THE DISTURBED AREA TO PERMIT MACHINE RE -GRADING AND CLEAN-OUT- 4. THE BERM SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE FOR 30 DAYS OR LESS. UPSTREAM APRON WIDTH (3 x PIPE DIA OR 5' M*- 1.59 EQUAL MIN. MIN TOP OF SLOPE DRAINAGE PIPE FINISHED GRADE DEPTH VARIES SEE CHART FINISHED GRADE 1-1 TTLU-17 TUCK UNDER SOIL 12" MIN, TYPICAL DESIGN CRITERIA: DOWNSTREAM APRON WIDTH (La + PIPE DIAMETER) END VIEW 12" (TYP) RIP RAP TO TOP OF SLOPE RIP RAP DRAINAGE PIPE t ONE LAYER OF FILTER FABRIC SHALL BE PLACED PRIOR TO PLACEMENT OF RIPRAP. MIRIFI La 140N OR EQUAL RR-OSS NUMBER RIP RAP MIN SIZE (IN) RIP RAP MAX SIZE (IN) RIP RAP DEPTH (IN) UPSTREAM APRON WIDTH (FT) DOWNSTREAM APRON WIDTH (FT) APRON LENGTH La (FT) - 1 6 8 le 6 6 6 2 6 8 18 5 1 5 1 5 NOTES: I. UNLESS OTHERWISE NOTED OR LABELED, GENERAL RIP RAP RR DIMENSIONS TO BE 4X4' (MIN RIP RAP SIZE 18 3"1 12" DEPTH). 2. SEE CONCRETE FLUME DETAIL FOR CONCRETE FLUME RIP RAP DIMENSIONS. RIP RAP OUTLET STABILIZATION STRUCTURE_ NOT TO SCALE IRR-OSS] #57 WASHED STONE DROP INLET WITH GRATE STEEL POST(TYP) HARDWARE CLOTH STEEL PLAN POST 4' MAX 19 GAUGE HARDWARE CLOTH (1/4" MESH OPENINGS) RUNOFF WATER - NCDOT #5 OR WITH SEDIMENT #57 WASHED STONE 21 3' ....... DROP INLET-1 WITH GRATE SECTION NOTE: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. CONSTRUCTION SPECIFICATIONS DROP INLET SEDIMENT FILTER I. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET, 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE LEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16- AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. HARDWARE CLOTH AND GRAVEL INLET PROTECTION ........................ DRIP LINE QmAw 9797mr wtv BOARD FENCE CORRECT METHODS OF TREE FENCING TREE PROTECTION NOT TO SCALE FT P-1 NOT TO SCALE I DISF I SNOW FENCE OWN 8' MAX. OR AS DIRECTED BY ENGINEER TOP $TRAND #10, GAGE 171 ""WOVEN WIRE LINE NIRES #12 1�2 GAGE. W/ FILTER FABRIC a T 0- STRAND TOM ' #10 GAGE Li EXISTING GROUND Li Fl FVATION NOTES: FILTER CLOTH FOR SILT FENCE SHALL BE A TREVIRA TYPE It PRODUCT CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE EDGE OF RIGHT OF WAY CORP. OR AN APPROVED EQUAL. METAL POST WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER FABRIC WITH AN ELONGATION AS DETERMINED BY ASTM D 1682, OF 1;-011 WIRE MESH REINFORCEMENT (AS REO'D) 50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM OF 32 FILTER FABRIC INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12 INCH STAY SPACING. FABRIC ANCHORAGE ONLY STEEL POST MAY BE USED. STEEL POST SHALL BE A MINIMUM BACKFILL IN 65"x 6" FILL\ TRENCH W/ TAMPED OF 5 FEET LONG, WEIGH A MINIMUM OF 1.3 POUNDS/FOOT. AND HAVE NATURAL SOIL PROJECTIONS FOR FASTENING THE WIRE OR THE FABRIC TO THE POST. \c)v4 L �/z L STEEL POST SHALL ALSO HAVE A METAL PLATE SECURELY ATTACHED SUCH THAT" WHEN THE POST IS DRIVEN TO THE PROPER DEPTH, THE PLATE WILL BE BELOW GROUND LEVEL FOR ADDITIONAL STABILITY, POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER u WITH I TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE EXISTING GROUND WIRE FENCE OR FABRIC BEING IDEAL, BUT IN ANY CASE, NO MORE THAN CROSS SECTION 3 FEET OF THE POST SHALL PROTRUDE ABOVE THE GROUND. TEMPORARY SILT FENCE DETAIL N07ES ALL PFRffANEN'TCrRASS PL4NTINGS SIL41j- BE muLcjjL,,D * INDICA7ES MARGINAL (BUT PERHISSIBIJ?) Pl-4NHNC, DA7E 1. UNSCARIF[ED 2 SCARITIED 3 CENTIPFEIE SDI) CAN BE USED AS PERU-,jjVEjVT