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HomeMy WebLinkAbout20150646 Ver 1_Site Plan_20150629r, INDEX OF'SHEETS 100% SUBMITTAL CoverSheet ........................... ............................... General Notes and Standard Dtawm. . 1 Survey Control Sheets ................ IA NOT INCL. Ty pica) Sections and Details " ..... ........................ Drainage Summary .............................. ...................... 2 -2L Maintained as RAN Line ......•......... ` .... 3 -3$ Plana ..... ............... .........•..................... '1'rafBc Control Plans control °• .ICI••. 4-26 Pavement Marking & Signing Plan . ............................... E-s n Control Plans PS1 -PS4 ............... ...... ..... ... ................. LBO Plans ECI -EC9 . ....................... ... ..................... Water Relocation Plans UBOI -UB012 ........................ Structure Plain .................... ...:. UCI -U17 Bottomless Culvert Plans F . _ .......... ........... .............................., Cross Sections 541 -S52 .......................... ...... ........... .lames G. Martin Middle School Site Plans XI -X28 ................. NOT INCL. \ TOTAL SIIEETS 179 Existing Water Line ... ............................... .. - VICINITY MAP NTS Begin Construction Sta. 4 +00.33 -Y2- PROJECT LENGTH =1.06 MILES University Pointe Boulevard = 0.46 MILE School Access Road = 0.48 MILE IBM Drive = 0.12 MILE 2012 STANDARD SPECIFICATIONS PLANS PREPARED BY: PARSONS BRINCKERHOFF 121 W. Trade Street Suite 1950 Charlotte, North Carolina 28202 Phone: (704) 342 -5401 Fax: (704) 342 -8472 NC LIC. NO. F -0165 PE SEAL 1 - CNOT FGR �jU -TION) CHARLOTTE- Begin Project ENGINEERING & PROPERTY \ University Pointe Blvd. MANAGEMENT / Sta. 7 +52,11 -L- Construction Plans of Proposed Record Drawings University Pointe Blvd. Project No. 512 -09 -068 Begin Construction Project Features:_ Sta. 10 +60.00 -Yl- Grading, Paving, Drainage, Curb & Gutter Sidewalk, Erosion Control and Structure, End Construction Sta. 0 1 5 0 6 4 Ie .1�1 85.00 -Yl- 2 rl s //l u - _ Vance NS A Begin Bridge -L- Sta. 26 +78.80 d �� ` �i/ ( End Bridge l 71 z artin �V S ' ` -L- Sta. 29 +34.80 JUN 2 et 13 9 2015 L- '; 401 & BUFFER p ESOURCES ERM1TTlNG End Construction Sta. 29 +40.00 -Y2- Proposed CMS End Project Site Improvements University Pointe Blvd. LOCATION MAP Sta' 32+20.00 -L- NTS RECOMMENDED FOR CONSTRUCTION Contract Administration / - Construction Administration DESIGN DATA V GRAPHIC SCALES Landscape Management Engineering Services AUT 2012 = 6,600 20 40 60 I UlBity Coordinator ADT 2ll35 = 9,000 Plan View .............. �� � � _ - i 20 40 CDOT - Design DHV = q% 60 llors. Profile .... ....... li�l�l..l� DIR 60% CDOT - Implementation A ll2 T Vert. Profile ............. Cherlotle Water i x' (DESIGN SPEED) = 30 MPH \ Cross Section , y��y� i Planning J Storm Water Services 6 Pi -posed Sturm Drainage ............................ Existing Tree ........... ........... ... ................ .................. . . ExistingkVatet Meter ............................................ ............................... °. Existing Water Valve ..........., .................................. ............................... Existing Gas Valve .............. ............................... Existing Sanitary Sew ct Manhole, ........... .. ... . ............................. Proposed Sanitar Scorer Manhole .. ....... O ............. Fxisting Storm Dram Manhole ................. ..................... Proposed Sturm Drain Manhole ............... • ♦� ...................... Evsnng Telephone Manhole ............................. Proposed Telephone Manhole ......... .. Existing Electric Manhole_ ................. ............. Proposed Electric Manhole ..., O ............................... ... .. Existing Catch Basin ......... ............................... .......... Proposed Catch Basin .......... ............................... Existing Light Pole............ I ...................... , Proposed Light Pole ...................... .......... ExisnngUtilih Polc . ........................ ............................... Cu., Wi rc ....................................................... ............................... Icy Proposed Uhlrh Pole ............................... �t IronPin .................... ............................... ........ O Existing Fire Hydra tit ............... ............................... ........... .. ...... /�/1 Proposed Fire Hydranl ........................ ............................... ExistingDrop inlet ............................................... ............................... Proposed Drop inlet .............. ___ .......... Accessible TreeRamp ...... ............................... O Protection....................................... ............................... Proposed Guardrail... ... ......................... ............................... I� Silt Fence.. ............. Proposed Curb &Gutter, Cum. Drise, Sidewalk, -e • ii�i1 Multi -use Path ........................ ............................... ................... i_x- y:=::. Proposed Rip Rap Ditch .................. -T=zT Zn( Proposed Crax el ... ..... ....... ............. ............................... Proposed Pasemenl Removal ............. . ............................... /\ • III Proposed Sidewalk Bridging Tree Roots. .................................. Iwo Y.y Proposed Toe Protection ............ ............................... 7 i - � p • �� ,, � \ � dal Bid Set No. a1 LO 8 rte. - ENGINEERING 8 PROPERTY MANAGEMENT •O APPROVED � CIT \'ENGINEER DATE ^ , 100% PLANS -JUNE 23, 2015 FBI O O N Y I �I CONVENTIONAL S SIGNS Proposed Property Line " " Existing Property Line ................. •..... .. — - Maintained as RAN Line ......•......... ` _ Existing Doeb or Stream ............... Existing Structures .......• ...................... ........ Railroad Ti acks ......... Proposed Frig, of Pavemcnl .................... . . Fence.............................. . ............................... a Slopc Stake Line a Temporary Construction Easement ............. _ F Slope Easement......... c e Sidewalk /Unlih Easement ......................... a a Storm Drainage Easement ........ .........~ ExistingGas Line .... ............................... _ Existing Water Line ... ............................... .. - _ ExisnngSamlarySewcr ............