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SW8140415_APPROVED PLANS_20140717
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW81�Oy\5 DOC TYPE ❑ CURRENT PERMIT © APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 201-4 0-► l'1 YYYYMMDD LAKE RD SITE REVISIONS 7 00 m m v a N c CN 3 V CN N 0 m >. C 0 0 k6 N 0 M M 0 N m 0 HPLEL INVESTMENTS, LLC BK 5114, PG 1847 TRACT 2 MAP BOOK 37, PAGE 85 RIP RAP LINED WEIR +`' VACANT AND EMERGENCY SPILLWAY 15"FES INV 12.0 * , 5' WEIR ELEV. 14.0 + oa ma + 30' EMERGENCY W/1O'x11.25'x18" E.D.°, SPILLWAY ELEV. 14.65 / \o 1�_ / PROPOSED CONC. / RIMCI N18.50 EXTRUDED CURB INV 14.50 LIF+ N28'17'25„W 325.00 yeti F o0 0 0 e u qi- OBSERVATION WELL °0°0�0 0g0ggo0°° ° 0-.0g° 2" 3j A1� 0 0 0 0 0°°°°°° °°°°° ° o 0 9,7 I (SEE DETAIL) °°°°°°°°°°°°°°°°°°°°��0°0°°°°°°°°°° °° ds °°°° 9 „ 0 0 0 0 000 000000000000°00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 � ° o °o°o°°°°o°°°o°°°°°°°°°°°°°° °° r - 0°0g0°o°o°o°o°0°0°000°0°0°0 0°0 I 14" p o°o°o°o 0 0 0°0 0°00 0° o 0 0000000000000000 ° ° °g ° �p.�5• O°°•"b°°°°°°°° °o°O O°O°O°O°O° O O°O°O°O°O°O°o°°°O° N 7 °0°0°000°0°000°00 000000°o°o°o°oo o°oOo°o°o°0000 °°oo "ti I�. 171 I + o0o0 0 00 00 0 0 0 0 000 000000 °°°°° ° ° ° ° °°°�° I- J ALIGNMENT PIT PROPOSED a °0°0°�0@°°00�0�0�0 °° °y° ° °° °a°°s�°a0000000 o da o 0 0 obo o d"o 0 0 0 0 0 0 0 1 $oge°$g°°ggg° °° ° �°° °°°°°°°° PROPOSEb 1-- SEE OWNER FOR INFILTRATION BASIN °�0000°0° ooa 0°g°0°°°°gg00000°°000000 + °°°°°°° °°°°°° SPECIFICATIONS BOT ELEV: 7 o$g°°°° 60°0°0°°°°°°°°°°0° °°°°°°°° °°°°°°°°°°°°°°° °°°°°°°°°°°° 1 O, �X 1 QE) G � � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0000000 000000000 0 TOB VARIES: 15.15-18 ° °°°0 ° $p°o°°°0°0 °°°°°°°0° 5 0 0 0 0 0 00 0 0PW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-.-0-0'-0'-'0-0 0° o 0 0 0 0 0 , °o ��°°0a%°°°°°°°°°°��$ $�g��gP° °°°° / FEE: 20. h' °°°° °°°°°°° °° ° �,,°o°°°° o ° o ° ° ° ° ,,pp 1 0 0 ° o o° o°o°o o°o°o' o°o°o°o°0°0°0° °0°oglE1L°Oo�. °o »°o4o°tsOo�Oo°oO 000 0 °o o�o0000000°000000000 0 o�p�9b�q�op,pop000 000000000000 o 0 0 0 0 0 0 00 000 0 000 0 6+4i�bIDb'+�d' o 0 0 0 0 0 1 .VL4 °°000�ID0°00).0 . 0 °° o °"■■ggam�°�q �p�.(.,��gQ°°°°°°°° Z7z@r / °gag° ° 0 0 0 0°g0g°° a°g°g°gogog° oo° °� dGa 0"b��' O°0 14 SOUTH ATLANTIC SERVICES, INC. o o go o °g o °°°°° BK 1048, PG 591 L °°°°°° g°°o°o°o°°°°°°° °°° °° '. / 1 � +` o°o°o°op o°o°o°o ° o c�Dgogogogogogogogogogogog ogogo ° °°° ° ° ° ° ° o ° ° ° ° ° og0 00000 ggoogogag° ogog0o0g°gogoggg000g 8 gag oggggggagag° gggggg - - - -- l �' EXIST. LIGHT POLE °° o,,og°�° ° °°°° ° °g�g000a °° �g og° 0 % TO BE RELOCATED EXIST. DEBRIS PILE °° ° °°°°°° ° g°°°%° ° ogoo �`0�0°°g o----aaw- - - AS SHOWN TO BE REMOVED °°ab- 0 0 000voao°o°o o°o ° ° ° ° ° ° ° ° ° ° ° ° o 0 o-- 9� _ a ° ° ° ° ° ° ° ° ° ° ° ° ° o ° ° o o ° 000 o°o o°m00000 °Q° °/' '9J -4 °'^p _p _o _o _o _o neoo°on°oo°o \ o ° ° °gggo .gg000 ouo 4 ` EXIST. OVERHEAD POWER - - a 4 \ �+ / go�ogogogogoog6g°y�' %�o" 4 o TO BE Rif-OCATED �5ti + 6 oh '8 f I 11 o0g°°g0g0gag0 G o a� HOWN 4 +` +�. o �� -y - ti 4 %gogog°go a Zoe ry EXhST. CONCRETE PADS 4 I gogog%°° 9XIST. EXIST. GONG. TO BE RENJOVED \ 0�°°°0° J GRAVEL q 4 HPLEL INVESTMENTS, LLC - - - 6°g°9� + EXIST. LIGHT POLE suRFACE 4 x^ ;� 1 G oa \ ^�^ BK STRACT 21847 0ggg0 v TO BE RELOCATED ° oo s 9' S 4 \ z +` MAP BOOK 37, PAGE 85 °° �0 4 AS Sf t(�WN + 4 v +o °. tih ° 01 , 4 I I g°%✓70ry� ' +`�^Fk x�G`5$ 4 4 o (IST. CONC. 4 +,9 G o, o I °3ti � - - �zo�4 4 y 9 I// 4 L 4 ti 4 ryp` og ^a^� 4 +. EXIST. 