COVER A)VrFIME FXCET7JUNE TffRb'OC7(1j3FR SEEDING RATES FOR TEMPORARY a PERMANENT COVER RATE PER ACRE RATE PER ACRE MONTH TEMPORARY PERMANENT COVER SEEDED ADDED COVER SEEDED ADDED ALONE TO MIX ALONE TO MIX LESPEDEZA, ANNUAL 40 ibs. 10 tbs. BAHIA. PENSACOLA 60 tbs. 30 lbs. JANUARY *RYE 3 bu. bu. BERMUDA, UNHULLED 10 tbs. 6 tbs. *RYEGRASS.ANNUAL 40 lbs .5 - CENTIPEDE, SOD - WHEAT 5 bu. 40 tbs. .5 bu. 10 lbs. LESPEDEZA, SERICEA 1 75 tbs. LESPEDEZA. ANNUAL * BAHIA, PENSACOLA 60 lbs. 30 tbs. *RYE 3 bu- bu. CENTIPEDE, SOD 7 - - FEBUARY * RYEGRASS, ANNUAL 40 tbs. '5 LESPEDEZA, SEDICEA 75 lbs- 40 tbs. 10 tbs. * LESPEDEZA, SEDICEA 2 7s lbs, - * LESPEDEZA. ANNUAL BAHIA, PENSACOLA 60 tbs. 30 tbs. * RYEGRASS, ANNUAL 40 tbs. - BERMUDA, UNHULLED 10 tbs. 6 tbs. MARCH *SUDANGRASS 60 tbs. CENTIPEDE, SOD - * LESPEDEZA. SEDICEA 1 75 tbs. LESPEDEZA. SEDICEA 2 75 lbs- BAHIA. PENSACOLA 60 tbs. 30 tbs, MILLET, BROWNTOP 40 lbs. 10 lbs. SERMUDA, UNHULLED 10 tbs. 6 tbs. APRIL MILLET, PEARL 50 tbs. - CENTIPEDE, SOD 1 - SUDANGRASS 60 tbs. * LESPEDEZA, SEDICEA 75 lbs. LESPEDEZA, SEDICEA 2 75 tbs. BAHIA, PENSACOLA 60 lbs. 5G tbs. MILLET, BROWNTOP 40 lbs. 10 tbs. BERMUDA, UNHULLED 10 lbs. 6 tbs. MAY MILLET, PEARL 50 ft- - CENTIPEDE. SOD 1 - SUDANGRASS 60 lbs. - * LESPEDEZA. SEDICEA 75 lbs- LESPEDEZA, SEDICEA 2 75 lbs. - BAHIA, PENSACOLA 60 lbs. 30 tbs. MILLET, BROWNTOP 40 tbs. 10 lba- * BERMUDA. UNHULLED 10 tbs- 6 lbs. 'TUNE MILLET, PEARL 50 lbs. - * LESPEDEZA, SEDICEA I 75 lbs. SUDANGRASS 60 tbs. - * LESPEDEZA, SEDICEA 2 75 tbs- - MILLET, BROWNTOP 40 tbs. 10 lbs. * BAHIA, PENSACOLA 60 tbs. 30 tbs. JULY MILLET. PEARL 50 tbs. - * LESPEDEZA. SEDICEA 1 75 tbs. - SUDANGRASS 60 tbs. - AUGUST *MILLET. PEARL 50 tbs. - * BAHIA, PENSACOLA 60 lbs- 30 lbs. :0,'RYEGRASS, ANNUAL 40 lbs. - * LESPEDEZA, SEDICEA 7 75 tbs. - SEPTEMBER * BARLEY 3 bu, .5 bu. * BAHIA, PENSACOLA 60 Ibe. 30 lbs, *OATS 4 bu. I bu. LESPEDEZA. SEDICEA 1 75 lbs, - *RYE 5 bu. .5 bu. RYEGRASS, ANNUAL 40 [be- - *WHEAT 3 bu. .5 bu. OCTOBER BARLEY 3 bu. .5 bu. * BAHIA. PENSACOLA 60 tbs. 30 lbs. OATS 4 bu. I bu. LESPEDEZA. SEDICEA 1 75 tbs. - RYE 3 bu. .5 bu. RYEGRASS, ANNUAL 40 lbs. -- WHEAT 3 bu. .5 bu. NOVEMBER BARLEY 3 bu. .5 bu. * BAHIA, PENSACOLA 60 lbs, 30 lbs. OATS 4 bu- I bu. BERMUDA, UNHULLED 10 tbs. 6 tbs. RYE 3 bu. bu. CENTIPEDE, SOD RYE6RASS, ANNUAL 40 lbs. .5 - LESPEDEZA. SEDICEA Z 75 lbs. - WHEAT 3 bu. .5 bu. DECEMBER BARLEY 5 bu. .5 bu. * BAHIA, PENSACOLA 60 tbs. 30 tbs. OATS 4 bu. I bu. BERMUDA, UNHULLED 10 tbs. 6 lbs, RYE 3 bu- bu. CENTIPEDE, SOD - RYEGRASS, ANNUAL 40 tbs. .5 - LESPEDEZA. SEDICEA I 75 tbs. WHEAT 3 bu. 15 bu. I I NOT TO SCALE SF FERTILIZER REQUIREMENTS TYPE OF SPECIES YEAR ANALYSIS OR EQUIVALENT N-P-K RATE N TOP DRESSING RATE 1. COOL SEASON FIRST 6-12-12 1500lbs./ac. 50-100 tbs./ac. * I Ek 2 GRASSES SECOND 6-12-12 10001bs./oc, - MAINTENANCE 10-10-10 400 tbs./oc. 30 2. COOL SEASON FIRST 6-12-12 1500lbs./oc. 50-100 lbs./oc. * I GRASSES AND SECOND 0-10-10 1000lbs./ac. - LEGUMES MAINTENANCE 0-10-10 400 lbs./ac. - 3. GROUND COVERS FIRST 10-10-10 1300lbs /ac. * 3 - SECOND 10-10-10 1300lbs:/ac. * 3 - MAINTENANCE 10-10-10 1100 lbs. /ac. 4PINE SEEDLINGS FIRST 20-10-5 ONE 21-GRAM PELLET PER SEEDLING PLACED IN THE CLOSING HOLE 5. SHRUB FIRST 0-10-10 700lbs./oc, - LESPEDEZA MAINTENANCE 0-10-10 700lbs./ac. * 4 6. TEMPORARY FIRST 10-10-10 500[bs./ac. 30 tbs./cc. 5 COVER CROP SEEDED ALONE 7. WARM SEASON FIRST 6-12-12 