_ _ _ Existing Underground Telecommunications - ut Existing Underground Electric . ............. Existing Storm Drainage • .............................. O O N Y I �I A GENERAL NOTES PROPOSED CURB ELEVATIONS THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED DRIVEWAYS AND SIDEWALKS PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY o CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI) o ASPHALT - (COMMERCIAL) 2 5 INCH SF9 5B COURSE, 2 25 INCH 119 OB INTERMEDIATE COURSE AND 10 INCH AGGREGATE BASE (ABC) COURSE o GRAVEL - SIX INCH INCIDENTAL STONE SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER CITY STD NO 10 22 DRAINAGE STRUCTURES GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 WEEPHOLE PER STRUCTURE WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/#78 STONE THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK ASSUME ALL PIPES ARE RCP CLASS III UNLESS OTHERWISE NOTED IN THE PLAN SHEETS OR DRAINAGE SUMMARY UTILITIES UTIUTIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY THE CITY WILL NOT RF HFI O RESPDNSjglf FNk Tijf [Lf:CIIgA CY OF.H TII ITY I OF.ATIONS g71`S DEPTHS OR FOR COMPLETENESS _PF jLILIjY jNFQR.MAJ10N PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY AS NEEDED, THE CONTRACTOR SHALL ADJUST /RELOCATE THE SANITARY SEWER AND WATER LINES ONLY ALL OTHER ADJUSTMENTS /RELOCATIONS WILL BE PERIORMED BY THE VARIOUS UTILITY OWNERS THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE THE CITY WALL NOT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL 0 1- 800 - 632 -4949 o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT PROJECT MANAGER & UTILITY COORDINATOR THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO FINISHED GRADE WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES GAS LINES WILL BE ADJUSTED /RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS THE CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION CONTRACTOR TO REMOVE CMS LIGHT POLES ALONG UNIVERSITY POINTE BLVD AS NOTED CONTRACTOR TD CONTACT CMS (GLEN WECKBACHER AT 9BO- 343 -6034) A MINIMUM OF 48 HOURS PRIOR TO POLE REMOVAL TO ALLOW CMS TO DISCONNECT POWER FROM POLES ONCE REMOVED, LIGHT POLES ARE PROPERTY OF THE CITY OF CHARLOTTE CONTACT CITY FOR STORAGE LOCATION PRIOR TO ANY CONSTRUCTION WORK WITHIN DUKE EASEMENT, ON SITE MEETING AND APPROVED POWER LINE SAFETY AGREEMENT WILL BE REQUIRED BETWEEN CONTRACTOR AND UTILITY OWNER SOFT DIG LOCATIONS FOR INFORMATION ONLY CONTACT CARDNO AT (704)927 -9700 FOR EXACT LOCATION AND ELEVATION EXISTING SANITARY SEWER AND WATER LINE THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE `MTH DUCTILE IRON PIPE THE CONTRACTOR SHALL RE-LACE SANITARY SEWER AND /Oft WATER LINE, WITH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WATHIN TWO FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY SUBSURFACE PLANS SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT MAIL BOXES THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES COORDINATE THIS WORK WITH THE U S POSTAL SERVICE FENCES THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND /OR AS DIRECTED BY THE ENGINEER TREES. SHRUBS. AND HFDGFS_ THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS AND HEDGES WITHIN THE EASEMENT LINES UNLESS SHOWN ON THE PLANS TO BE PROTECTED THE CONTRACTOR SHALL ALSO PROTECT TREES AND SHRUBS OUTSIDE OF CUT /FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREES /SHRUB PROTECTION BARRIERS WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK USE CLD STD 4011 FOR BRIDGING TREE ROOTS TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD 4013 TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD 40 02 WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD 4012 SHALL BE USED GENERAL NOTES SIDE SLOPES LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS THE MAXIMUM SLOPE SHALL NOT EXCEED A 21 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ENGINEER A CUT SLOPE OF 2 1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER EROSION CONTROL. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES THE CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION DISTURBED AREAS SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1 -EC12 ACCESSIBLE RAMPS AND DEPRESSED CURB THE CONTRACTOR SHALL CONSTRUCT 6 -INCH THICK CONCRETE ACCESSIBLE RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS, CONSTRUCTION PLANS & INCLUDED DETAILS ALL PEDESTRIAN FACILITIES, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, RAMPS, AND CROSSWALKS (ACTUAL OR IMPLIED) SHALL COMPLY WITH THE 2011 PUBLIC RICHT -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG) DEVELOPED BY THE US ACCESS BOARD, AND ALL AMENDMENTS AND REVISIONS THERETO SAWCUTS THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER SAW CUT WIDTH SHALL BE 2 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE -IN TO FACE OF PROPOSED CURB AND GUTTER PAVEMENT DEGRADATION FEE CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED TRAFFIC CONTROL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2014 EDITION OF THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND /OR THE 2012 NCDOT STANDARD DRAWINGS SEE \ SHEETS TC1 -TC12 FOR TRAFFIC CONTROL PLANS I i ABAND AD ASPH APPROX B/C BIT BM BRG CB C &G CL C/L FENCE CMP CON CONST DB DCB DI DIA DW DIM E EA ELEV EDP ESMT EXIST F/C FES FH FOG GV PORIZ NT INV P LF LT Ib LP MAX MIN MONO ph MTL / N 0 ABBREVIATIONS ABANDONED NTS ALGEBRAIC DIFFERENCE 0/H ASPHALT OTCB APPROXIMATELY OC BACK OF CURB PAVT BITUMINOUS PC BENCH MARK PERM BEARING PG CATCH BASIN PI CURB AND GUTTER PK CLEARANCE PP CHAIN LINK FENCE PROP CORRUGATED MTL PIPE PSE CONCRETE PT CONSTRUCTION PA DEED BOOK PUE DOUBLE CB DROP INLET RT DIAMETER RCP DRIVEWAY RELOC DIMENSION R/W EAST /EASTING S EACH ED ELEVATION SF EDGE OF PAVEMENT S/R FENCE EASEMENT SS EXISTING STA FACE OF CURB STD FLARED END SECTION SW FIRE HYDRANT TAN FIBER OPTIC CABLE TOE GAS VALVE TEMP HORIZONTAL TP INTERSECTION T/W INVERT TYP IRON PIN SET U/G LENGTH VC LINEAR FOOTAGE VERT LEFT W POUND W/ LIGHT POLE WM MAXIMUM W VAULT MINIMUM MONOLITHIC WV WV MILES PER HOUR pp METAL NOR TH /NORTHING STANDARDS NOT TO SCALE OVER HEAD OPEN THROAT CATCH BASIN ON CENTER PAVEMENT POINT OF CURVATURE PERMANENT PAGE POINT OF INT PK NAIL SET POWER POLE PROPOSED PERM SW ESMT POINT OF TANGENCY POINT OF VERT INT PERM UTILITY ESMT RADIUS RIGHT REINFORCED GONG PIPE RELOCATE RIGHT OF WAY SOUTH STORM DRAIN SQUARE FOOT SPLIT RAIL FENCE SANITARY SEWER STATION STANDARD SIDEWALK TANGENT TEMP CONST ESMT TEMPORARY TRAVERSE POINT TEST WIRE TYPICAL UNDER GROUND VERTICAL CURVE VERTICAL WEST WITH WATER METER WATER VAULT WATER VALVE SIXTY PENNY NAIL SET FOOT INCH THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS NCDOT STANDARDS SHALL BE USED CHARLOTTE LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD NCDOT CLDS STD, No. TITLE STD NO RADE - SECONDARY AND LOCAL PERELEVATION TION RIGID PIPE PRECAST GONG SECTION FOR 18" TO 30" PIPE ACH FILLS MARKER CCESS MARKER NIN AND CONCRETE PAD ;INGL,� AND DO{JBLE PIPE CULVERTS 12 THRU 54 PIPE - FOR USE ON STANDARD RATES NLET TYPE "B" AT GRATES G GRATES F TYPE "B" V BOX DROP INLET DROP NLET AND 6 DIAMETER MASONRY BASE - 