4 - Q ^� / / 1• S - -��. �a +�' 4 �e GRAVEL a" I SURFACE 9 4 EXIST. FENCE / I �r/7l/®/77/ 7T/TT7 -- 4 4 4 4 TO BE RELOCATED "�i�_ / 4 AS SHOWN. v , v 3b Ob /� I ADD ADDITIONAL ELEV N= 22.63 / 9'64 `a5 /g �� FENCE AS NECESSARY I �I .fig �y2C I _ V 22.41 II+ 4 +`0 a \ 44 z o TO LIMITS SHOWN. 13 �� N / REGRADE THIS AREAA\ 0 4 I w EXIST. 1 STORY MASONRY BUILDING FOR POSITIVES AREA N e 'L,ti, / MTH FRONT OFFICE / �a \. 4 + - 4 + ^0. e. ry v + + v v\ I `�f /3625 \ 9 00p 4 +,�06 I I I \gym LOADING / 4 x 4 SOUTH ATLANTIC SERVICES, INC. o� I ! ° - /L�/�l/ - _ DOCKti EXISTfNG WELL BK 1142, PG 1237 q I I ry o 4 4 y -_� ' 2?0 Q 8.64 fy / e II�1 IF- I(Y / 2ss�� glSi.4 `Jbb oo / ye GRAVEL �. c� I 4 SURFACE - 0 + +`� 4 4r (275SF ,�� �c�F%e a III�,a °oe ��. \�, ` FIN. FL / ELEV 22.70 16./ g NOTE: +ryo°e�� + 8 NO STORMWATER + Vlli 4 4 4. A x - ti, / x LEAVES SITE 4 - 21.08 + / I GATE I I G TE z4 II WHEEL STOP \I �39� N \ $ \ I I \ I �� tr - - 0' (TYP.) 20.55 I\ / -F'L�p6 `Sr \ WHEEL STOPP,. 0.- \ /� I x \\ \ \ s I \ xz,.o6 (TYP) PROPOSED ASPHALT PAVEMENT NOTE J is \ \\ 99ti \\ 4 1PIS APPROX. LOCATION ,195 TO ACCOMMODATE PARKING NOS ORMWATER e \ �+ws'120. 3 -EXIST.-SEPTIC AREA _ _ 21- J ; f o, �. - _ EXISTING GRAVEL LEAV S SITE �f ' I TO BE REMOVED V . Y o�. - _ aHw- _ } ip z70 SITE -�_ ° x /TRIANGLE - Xts�- - -� RESURFACE W/2" OVERLAY w 2580 SF + V rttio° II ELEVATED 10�O�SITE a SF9.5A ASPHALT TO LIMITS BENCHMARK: NC GEODETIC MONUMENTH-222 a99'/ + tiYc 24'4 I I�-� 11 SIGN (�QDSE 5 2. a� `>> ,$�'s SHOWN AND RESTRIPE STRIPE TRIANGLE - 3� - - - / STEEL ROD ELEV. = 17J1 (NAVD'88) + - - -564b - -+ PARKING SPACES - - - -mow- 5 ,aa7 ,-j-,- f-� -- 12.5 ti 6 F 1� -'I 5 _ 5 �- r7 `� �� H / ,s"� �-®� mow® -' TSF,�,. T� `�28.17 5'E - $ 1 oy /' _ _ ]B4_43�_ - - _9� 528�7.2.5 E-16- [}-16--�VFES=1.5 .,e /, -----_---- �. - -s� - li 1 / a s n`'- -15- \b� - 6 -- - -16-- -- -A 1S7 24"R 5a�` _- - .s` - ES - V FE / �lb 6�7. �WVFES=f4.41 - - �e INV FES f, 1 Y3.64�+� *` WIDEN EXISTING DRIVSWAY _ _t --� x,7.a, EXIST. INV. 14.70 a ��. _ b 1 CONCRETE - -; AS SHOWN 4 6/ e FLUME _ _ _ _ _ _ _ _ a� //.//T - 17 o LANL 51MItt EXTEND EXIST. 24"RCP U.S. HIGHWAY #421 (150' PUBUC RIw) SITE t BA • IIIIIIIII1 IIIIIIII, G� SUTTON SUM PLANT RD A LOCATION MAP NOT TO SCALE Designer's Plan Certification: "I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and Storm Water Design Manual." Signature: Printed Name and Title: Phillip G. Tripp. P.E. Date: Registration Number: 17374 SEAL Property Owner Certification "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon receipt of "Authorization -To -Construct" any clearing, grading, construction or development, will be performed in accordance with this plan and that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Government and its agencies which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the construction and