1500lbs./ac. 50-100 lbs./ac. * 2 Ek 6 GRASSES SECOND 6-12-12 800lbs./ac. 50-100 lbs./ac. MAINTENANCE 10-10-10 400 lbs./ac. 30 tbsjuc. * 2 S. WARM SEASON FIRST 6-12-12 1500lbs./ac. 50-100 tbs./cc. * 6 GRASSES AND SECOND 0-10-10 1000lbs./dc. LEGUMES MAINTENANCE 0-10-10 400Ibs./cc. * I APPLYINSPRING FOLLOWNG SEiEMING. * 2APPLYIN STLITAPPLICA TIONS RAN HIGH RA TE, S ARE USED. * 3 APPLY IN 3 SPLITAPPLICA TIONS. * 4 APPLY' WHEN PLANTSARE PRUNED. * 5APPLY TO GRASS SPT�CIES ONLY * 6 APPLY WHEN PLAWS GROW TOA11FUGHT OF 2 TO 4,[IVCffr,,S. MULCHING MATERIALS AND APPLICATION RATES MATERIAL RATE PER QUALITY NOTES ORGANIC MULCHES ACRE STRAW 1 2 TONS DRY, UNCHOPPED. SHOULD COME FROM WHEAT OR OATS; UNWEATHERED; AVOID WEEDS SPREAD BY HAND OR MACHINE; MUST BE TACKED DOWN. WOOD CHIPS 5 6 TONS AIR DRY TREAT WITH 12 LBS NITROGEN/TON. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. NOT FOR USE IN FINE TURF. WOOD FIBER 4,5 - I TONS AIR DRY ALSOR REGERREED TO AS WOOD CELLULOSE. MAY BE HYDROSEEDED. DO NOT USE IN NOT, DRY WEATHER. BARK 35 CUBIC AIR DRY, SHREDDED APPLY WITH MULCH BLOWER, CHIP HANDLER YARDS HAMMER -MILLED, OR CHIPS. BY HAND. DO NOT USE ASPHALT TACK. CORN STALKS 4 - 6 TONS CUT OR SHREDDED IN APPLY WITH MULCH BLOWER OR BY 4 - 6 IN. LENGTHS. NOT FOR USE IN FINE TURF. SERICEA LESPEDEZA 1- 3 TONS GREEN OR DRY; SHOULD SEED - BEARING CONTAIN MATURE SEED. STEMS NETS AND MATS RATE PER ACRE QUALITY NOTES JUTE NET ................... COVER AREA HEAVY, UNIFORM; WOVEN WITHSTANDS WATERFLOW. BEST WHEN USED OF SINGLE JUTE YARN, WITH ORGANIC MULCH. FIBERGLASS NET COVER AREA AIR DRY WITHSTANDS WATERFLOW. BEST WHEN USED WITH ORGANIC MULCH. EXCELSIOR COVER AREA AIR DRY WITHSTANDS WATERFLOW. (WOOD FIBER) MAT FIBERGLASS 0.5 - I TONS CONTINUOUS FIBERS OF DRAWN APPLY WITH A COMPRESSED AIR EJECTOR. ROVING GLASS BOUND TOGETHER WITH TACK WITH EMULSIFIED ASPHALT AT A RATE A NON -TOXIC AGENT. OF 25-35 GAL/1000 SO. FT. CHEMICAL RATE PER STABILIZERS ACRE AQUATAIN FOLLOW MANUFACTURER'S SPECIFICATIONS AEROSPRAY CURASOL AK PETROSET SI3 TERRA TACK CRUST 500 NOTES: GENAQUA 743 I. REFER TO PRACTICE NO. 6.30, GRASS LINED CHANNELS. M-145 12. USE OF TRADE NAMES DOES NOT IMPLY ENDORSEMENT OF PRODUCT Olsen Park Phase I VICINITY MAP: 0 SEAL: 10- NO/ -v'00 VA 01 I ir zz 4 WO W 20- 0 20 u40b 40 6 m - i E lse Z Z zoo, LAI CLIENT. - The City Of Wilmington Parks, Recreation, & Downtown services 302 Willard Street Wilmington., NC 28401 Tel: 910-341-7855 Fax: 910-341-7854 Project Bid # PB-TH- 1208 ........................................ .......... ........ ........ ......... CONSUL7,1FANTS: Hade4,5,,tanziale planning landscape architecture 3807 Wrightsville Ave., Tel: 910-791-8383 Suite 24 Fax: 910-791-9928 Wilmington, NC 28403 www.hadensta-n,7,iale.com 1.009 Anna.Knapp Blvd., TA.: 910-849-1141 Suite 202 Fax: 843-849-6756 Mount Pleasant, SC 29464 www.dwg�ic.com lilk BMS Architects, PC • 514 Market Street PO Box 3667 Wilmington.. NC 28406 Tel: (910) 762-2621 Fax: (910) 762-8506 REVISIONS: 1. Per NCDI7,,.N-.R, Comments is of 0.51 it 2' NORTH SCALE: I" = F DATE: NOVEMBER 25,2008 PROJECT NUMBER: 20050 DRAWN BY: NJE APPROVED BY: JDR TrrLE: Civil Clearing,, Sediment, &Erosion Details SHEET: C7 /_ DRAINAGE PIPE CONCRETE (3000 PSI) LEVEL SPREADER LIP 6" WIDE 611± SEE CHART FOR LENGTH 8} TOP ELEV. #4 BARS 0 12" O.C. 3' WIDE STRIP OF FILTER FABRIC WITH 3" LAYER OF #57 STONE NATURAL VEGETATIVE FILTER CHANNEL -- N 3� _ 5' PERMANENT SOIL RE- (3) #4 BARS CONT. ENFORCEMENT MATTING (PSRM). SHALL BE SEEDED WITH VEGETATION AT INSTALLATION. (3) #4 BARS CONT. #4 BARS + 19" O.C. DESIGN CRITERIA: LEVEL SPREADER lO YEAR PEAK FLOW 1 7.O 2 2.0 LENGTH TOP (13' PER 1.0 cfs) ELEV. 91` 29.75 2G 27.0 ' PEAK FLOWS AS SHOWN IN STORMWATER DESIGN CONSIDERATIONS REPORT LEVEL SPREADER R 'B ECT N NOT TO )CALF DESIGN SETTLED TOP 21'1 MIN. ELEV_ (SEE PLAN)I� = o 1 4-111_._.. 3 t FILTER ELEV. (SEE PLAN) FABRIC TRAP NUMBER WIDTH X LENGTH DEPTH (FT) WEIR LENGTH (FT) I 70' X 50' 3.5 10 2 50' X 42' 2.6 4 STONE SHALL TIE INTO EMBANKMENT TO PREVENT WATER FROM CUTTING AROUND THE ROCK. CROSS-SECTION ! i ,.r i • .. •s � s �ii i.�i�.. i • � � � • w �.'fis'r.► � 3' MIN. 3' MIN. #57 STONE OR NCDOT #5 STONE RIP RAP CLASS A z i v PLAN VIEW 12" 12" OF #57 STONE MIN_ OR NCOOT #5 STONE 0 ONE LAYER OF FILTER FABRIC --- SHALL BE PLACED PRIOR TO PLACEMENT OF RIPRAP, MIRIFI I40N OR EQUAL SECTION ROCK PIPE INLET PROTECTION NOT TO SCALE RPIP i,. V tit i r(V L J I V IN C. OVERFILL 6" FOR SETTLEMENT EMERGENCY BYPASS 2:1 SIDE6" BELOW SETTLED SLOPE MAX. TOP OF DAM NOTES: 1. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE EMBANKMENTS. ?. STABILIZE EMBANKMENT AND ALL DISTURBED AREAS APOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. 3. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT, GRADE THE AREA TO FINAL DESIGN ELEVATIONS AND STABILIZE PROPERLY, TEMPORARY SEDIMENT TRAP DETAIL P70T TO SCALE TST SUPPORT ROPE TO WIRE TO PREVENT SAGGING SUPPORT POST, 24" INTO BOTTOM OR SIDE STAKE TO SUPPORT WIRE f f NN .�� ,�� . ff`� ff�, ff\,/f� ff`� ff'� �f� fff\fff�fff�,.fff�:,rf�f \•,,�� \'� f\f�f\f�f�` COIR MEr'..........�...., _.... .�.. OR TRENCHED INTO BOTTOM OR SIDE CONSTRUCTION SPECIFICATIONS. I. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP. 2. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. 3. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. 4. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING. 5. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY GOIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. 6. THE BOTTOM SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH B INCH EROSION CONTROL MATTING STAPLES. 7. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN, S. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS, AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. POROUS BAFFLE DETAIL NOT TO SCALE NOTE: L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION. � JD0 — .8-; s A3 �-_ SPACING BETWEEN CHECK DAMS RIP RAP ✓��` �. �fl�Q�4t,. J i�00 O.Q O.Q 00 L./.L � 24" �:a0a0a0aO:fl c�0a aflame RIP RAP STONE CHECK DAM NOT TO SCALE SCQ Olsen Park - Phase 1 vicnvrrY MAP: I ■§� I. SEAL: �t��lliitltt►t►,y�. r ` • .► _ �� R. la Y ' wo _ . �» UJ I _4 q* =0= 0Mzo ' z ;"air: , z X �t3 go CLIENT: The City Of Wilmington Parks, Recreation, & Downtown services 302 Willard Street ilmin'gtvn, NC 28441. Tel: 91. 0-34 -785 5 Fax.- 910-341-7854 .Project Bid # PB-TH-1208 CONSULTANTS: Hadenctanz panning landscape architecture 3807 Wrightsville Ave., Tel: 910-791 838'a Suite 24 Fax: 9 €}-79I-9928 Wilmington, NC"_ 28403 www,badensuuviale.coni 1009 Anna Knapp Blvd., Tel: 910-849-I l4l Suite 202 Fax: 843-849--6756 Mount Pleasant, SAC' 29464 www.dwginc.com BMS AmhifCcts, PC • 514 Market Street PO Box 3667 Wilmington, NC 28406 Tel: (91 D) 762-2621 � ' ► � � �` Fax: (910) 762-8506 REVISIONS. 