operation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without the written authorization of New Hanover County." Signature: Printed Name and Title: Date: SITE DATA: OWNER: BCC OF EDENTON, LLC ADDRESS: 1415 N. BROAD STREET EDENTON, NC 27932 SITE ADDRESS: 3625 US HWY 421 NORTH NHCo. PARCEL No. R03200-001-030-000 TOTAL AREA 3.10± ACRES DISTURBED AREA 2.30 ACRES ZONING 1-2 INDUSTRIAL DISTRICT USE INDUSTRIAL EXISTING BUILDING/CONTAINER/SHELTER AREA 15,350 SF EXISTING ASPHALT AREA 5,910 SF EXISTING GRAVEL/CONCRETE AREA 38,990 SF TOTAL EXISTING IMPERVIOUS AREA 60,250 SF EXISTING BUILDING AREA TO REMAIN 15,350 SF PROPOSED BUILDING AREA 10,000 SF EXISTING ASPHALT AREA TO REMAIN 5,910 SF PROPOSED ASPHALT AREA 1,610 SF EXISTING GRAVEL/CONCRETE AREA TO REMAIN 38,520 SF PROPOSED GRAVEL AREA 15,580 SF TOTAL PROPOSED/EXSTING IMPERVIOUS 86,970 SF NET INCREASE OF IMPERVIOUS 26,720 SF PARKING REQUIRED 1.5 PER 2 EMPLOYEES GREATEST SHIFT 10 EMPLOYEES=1.5x5 8 SPACES 1 PER EACH MANAGER 1 MANAGERS=1x1 1 SPACE 1 VISITOR PER EACH 10 MANAGER 1 MANAGER=1 VISITOR 1 SPACE 1 PER EACH VEHICLE 6 VEHICLES=1x6 6 SPACES TOTAL PARKING REQUIRED 16 SPACES TOTAL PARKING PROPOSED 16 SPACES STREETYARD REQUIRED (325 FT - 48 FT) X 25 6925 SF STREETYARD PROVIDED 7120 SF PARKING LOT INTERIOR LANDSCAPING REQUIRED PARKING AREA=5916 SF X 8% 473 SF PARKING LOT INTERIOR LANDSCAPING PROVIDED 935 SF APPROVED NORTH CARO(INA ENVIRONMENTAL MANAGEMENT COMMISSION SsP 7-/7-11 LEGEND nc/OLA-SLtl 0-) EXIST. UTILITY POLE W/ GUY WIRE APPROX. EXIST. WOODS LINE I OHw - EXIST OVERHEAD WIRES N23'20'38"W - - - 869.82" "MAG" NAIL AT APPARENT CENTERLINE INTERSECTION J U.S. HWY #421 / S.R. 12145 SUTTON LAKE ROAD DAYS r° I 1tl Lai JUN 2 5 2% o C- EXIST. CHAIN LINK FENCE © EXIST. UNDERGROUND CABLE WARNING_ EXIST. PINE TREE cell EXIST. OAK TREE EXIST. UNIDENTIFIED TREE EXIST. TREE TO BE REMOVED - - PROPERTY LINE e - - RIGHT-OF-WAY x18.87 EXISTING SPOT ELEVATION O PROPOSED SPOT ELEVATION f- ►- STORMWATER RUNOFF DIRECTION o°o°o°o�o�o°o PROPOSED GRAVEL AREA PROPOSED ASPHALT AREA ® PROPOSED ASPHALT OVERLAY AREA EXISTING GRAVEL TO BE REMOVED ® INLET PROTECTION�?'�' (175) LANDSCAPING w/AR X TSF TEMPORARY SILT FEN y_ LIMITS OF DISTURBANCE O d4 T V cc) z W O W+' U Z O O , O 'y to Lou Z�z O 1 a c=� w Ora ✓~ZU O O O W Zo ^ d% �aZ Q �z E-�,--I�aw@ , i 1 L111/,2 / S E A L = 17374 \ <�j� •F,�GINE�y'��� CREG6' 1jlniin,u� DATE 06-24-14 DESIGN PGT 'DRAWN EJW C I SHEET 1 OF 2 13026 At, TREE NCDOT III OR iE WASHED STONE 3' MIN. STAKE HEIGHT ABOVE GRADE » -h-ti 1 � I NOTE: TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. METHOD OF TREE PROTECTION DURING CONSTRUCTION NOT TO SCALE OBSERVATION WELL DETAIL NTS M MvIMMU 0 - 3/8" CONTINUOUS STEEL AIRCRAFT CABLE EXTRUDED CURB DETAIL NTS 8" ABC STONE (NCDOT) HARDWARE CLOTH OPENINGS) MAINTENANCE MESH MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT /5 OR /57 STOVE ON A 2:1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (I INCH SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS SMOOTH TO AN EVEN GRADE OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. HARDWARE CLOTH AND GRAVEL INLET PROTECTION HTS TOP VARIES TEE SHEET C1 NOTE: 4" OF CLEAN SAND TO BE PLACED IN BOTTOM OF INFILTRATION BASIN AT ELEVATION 10.67 INFILTRATION BASIN DETAIL NTS NOTE: PAVEMENT SECTION MAY VARY �T�i TILT inn DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. i'-6" x V-O" x .080 STD. ALUM. HANDICAPPED PARKING SIGN GRAVEL SECTION RESERVED READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL. WITH BOLT TO WD. POST W/ 3/8" CANDIUM o PARKING PLATED NUTS, BOLTS & WASHERS. NTS 9" x 1'-O" x .080 STD ALUM. SIGN TO READ VAN ACCESSIBLE". o (NCDOT) 2" TYPE SF 9.5A NCDOT BOLT TO WD. POST WITH 3/8" CANDIU o PLATED NUTS, BOLTS & WASHERS o 8" ABC STONE (NCDOT) 9" x 1'-0" x .080 STD ALUM. SIGN o TO READ "MAXIMUM PENALTY $250, HAND GS D. POST T LDLQ WITH 3/8" CANDIUM PLATED _ LEGEND BORDER -GREEN NUTSo BOLTS & WASHERS WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. PAVEMENT SECTION NTS 1-1/2"R( C 2) 1-1/2•11(NP) MAXIMUM VAN 11 I- III /8"(TYP> ACCESSI 3/8'(TYP) -III-III IIIIIIIIIIIIIII LBACKGROUND - WHITE BACKGROUND - WHITE EGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III -III =III -I I TYPICAL HANDICAPPED SIGN_ NTS (STORAGE LIMITS) 15 SECTION DROP INLET DETAIL NTS NK 15.15 3 5' 30' TOP OF 1BOTTOM OF! I2„ BOTTOM OF WEIR 14. i STEEL POST WIRE FABRIC GA. o m FILTER FABRIC WIRESI M � w J \- ANCHOR FABRIC SKIRT of AS DIRECTED BY ENGINEER 17 NOTES: 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 36" IN WIDTH. FABRIC SHALL BE FASTENED ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ENGINEER. 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. TEMPORARY SILT FENCE 0 C( CASTING NOTE: USE DEWEY BROS. CH-BN 3A FOR CATCH BASINS AND CH-BN-47 FOR YARD INLETS PLAN CONC. COLLAR 1� Ac x <O = ul 2' 0" BRICK MASONRY w FLOW j i0 3000 PSI CONC. oQ T PAVEMENT RIP RAP LINED COMPACTED SUBGRADE SUBGRADE TOP OF BANK BOTTOM OF SPILLWAY BOTTOM OF WEIR 3 �1 WEIR AND EMERGENCY SPILLWAY DETAIL NTS 1 " =30 I ■�i�.SEE PLAN SEE PLAN • i• • .RO W ENERGY • NTS SITE AREA STABILIZATION STABILIZATION DESCRIPTION TIMEFRAME 71MEFRAME EXCEPTIONS PERIMETER DIKES, 7 DAYS NONE SWALES, DITCHES AND SLOPES HIGH QUALITY 7 DAYS NONE WATER (HQW) ZONES SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR THAN 3:1 LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES FLATTER GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS 14 DAYS NONE (EXCEPT FOR WITH SLOPES PERIMETERS AND FLATTER THAN 4:1 HOW ZONES) NPDES GROUND STABILIZATION CRITERIA NTS LATE WINTER do EARLY SPRING TEMPORARY GRASSING DETAIL SEEDING MIXTURE SPEUES RATE Ala/ears) Rye (grain) 120 Annual lespedeza (Kobe in 14.65 Piedmont and Coastal Plain, Korean in Mountains) 50 Omit annual lespedezo When duration of temporary cover is not to extend beyond! Juror. SEEDING DATES: Mountains - Above 2500 M Feb. IS -Noy 15 Below 25M It: Feb. I -May 1 Piedmont - Jon. 1-May 1 Coastal Plain - Dec. 1-Apr. 15 SOIL AMENDMENTS FoEae recommendations of soil tests or appN 2.000 Its/acre around ogricW- turd limestone and 750 Ib/ocre 10-10-10 Hilber. MULCH APPLY 4,000 LB ACRE SRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING, OR A MULCH HOPoNG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL MAINTENANCE Referblos N growth is not fully adequate Revved, referBLize