1.. Per NCDE' R Comments 01 0-5' 11 2' NORTH SCALD. I" = F DATE.- NOVEMBER 25,2008 PROJECT NUMBER: 20050 DRAWN BY: NJE APPROVED BY: J.DR 3 TITLE: Civil Clearing Sediment, & Erosiom Details SHEET: C8 i ! 3j f i , , s I •1 a as �f S u , t t, .- «...«.,„,,,,,, .. , » ,.•ram "�. TO BURG,4w tr 11 rJ} f 21r ' f if e NOTES t! f` 1. HORIZONTAL AND VERTICAL CONTROL. SHOWN ON THIS. SHEET IS TO BE USED FOR �f• ' "�- »., � ,;' ALL LAYOUT AND RECORD DATA FOR THIS PROJECT. IF DISCREPANCIES ARE FOUND CONTACT THOMAS $k HUTTON ENGINEERING CO. BEFORE PROCEEDING. 1T -. ;fFt IS THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH SUPPLEMENTAL CONTROL f r _ ` F WITHIN THE PROJECT AS NEEDED.11 1 ' �'`�" 2- ELEVATION$ FOR THIS PROJECT Alai:# SHOWN ON THIS DRAWING ARE BASED ON THE NAVB 88 DATUM. �. if S- COORDINATES FOR THIS PROJECT AND SHOWN 4N THIS DRAWING ARE BASED ON .-` ,� 0 ,,�'�, `� � ;, THE .NORTH CAROL•INA STATE PLANE'COORDINATE SYSTEM, SINGLE ZONE. �` ��' �,. "`�, ,�` � �� ' �*, ` NAD83(2001)_ 4. COORDINATES SHOWN ON THIS DRAWING ARE GROUND COORDINATES_ 5_ THE AVERAGE COMBINED SCALE FACTOR USED FOR THIS PROJECT IS I-00001245. 6- LINE AND CURVE TABLES ARE SHOWN ON SHEET 09 r £ LEGEND ,< BENCHMARK {VERTICAL ONLY) i = HORIZONTAL CONTROL POINT ' COMBINED---14ORIZONTAL AND VERTICAL CONTROL Ix Id ' `••�� ` •tii 3 i }S � i ii � ' t� � i ii 4E (Ft/w V ARE0 INTERSTATE . f �La s i CONCRETE x��?E•,w�MONUMENT _� fj � � l An its E .3 13,134.2 PROJECT BOUNDARY �a IO4 Ito°°°- mom 'N __ __..-__.__-«-- _ .«»____.- __«_«_ _- "...»..«.«....n«,,,,.,n_»_^^»,,..»w,......,..._.. •;•............ ' fr ,,.,.. »�..... �""•.•«r�......— ---- --—.._.�..._«.�,_.....- -... � � S 0043t534 �� \ ... i.a rr. rarer-e•� :rw.ara sale+..-r i A _.+. " _..• �--� f 40P i ''IF%< '• ±i ID CHECK POINT N 201,854,22 { . ,! _ w•••..,,,J 1:1'<{�,:.r i ,r' Y "fir' r,�.+' fr fr f �irJ i # � i6'�' �•-sS \ ir VL • '•'� ;' ! `f !t r rv�'; ff '1!' s' �f; 141-7 ; � 1 `f Jj4 ' ``•'`:1 f,rRfJ>JET BOUNDARY ' S55°iJI7 PROJECT BOUNDARY11407 CORPORATE BRIE #, _ r f t PC 74-81.66 E 21342,205,35 f F y?«•..... ` •'�^•,�.,, �,,,,,...-•" r 3 ° '� 3/ 4- IP F ,,+< i t'r'r •f *,i f� r r .f l N 201.914»03 s """`... •,�,� ( i > i �' a ► i 3 2t 341 9.02�.0 •i=' ij r/ 1lt t`!e > £. f,l •�iT tt `�. fi�If � J .{ y ,�Y J pt ,• 't`.c.,,•„ ,r rjf Jet ,/) i a � �~'-_,`"^- ' �"`'»-»"� � ' ' s � • ~.'• 1 `l•• `,• !`. +��,f �J rf }�i ,k .J�`�� r �r //�,f �/F'.:#J s , � '^�.•„~ J< '"^'`' � # � �� T fi � \• � Ir x;/; `r rt f�t %Jf�rtF _ �.``r-.' a'^^_--_-..._._ __.�._...,._i ` '� •••.%V ,!`r" � tJIJ/f-= r'J f r: `el�,✓<r��r ' ,! ,r.` ° l� £ t{'r s „'. l• fir„ � ;. 3 ! £ r > r f i-...,,~, ;. ""-.�.. F > % t t �+.,� '^ �• �> + f a f' e r' 'T `It.J` , sf ��/'�1f i f�l 7� ..:yy '�_ '{"�... n_n"� �_ '`^..,,,1 { . �� i "4 � � ,..•.� "� �f I.l �� of f jI' Jt? �fifeF.'�f' {}rff/'��jj` ff J� ,�,��,...^-- a �'-�' ;, ,. t t , � ;. r f ` s ! / J/ 's�'i' f ' f 1.3" �1 t f s^ �'§.'t:- 'hT-,+S•A, �' . 1 I £ £ .'+.n•` f t�..,1 r t "`, � 111 J � J��,��y;' f � t � £.2-_=-`eK?7< •� ".E�, IPF I` 1PF1 r! t= ��`"-a,.�M^ ij •... ........ f/ �+ �- _!`f fie �`~n""`_„�"^�`` >� ''' �-»'y„'...., fi= ^~•'�'^«..,,_ �yf'j jt li � �.`• � �i ZONE AE, ZONE X�oop t+ .1 t '"�', J *' '' `"y>�n F f+ r• 1 # : yam„ ,�/ '.,»yam•' I ,�,�, r <! tr-_"""�.�. �F ��'-"^••.'.,.. All xSTA=0+00.00 N 20007.47 E 2.341.792-51 t +.Ali ��ff '" �r •,may` �`�`� , f f ( I i y Ji rf i SI i i J N. £ f E . 