and mulch im- mediately following erosion or other damage. TEMPORARY SUMMER GRASSING DETAIL SEEDING MIXTURE SPECIES RATE (Ib/acre) GERMAN MILLET 40 N THE PIEDMONT AND M&14TANS. A SMALL-SrBbiw SUNDNM.RLSS MAY BE SUBSTITUTED AT A RATE OF 30 l8/ACRE SEEDING NOTES MOUNTAINS - MAY 15-AUG. 15 PIEDMONT - MY 1-AUG. 15 COASTAL PINT - APR. 15-AM 15 SOIL AMENDMENTS FOLLOW RMOMMU MIGNS OF SOL TESTS OR APPLY 2,OCO US/ACRE GROUND AGRICUL- TURAL UMB70IE AND 750 LB/ACRE 10-10-10 FEIDIIIZFR MULCH APPLY 4,aao LB/ACRE STRAW. ANCFKIR STRAW BY TACKING WITH ASPHALT, tETTNG, OR A MULCH NN:IOflNG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MACH ANCHORING TOOL SITE WORK NOTES REVISIONS 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. pate Description By 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL. 11. EXISTING SURVEYING PERFORMED BY CHRIS GLOVER AND SUPPLIED BY THE OWNER. 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER I7 AT FINAL GRADE. 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. O 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING. 20, DUCTILE IRON SHALL BE CLASS 50. 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE I�/I STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. •r�C�1• 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. 23. SEE GEOTECHNICAL REPORT NO- ---------- DATED -------- BY FOR ADDITIONAL REQUIREMENTS. ______ CONSTRUCTION SEQUENCE 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR r , Z EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). w a 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION, n% 00 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING w BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING al CONSTRUCTION. r 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. �I SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE M ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE W E CLEANED OUT AS STATED OR WHEN HALF FULL. E-I 14 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER r�I� FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. F 4 z 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM A ENTERING STORM DRAIN PIPING. zz 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. OF CF O 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. E'I 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. U 0 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS z PLAN PROVE TO BE LESS EFFECTIVE. � 1--4 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. O i �N ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. E4 aF MAINTENANCE PLAN A 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING , THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS, W T--I 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK O AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION I'll WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL ^ 00 BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. C\2 DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. P-well S•"•r 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE O TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF W IL-4 ACTIVITY ASSOCIATED WITH A SWALE. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST O O z BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH O O co FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD CO BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC ,L4 Lo Ln ci STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE O 1 1 a DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED Z 'z CYD co - OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. COO z W �• w 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS �.y _ F-I (� I Z BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN O O O w THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME CD a INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN ^^ ,� DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE W U Q) INSPECTED WEEKLY AND WILL BE KEPT CLEAN. r, 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS N �-I O o BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT FLI ~ �i u POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR .--I E-4 4 A"' �_q REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. 8. 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. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND , INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. SPRING -SUMMER PERMANENT GRASSING DETAIL MAINTENANCE SEEDING MIXTURE 6ESSI ' REFfl01l1ZE R GROWTH B NOT FULLY ADEQUATE RESEED, REFERRUZE ADO MULCH N- SPECIES RATE (Its/sera) QQ' MEDATELY FOLLOWING EROSION OR OTHER DAMAGE FALL -WINTER _ "i'`•. / SF LFSPEDEZ,A 30 _ SEAL - PERMANENT GRASSING DETAIL 7- _ PLAN vlEw TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE `�" "U 10 = n374 TALL AN MIL 50 •• SEEDING MIXTURE iec= RATE AID/acre) SEEDING NOTES TALL FESCUE BLEND OF TWO OR 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERCEA. SPECIES 1/2" 6'-11" ..... 1 2" ) RATE 1 O/aazel THREE IMPROVEDVARIETIES) 2W 2. USE COMMON BERUDAgNSS WILY & ISOLATED SITES WHERE IT CANNOT BE 14 ATE (SPAN) 25 COME A PEST. BLla1WALWUS5 WY BE REDUCED WITH 5 b/ern CE 00 /-7/8"0 HOLES SEEDING NOTES SING DATES SEEDING DATES MOUNTAINS - AUG. 15-DEC. IS AUGUST - DECEMBER ARIL 1 - JULY 15 el COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS , FRONT VIEW SOIL AMENDMENTS SOIL AMENDMENTS APPLY tWE AND FERTILIZER ACCORDING TO SOIL TESTS, OR N SAI SOILS) AN ro/ear. GRa1M1 AIa6<NAL UYFSRNE (USE THE LOWER RATE ON SNAI SOILS) AND APPLY LIME AND FERTILIZER ACCORDING TO SOL TEM OR APPLY 3,000 1.DOp b/aaa 10-10-10 ffRll Z FOLLOW SOIL TESTS OR APPLY 2,0& lB/A(%tE GROUND AGRICULTURAL GROUND AGRICULTURE LIMESTONE AND 500 b/xn 10-10-10 FERTILIZER. g 1 2" "I 2" REINFORCI 4 :RED LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. MULCH �- z - O CON44000 CR :�I MULCH ARY 4.0& b acro GRAN STRAW DR EQUIVALENT CEDER OF ANOTHER SUITABLE SIDEWALK CURB N v A. 28 DAYSANCNoR By TACKING MXCK S1RUY FW TACKING WITH ASPHALT, ROANG, OR NETTING OR BY CRAP-. I OR AAPPLY MULCH 4,000 AN/CIAIgPoNG TOOT.. AA DSK WIMWBLADES SET NEARLY STRAIGHT CAN MALCHODO Ibloon, GRALN SIMWOR, N Da1x1oF'N4»xEn'IM BE USED AS A MULCH ANCHOMNG.T001- WIDTH x LENGTH x HEIGHT NG WITH A W1LCH ANCHORING 7&L A DISK WITH BLIDES SET NEARLY vd+ 1 END VIEW 9" X 7'-D" x 4" USED AS A MULCH ANCHORING TOOL WIDI A � TTM�G� A �DISET �YD I Eft c BE PARKING AREAD'W A MULCH T001' DATE MhTED MAINTENANCE MAINTENANCE NOTE: WHEEL STOP NOT TO EXCEED 4" IN HEIGHT. Repair tine refertilize damoase areas immediately. Topdross with 50Mlb)//mr, FERTI.M ACCORDING TO SDE TESTS OR APPLY 4o b xn NfIROGEN M JANIARr MAINTENANCE L WHEEL STOP DETAIL June IS. iwarewd with 50 n March. IT itblb/xn pKoobe (Pied anry to extend and temporary to Pan)w`d OR SIM AR TURF FERII VER. IN SEPTEMBER �°FERTILIZER AP�PIM�MNS WPP CS JUN 2 5 201� APPEARANCE or Korean (Mountains) leepedezo in late February or early March. WARM WEATHER, AS TIES INCREASES STAND LOSSES TO DISEASE RESEED, FERrEIIE REQUIRES, MOWEDm'OAPRIL WITH NLY ONCE r ID a�NTNITROFE A �T REIIFAT AS GGRSOw N NTS AND MACH DNMCFD AREAS IMMEDIATELY. MOW TO A HEIGHT OF Z5-3.5 INCHES DESIRED. OMIT SERCEA NO MOW AS OFTEN AS NEEDED. AS NEEDED. � �''��,,�cREGG`�y��`�• DATE 06-24-14 DESIGN PGT DRAWN MLV C 2 SHEET 2 OF 2 13026 I LAKE RD SITE REVISIONS El Da{e I Description By RIP RAP LINED WEIR AND EMERGENCY SPILLWAY 5' WEIR ELEV. 14.0 30' EMERGENCY SPILLWAY ELEV. 14.65 OBSERVATION WELL (SEE DETAIL) PROPOSED INFILTRATION BASIN - BOT ELEV: 7 TOB VARIES: 15.15-18 SOUTH ATLANTIC SERVICES, INC. BK 1048, PG 591 EXIST. DEBRIS PILE TO BE REMOVED SOUTH ATLANTIC SERVICES, INC. BK 1142, PG 1237 HPLEL INVESTMENTS, LLC rvt BK 5114, PG 1847 `g m TRACT 2 y MAP BOOK 37, PAGE 85 a *gam A VACANT +hie BUTTON STEAM PLANT RO ry1 A + 15"FES INV 12.0 +,"\ W/10 x11.25'x18" E.D.9 / Cl No. 1 / PROPOSED CONC. LOCATION MAP 18.50 EXTRUDED CURB NOT To SCALE N� o V 14.50 N28'17'25"W " `°dry on - °-°-°-°-°-°-°-°-o-°-°-°�-°- -o- 00000000000000o fno D000DOD0000 000 O cL 72" I F o 0 0 0 0 0 0 0 0 �e o 0 0 0 0 o ° °00o°o°o°o° I I f +� 14' 0 0 0 0 0 0 0 0 0°0 0 0°0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °°°°°°° �° 000 °°°°°° °°68 00000°0°0°0°0 0° 5" o°o"D o°o°o°o o°o° °o°o°o°o°o o°o°o°o°o°o°o°o°o / o0000000°00. 0 0°0 000 00000 0 0000000000000 000 o,`% I 7 ° o°° o 0 0° o 0 0°0 0 0 o°o°o°o°dao° o°o 0 00 0000000000 00 0000Doo o +,`� o V ° ° ° ° o o ° ° ° ° ° 0 0 o wo. 0 0�0 o do o io 0 oy'b"o 0 0 0 0 / k $o ogoDoDoDo %%°%aa� %�%�%°°°°°%°%�%°%°%°% %�o�&%OSgog +q PROP0 / ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° o ° ° o ° ° ° o ° ° o° °o°°°°� 0°°° °°°°°°° °°°°°° 1 'x1 ®� G °°°°°° °°°°°°°°° ° °°°°°°°°°°00 °°°°° FI °°°°°°°°° °°°°°°°°°o°o°° °°° o°° °°°°°°°0000O°oo o 0 0 0 0 0 0 0 0 0 0 0 p o 0 0 0 0 0 0 0 0 y Dove Mo0;°o0%00' DODODODODODo�°00°o�qq°��Qy�yq� o °yyaQ�o$°oay°ooD°o� / FFE: 20. / o ° ° ° o o $'45"tl4d`b ° 0 0 ° ° ° ° o° °o°�°o °o°o°o°qq�°�o°o°o°o°o°o°o o°o o,JLpgo o'b°o° d'o$°os - - /\ 0000°� 0000°° 00°000b°000°o°o°o°oo°ooOO°O° �q�gb�Q°po�,pOP°�00°�0°0°0°0°0°0 1 X/ 2" o °Oo °o°o°o°o°o°° o oo o6+�dob�b�d�o° 0 0 00000000 °°°° o °°O°°°O000 ,00 j.�{QjJ,]� °��Qj�.°, QJ ��(1Q�°°O°O°O° 14' DOD°00�00°D°D°o�0°°°O°ODO° O Oho °"D-O-O��,y.yWgp[�p °�°0°�°�°0° 12" / D00000°0 0000000°00000 oO° ba°°Oo °0°0° �'b°o° 0° o 0 0 0 0 0 o y 3• O O O O O O pO°° O O' O°O ° O° O O° o O O O ° °°°°°°°a °°O °°° ° °° �°°°°°°°°°°°°°°00-00 °ooO °° ° ° °00 ° °0000Oo 0 o°b�bYo"000000°°0000^00o�o�e°oQo-oo 00°00000000 0000II°o °°�°0ao0a0v0o0-°eb°x.