1 .l 1Ji y i. !f frl ff j i +.". Isf .�G J• 1 � i ` '•�"'.-.._~ "•"»^•",,,"'•.•...,",ten-+✓ ,' l -^r�J `< rs 'fir-»�" ,,,,��" � .,,�,« rFi ,• •3 F } i �...i` _ '� `.,.,.ter'' � / �� ^ » - � .,^"•"'•'-..+».r -t, ."! : / ter` _ �ti M1 ` •`1~ ^ .• r I < V �� "'ten.. ;•'' ..,,,,,�.��~".,,� `"�`». may, t• t'• j i 3' f 1 R` a 1 ^y x t 1 i, 1ti 'w""'•w ,`-"` `~-•-.-...__..,.,..;,t ,+'`�- n �,z,,,.. ''raw �; ` anti S 3 � �• a t i �''•' - 1 r � "'t i w„rrT �1 i /• 44 0 tE • i 5 ��,�,..,.....+r,._..-.w-"^ { ar•r•'� . � a J ,! ,ice' i 1 } 5� l , lk ai i � .j ° _ •Ya i .i i T � . Imo.- Sti � ; a A < � t •t I i I• 3 S S9 + 7• � 7 >; i'F 13f•y Via♦ �� f £ 4 ��Y- °� t,.w••" 3 a � � � tyt HOFNT `AL A" VM�::CT CO: IWOL TAX it4T t NORTIMG :EASTMCT H"AUON(DATUM) iDEMUMON 2 202,57 .65 21342,4 3.14 38.17 (ND 88 5/8" PX&W AND CAP 3 201,826.60 2,342,.384.5 41.76 (NAVD 88) 5/8" REB.R AND CAP 4 2011,112.42 2,342,814.E 36.74 AVD 88 5/8" REBA ANDCAP 5 2001,610.11 21,34373315.02 3.3.53 (NAVD 888) 5/8" REBA.A; D C" 10 1 .991,796.44 2,343,321, .38 37.91. OqAVD 88 5/8" REBAR AND C" k 11 1991,375.43 38.99 (NAVD 88) 5/8" RIEB.R AND CAP 104 2001,245.89 2,3431,526.99 CONCRETE MONUAMNT 105 200,301.64 2,343,583.37 CONCRETE MONUNMNT 110 202,732.00 2,342,659.57 3.8.8 (NAVD 88) CONCRETE MONUMENT .248 201,3' 3.56 2,342,226.42 3/4" IRON PIPE 1492 2 ,710. 4' 2,34 .,540.88 24.9E (NAVD 88) CONCRETE MONUMENT Olsen Park - Phase 1 ,4 k 0 ONO SE AL: SN °* Zz 2-'Lao LL z �-d5z ov UJ �.gA�'�a,�,aratKasxarr'k��' .f 'M, Mob ►x r ag Z 7( ' Co Av =/t sA, ftS,t ,RT t GLEE T: The City Of WAmin on Pa& , Recreation, & Downtown services Wflmington, NC 2 401 Tel: 341- 7855 Fax: J x„I 341—• Y 54 Project Did # 1208 Haden Szia ta le p anm, landscape architecture Shiite 24 Fm 910-791-9M I Suite 202 Fax: 843- 9-6756 Mom Plai 29464 .dwg*wc.com. SM Ardectsj, PC 14 MadoetBet IOC 3667 Vv1kWngWn, NC 2&M REVISIONS, W 11' 200" 4W NORTH SCALE: O' DATE: M P R O APPROVEDDRAWN BY: NJE ' FBI I I a purvey Control Plan SHEET: C9 R_ 0 VEGETATED BU TING EXIS Fov A I r,V1. G R 5-3k. 4 WOODLINE V, li, I y/1 L C 4 -E EXISTING STREAM 2 X 4" VERTICAL CURB PROPERTY BOUND ARY LAND WI WETLAND WI - EXISTIM J... t STRE _71 ......... . ..... . ........... .. ..... ..... ..... -A .. . ..... . .. ......... ........ .. ... . . .... .......... R, -ft". WWI .. ........ _,;: . . .......... "WI AT r r1b WETLA1,111, "_t 50' VEGETATED BUFFER ............ . ... ....... ....... .. ......... .......... . . .... . ..... .... .... ... . ......... WETLAND W .......... 18" VERTICAL CUR .... ...... ....... . .. ... ... .. ... ......... ......... ... STREET SIGN (MUTCD R4- 40 "KEEP RIGHTu) tUVAKUKAIL ;D ..... ...... X. A . ... ......... .. ........... . . ......... P lu W 4 EXISTING STREAM 3 ........ . ... 0"ZONING CONSERVATION OVERLAY NEWHANOVER COUNTY DISTRICT a 25'SUFFER (TYP.) P G. 2 488, EXISTING . ............ STREAM 2 K ...... % 18" VERTICAL CURB SPEED LIMIT SIGN (SEE DETAIL) UTCD M13 15 MPH") PROPERTY BOUNDARY elf WETLAND 'i A (,I st E N AN" 1/1 F EXISTING 2 IWOODLINE 1\1 F W 1- I'A NI V?AR C; t"'(J U N T E;r-,* S EE VV E R A H 0 0 R 0 0 B, 5;83 ekA.,, y -NER' A tP C'G RE F zeB T R �-A \ % lit AP/1 I 9 if Tmm t50' VEGETATED BUFFER P ........... PROJECT BOUNDARY t If / ',T f17 41 Awl frr P. PROPERTY BOUNDARY A Ifn, Gy 'OGRES NER S T R; P E /WETLAND W3 N 0 - 0 0 0 0 ...... )00 1030 PG� 0'16 D, 01 0 4-i , AN, f0/yp ------ WETLA k ND WI 1. 