�� °e>0 0 0 0000 °00o°o„gp03�°K0 000 o'Oa'0'o0-ooaAo�n�.g`�goo0oo0° o n--'«OHW- / d°sO00°o° 0✓ �iAm� V= -4 V AV 880%° og0080ET. OVERHEAD POWER S - _ q 4 \ / ° °g°g0000°0°0 �� o" a 4 TO BE R�,COCATED 1 °Cb %.o°gogo0®°�' ti° <�S�HOWN _ +'' 4 +' -08g0°0go° EXIST. CONCRETE PADS 4 20 _ ti I ogo�° ° j EXIST. q GRAVEL Exlsr. cork. TO BE RE1' PVED SURFACE - - - - q Q �g + EX�T. LIGHT POLE s 4 14 x o 6 0000o q TO BE RELOCATED o� yo q N h 4 a" q 4 Q z ° + o o� AS__SI OWN- -- � - \ 4 q +� _ _ a 10 �� m I o°�i�0�. +ti, x4y58 c. o CIS1.. CONc zq?4 44 4 I Y a '. Q 14 4 '� q. ti\ ry h.. e�� +, EXIST. z I I / A u £ ^e ` +�~4 1 - 4 q ,�e _ A GRAVEL Q �"' a" ^.. s - `��+�,. ti i��f 4 SURFACE q +/ �772, T7�� ////Tl/�� /%l7 q 4 4 q 4 4 ENE,T 4 4 , CE RI ' i N w N ELEVN= 22.63 15.sa - +,ffi4 09`'\Ilk \y1. 22.41 I I I % 111REGRADE THIS AREA 4 0 0o I �j I ��Q I y w y EXIST. STORY MASONRY BUILDING FOR POSITIVEq AREA a + MTN FRONT OFFICE / v \ 4 4 6\ I + 40 rv25 LOADING q \ +4 ~ *4o 6 J) A A0" 6� ALIGNMENT PIT SEE OWNER FOR SPECIFICATIONS EXIST." LIGHT POLE TO BE RELOCATED AS SHOWN \ HPLEL INVESTMENTS, LLC \ BK 5114, PG 1847 TRACT 2 + MAP BOOK 37, PAGE 85 II I j I EXIST. FENCE TO BE RELOCATED AS SHOWN. ADD ADDITIONAL FENCE AS NECESSARY TO LIMITS SHOWN. q� I'j 11l-DOCK EXISI'tW WELL 20 d q I d 4 ILI - ri Q All\ -f8.64 / GRAVEL SURFACE 4 --P'; Q V / C � / 18.82 a \ _5 ti FIN. FL (275SF) \C 'Mgr*,e Ij �9 006 tio7 ELEV = 22.70 a 16 e NOTE: ti0 j +7 ' + °0aN NO +" k ° q Q a \* zl , oe x - k,. / x + g LEAVES SITE M EATER 4 1 0 /1L/LL/mil/1L/ \ I GATE I I cm\ I <z4 / - - WHEEL STOP (TYP.) +,p \ \2' �� 2oI\\ /,� +ti .5s WHfELs'STO�. �, z 86 x I \ xz,,os (TYP) + / PROPOSED ASPHALT PAVEMENT NOTE JIB" \ \ \ '9ti \\ 4' , 4 � APPROX. LOCATION / I ": TO ACCOMMODATE PARKING NO S ORMWATER \ �a+vy#zo. s --EXIST. SEPTIC AREA LEAV S SITE \ �' �� I - - EXISTING GRAVEL �f oa �. TO BE REMOVED oeW_ _ 1Q x70' S�TEI Y-�,��® - _ ^ x RESURFACE W/2" OVERLAY w i 2580 � : ,9 q +tio" II E tt� " O SITE a - SF9.5A ASPHALT TO LIMITS BENCHMARK: NC GEODETIC MONUMENT H-222 y 9' / ti� 24,4 \I -� SIGN (30-0 s` s SHOWN AND RESTRIPE/STRIPE STEEL ROD ELEV. = 17.11 (NAVD'88) + n ~ / I I _ IRIANGLE - 3-Y -- - - 5 .2' ,, , _+�e e:a - PARKING SPACES ----a1W- 5 L a� "°� -- --__ 12.5 ti^ 6 F 1` \ '. "° + STRE D TSF 9` STR e �. Y 5'E� 164.43:-�-7 _ y ', _ _ S28'1722- E \ / -16- _� -156 1ST. 2,40R _ 5- j V -17- + g� d� X JNV FES=i4.-41 - - - --+ -16INV4F - +13.64/`• EXIST. INV. 14.70 0 �,� WIDEN EXISTING-DR1VEWAY _ _ x17.41 / /-6oC16JCONCRETE -/ I N - F -:e t AS SHOWN �� ` FLUME fig, it p&"-17- �- ----,r ---:-,mom- - _ -- -- - �--- - - - LAN STRIPE' .. EXTEND EXIST. 24"RCP U.S. HIGHWAY #421 (150' PUBLIC RIW) N23'20'38"W - - - 869.82' "MAG" NAIL AT APPARENT CENTERLINE INTERSECTION J U.S. HWY #421 / S.R. #2145 SUTTON LAKE ROAD FOR DRAINAGE AREA PURPOSES ONLY E G E I VE71 3� 1 BY: V L n� W Qi � W a z � o q ~ �x U z E4 O z O E-i O z H H a I--1 z 0-4 z ra O -t' _CIO V Zz W 0 S. CO +' U z ,(y Lo lC3 v y •1 p 'z I co I a Co can ZN wCIO rouea (: � O O .--I owz "-.q a, O)aZ 1^1w. n "z E-� a co cu FT Essi' S E A L - 17374 CREGO" \I' DATE 06-24-14 DESIGN PGT DRAWN MLV SHEET 1 OF 1 13026