11 WIN, 0 0 lilt 001 7 iull 01, T 'I/ts tEXISTING WOODLINE t0? > EXISTING ip WOODLINE ----------------- P E CURVE TABLE CURVE LENGTH RADIUS, DELTA TANGENT CHORD CHORD Cl 356.77 175.00 116048"32u 284.51 N73017'14"W 298.12 C2 229.83 115.00 114*30'25" 178.81 N74026'17"W 193.45 C3 56.41B 225.00 14*23'02* 28-39 N24022'36"W AA 56.54 C4 54.47 189-50 16PP.8'07" 27.42 N25*25106"W 54.28 CS 20.45 22.00 5W[6'07" 11.05 N60*17'15"W 19.72 C6 13-30 22.00 34038'48* 6.86 N75"`45'I7aE 13.10 CS 36.71 14.00 150013'57" 52.68 N16*41'058W 27.06 C9 174.59 421.47 23*44'05" 88.57 N79*56'06"W 173.35 CIO 49.58 22-00 129*06159- 46.24 N4702215-E 39-73 C11 103,67 33.00 180000'00" INFINITE N31*34*06"W 66.00 C12 51.64 33.00 90,000-01-1 33.00 N13025'53"E 46.67 C13 51.84 33.00 89*59'59" 33-00 N76*34'07"W 46.67 C14 44.63 325.65 r52'O6" 22.35 N35030'09"W 44.60 cis 23.96 25.00 54*54'47" 12.99 N02025'35"W 23.05 C16 49.52 297.00 9033'14" 24.82 N34039'35'3W 49.47 C17 60.84 25.00 139026'04" 67-65 N70*50'46"E 46.90 C16 148.06 370-00 22055'37" 75.03 N12635'33"E 147.07 cis 50.65 20.00 14V37'27" 64.66 N48045'23"W 38.21 C20 14.57 25.00 33024'05" 7.50 N41043'51"E 14.37 C21 88.89 325.00 1504012" 44.72 N31*36'O6'0W 68.61 C22 194.30 300-00 370061W 100.69 N42*19 ' 15"W 190.92 C23 225,09 500,00 25047'37" 114.49 N47*58'41"W 223.20 C24 149.79 245.00 35001'50" 77.32 N52*35'47"W 147.47 C25 98.46 225-00 25*04'19" 50.03 N57*3433-W 97.67 C26 54.98 35.00 89*59'47" 35.00 N00*02'130"W 49.50 C27 65.33 176-00 21016'00" 33.04 N42*12'54"W 64,95 I C28 79.03 332-00 13*581V 39.70 N59040'05*W 78.85 C29 562.74 320.00 100045':520 386.53 N21*35'30"W 492.98 C30 562.74 320-00 100*45'32" 3IS6.53 N68*24'30"E 492.98 C31 562.74 320.00 100045'32" 386-53 NP-1034'16"W 492.98 C32 119-38 38.00 180000'00" INFINITE N23"24'30"E 76�00 C33 60.88 256.00 13*37'29" 30-56 N59039'39BW 60.73 C34 37,10 100.00 21P[5'24" 18.77 N42013'12RW 36.89 C35 37.10 100.00 21*15*24n 18,77 NZO*55'01"W 36.89 C36 60.88 256.00 IW37'29" 30.56 NO3`28'34"W 60.73 C37 119.38 38.00 180000'00" INFINITE N86032'42"W 76.00 C38 562.74 320.00 100'045'32" 386.53 N41`035'30"W 492.98 C39 238.59 125.00 109021'37" 176.41 N48023'59"E 205-98 C40 562.74 320.00 1 !00045#32" 386.53 1 N41055'30'mW 492.98 C41 1 79.03 332.00 13638,211, 39.70 1 NO3'028'08"W 78.85 C42 1 65.33 176.00 21*16'00n 33.04 1 N20055'19"W 64.95 LINE TABLE LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING Ll 171.57 N140152'58"W L42 20.24 NSVIO'16'3E L83 24.00 NP-6*52'43"E L2 117.63 N14052'58OW L43 59,57 N58*43'42"W L84 14.76 N41020'58"E L3 46.00 N14052'58"W L44 26.55 N42*59'048E L85 14.71 N05030'30ftE L4 54.50 N75'007'02'*E L45 44.77 NOO*21'35"E L86 155.35 N66035'30"W L5 65.32 N71*26'09"W L46 20.98 N34*57'33*W L87 13.07 N51045'50*E LS 65.01 N41*29,3rE L47 44.77 N6r29'45"W LOS 13.07 N04*56'51"W L7 52.55 N1405258"W L48 7.49 N04*42'13"W L69 15.31 N47019'01*E L8 5�85 N70'004'49"E L49 19.00 N58*25'54"E L90 15.31 NOO*30'02"W L9 37.13 N4W18"3O0E L50 38.00 N58*25'54"E L91 106.11 N66035'30"W LIO 32.43 N04*41'34"W 1_51 19.00 N58025'540E L92 72.20 NO3*27'18"E LII 49,20 N53027'37OW L52 40.08 N13*00'45"W L93 13.07 N58*11*35OW L12 49.20 N44*04'30"E L53 8.54 N67*21'38"E L94 15.31 N69032'34"E L13 39.40 N8r27*3!9"W L54 8.31 N36059'36"W L95 13.07 N65*05'49"E L14 53.95 Nirll'05"W L55 39.93 N63*15'32"W L96 15.31 N62038'03"W L15 49.57 NirlI'O5nW L56 39.95 NOO*07"19"E L97 189.26 NO3*27*18"E L16 18.50 N86*55'19"W L5T 4.15 N09'004'57"W L98 14.59 N48*32'42"W L17 142.53 N56*25'54"E L58 5,00 N83*39'42"E L99 14.61 N55*23'16NE LIS 72.61 N31034'06'"W L59 40.08 N50*07'28*W LIOO 26.67 N80*04'21"W L19 46,16 N84*51'02"W L60 7&05 N23*24'30"E LIOI 24.00 N83*04*29"W L20 46,16 N21042'49'OE L61 67.55 N66*35'30"W L102 14.76 N6803,6140W L21 33.00 N51*34'06"W L62 263.47 N66035'30RW L103 36.47 N84028'56*E L22 46.16 N21042'51"E L63 24.85 N21*35*30"W L104 14.27 N82019'002E L23 46.16 N84*5I'O2"W L64 351.02 N23'*24'30"E L105 101.91 N45003'510W L24 77.00 N31034*06*W L65 75.00 N66*35'30"W L106 77.56 N04*07'11"E L25 28.00 N50033'48"E L66 331.02 N23'024'30"E L107 24.80 N48024'30"E L26 56.96 N39026'12"W L67 2 4, 8 %5 N68024'30"E LIOS 126.72 N05024'308E L27 45.70 N39026'12"W L68 331.02 N66*35'30"W LIOS 126.68 N86*35'30"W L26 101.19 N58*25'54"E L69 74.68 N23*24'12"E LIIO 62.50 N86035'30"W L29 23.61 N25'*01*48"E L70 331.02 N66034'16*W Lill 145.28 N03024'30'*E L30 61.51 N23P46'000W L71 24,85 N21*3416"W 1_112 185.74 NO3*24*30"E L31 257.20 N60052'29*W L72 351.02 N23*25'44"E L113 24.85 N41035'30"W L32 117.99 N35*04'52*W L73 70.53 N66*35'30"W L114 331.02 N86035'30"W L33 45.76 N70*0642"W L74 12.33 N0201327"E LII5 24.85 N41'035'30"W L54 83.07 N45002'24"W L75 16.10 N53*01'04"E L116 331.02 NO3P24*30"E L35 1.00 N44*5723"E L76 13.07 N51045'58"E L117 331-02 N86*35"3OuW L36 54.88 N46*36'42"W L77 15.31 N00"'5040"W LIIS 155.35 NO3*27'18NE L37 54.88 Nle3l"32"W L78 191.01 N66*35'30OW L119 13.07 N58*11'22"W L38 24.24 N58*25'54"E L 14.59 N61*24'30"E L120 13.07 N65005'57*E L39 180.41 N58*25'54"E L80 38.47 N32*22'51"E L121 15.31 N62*38'11"W L40 29.00 N5W25'54"E L81 14.59 N14035'31"W LI22 15.31 N69*52'46"E 59.57 N04024'32"W I L82 26.67 N29'050'05"E 1 123 106.19 1 NO3*27'18"E �qsskyirqln 01, It -I" �� Ilk V. 0 if . 4 DO § It -0 A 0: - _4-i 4--n, /f y? Iiziff 0 J < `4 L fi tc-) J?3 /Lij I f // 410111 U /,x 34 Y j1 EXISTING (D! STREAM 3 t -4 Tlel G1, D Z PROPERTY BOUNDARY 40o yl OvI ? 4 i 11"i 11" F E, N C it TF�� 100, W ::.)f I'm N1E_'V`If IIANOVEEE; ;-0!1M'T'f' 4 ,e � 1/11, /, 1 .7 I y 0� BOA REI 4_�, T C"i 1 10, 0 2 0 C �4- 0 0 D D 8. 1 0 i E) _10000 001, .001, z ell egrend r % q1twIt WE I L-04114W OLL J OM%& NOTE: 1. ALL STREET SIGNS ARE TO BE NCDOT COMPLIANT. 2- SEE SURVEY CONTROL PLAN (C9) FOR TIE LINES TO CONTROL POINTS. CONSERVATION OVERLAY RESOURCE PRESERVATION DISTRICT (COD) AREA FOR MITIGATION ............ Olsen Park Phase I VICINITY MAP: ..... .... . ........... _61 Ail- iP'. A11 D" !RZ-V v j zjj SEAL: z 4 A 61 �47b %�/ * - z , Q V_ U : (f) 10 % pf z4r: CL Go 0 Lj 0 W z tit. OF All, 0 Z z '40 % " 4,*. La WE Af , %N x 1010 4 l4lio kN- & W WE =0 En __-P_3_4Aj W 4PI A=="q"W CLIENT: The City Of Wilmington Parks, Recreation, & Downtown services 302 Willard Street Wilmington, NC 28401 Tel: 910-341-7855 Fax: 910-341-7854 ect Bid # PB-TH- 1. 208 CONSULTANTS: HadenStanziale planmng landscape architecture 3807 Wrightsville Ave., Tel: 910-791-8383 Suite 24 Fax: 910-791-9928 Wihnington, NC 28403 www.hadenstanziale.com .... ............. 1009 Anna Knapp BIV&, Tel: 91"49-1141 Suite 202 Fax: 843-849-6756 Mount Pleasant, SC 29464 www.dwgincx= ................ L BMS Architects, PC 514 Market Street PO Box 3667 WilmingtDn, NC 28406 Tel: (910) 762-2621 Fax: (910) 762-8506 WRI REVISIONS: 1. Per NCDENR Comments 0' 25' 50' 100' NORTH SCALE: I = 5-0, DATE: NOVEMBER 25,2008 PROJECT NUMBER: 20050 DRAWN BY: NJE APPROVED BY: JDR TITLE: Civil Staking & Signage Plan SHEET: CIO