12" THRU 42" PIPE IER PS AND CURB & GUTTER BARRIER - LOG OF OVERHEAD ASSEMBLY 1145 Ul 1150 01 BARRICADES - TYPE III FLAGGING DEVICES 1160 01 TEMPORARY CRASH CUSHION - REFLECTIVE ENO TREATMENT 116501 1170 01 TRUCK MOUNTED IMPACT AFTENUATOR - DELINEATION PORTABLE CONCRETE BARRIER 1180 01 120501 SKINNY DRUM PAVEMENT MARKINGS - LINE TYPES 120502 PAVEMENT MARKINGS - UNDIVIDED MULTI -LANE, TWO -WAY ROADWAYS 1205 05 1205 O8 120512 PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - SYMBOLS & WORD MESSAGES PAVEMENT MARKINGS - BRIDGES 1250 01 125101 PAVEMENT MARKER SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY TITLE UPS TRANSITION 2' -6" TO V -6" ONCRETE SIDEWALKS QUIETED TYPE II D/W DETAIL W/ PLANTING STRIP YPE III D W ENTRANCE TANDAR PLACEMENT OF ACCESSIBLE RAMPS RUN CATED DOMES PLAN AND CROSS SECTION IRECTIONAL ACCESSIBLE RAMP WITH SMALL /MEDIUM CURB RADII IRECTIONAL ACCESSIBLE RAMP WITH LARGE CURB RADII DOUBLE BRICK CATCH BASIN IP RAP APRONS AT OUTFALLS UBDRAIN DETAIL EMPORARY SEDIMENT TRAP ;KIMMER SEDIMENT BASIN ;KIMMER ;EDIMENT BASIN 'ENERAL NOTES - 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CIIARLO F -1 E, NC 28202 A 11 DETAIL TOE PROTECTION (Nol to Scab) D- 2 Ft ISRM Typ' at L " PERM O47-jjl_o5 8+5700 TO -Yl-__�� 11+51 00 A'RlOj� LC FROM -L- STA CH 284 �J TOE PROTECTION W -P SEE E`T.". 15o 75 TIE ANCHOR TO EXIST GUAREIR -r- STA 10+2867 S 70-1 Y Au 0 LLJ 2D* MILL AND A + j u Z Lu z 0 0 0 �- c) 0- Of 0 C) < (0+ > + LLI C) w0 U) >m U) Z D SEE SHEET 2J FOR ALIGNMENT DATA 0� SEE SHEET 24 FOR -Yl- PROFILE 04 .-RESURFACE CD CD Now C + 4+19 12+00 PROP V-8" MEDIAN CURB & CCNCPLAN7 MEUD71AN WIT Iz y l c/) - - 2 -- -------- BEGIN CONSTRUCT'i'6N E TO DOT _C� PROP c —Yl— STA. 10 +60.00 AND SID.LK so OD _YI_ i I N=569636.7003 �71 00 Ex R/ +96 77 EX R/ --- --- ter— w z --- --- E=l 472396.1589., ---- '3 06 --- - - --- --- 80 + 40 D00 3650' F F TREE PROTECTION CLDS STD 40 02 F �lso LTREE mblECITONJT' CLDS STD 40 02 O "IF CY/ARCO W1- J91 -06 oe alts PG zal 1x00 /aH OR A + j u Z Lu z 0 0 0 �- c) 0- Of 0 C) < (0+ > + LLI C) w0 U) >m U) Z D SEE SHEET 2J FOR ALIGNMENT DATA 0� SEE SHEET 24 FOR -Yl- PROFILE 04 it 10 MILL AND a �� +5500 •` r`; SOFT DIG LOCATIONS RESURFACE 20 DD BEGIN,CONSTRUCTION MARK STATION OFFSET ELEVATION DESCRIPTION 15504, -DW10- STA., 10 +62 10 20 00, a\ ' OW1D- PRC St,. 10 +6367 3 14+75211 28.13 67108 12}" DIP WATER LINE / . ,', ' . END MILUNG,OVFRLAY/ 1 " BEGIN RESURFACING I 5 16+7037 23.31 672.17 12 }' DIP WATER LINE \ STA 10+7210 047 - -05 24 16 +60.73 15.D3 67463 4}" GAS LINE ',1 R6^cbC ,,./ TZCUARtOp eiBEGIN PRQJECT. I -L- STA ,7 +52_.11 S 26 14+62.60 54.95 67833 4" PLASTIC GAS LINE P P Bsm IBM DR N= 569.943.3438 I 28 15+74.19 6629 87417 4 }" STEEL GAS LINE . 1' p �Ai %✓r r //� /y ~ 33 18 +80.71 1888 -- 10' DEEP -NO FO UTILITY FOUND ' , U 34 14+6212 44.85 -- 10' DEEP -NO FO UTILITY FOUND ' "�q °� E= 1472900.9445 _ 40 14+75.85 25.67 678.43 2 }" PLASTIC FIBER OPTIC CABLE ETC - -.I ~= 9TA_,nfi ±94 5.3 42 14+8201 40.77 674.86 3}" FIBER OPTIC CABLE CABLE I y���F 1, O `,1` I '� ^� P` . +9900, -L DWI 0-` 11 +95.73. \ - DD 43 18 +78.35 23.54 -- 10' DEEP -NO FO UTILITY FOUND 300\ \ N 46 14+79.30 33.79 676.93 4}" PLASTIC PHONE LINE ! WU �\ •• x e ?t Y _ C C v; r _ . L +OD 00 ,y NCDOT v �0 35 DO Iii k} .Byti` RE 2A Z 48 16 +68.73 28.82 -- 10' DEFP -NO FO UTILITY FDUND ; %� ,L� q +BO OD, L- V ADJUST �:G'+�5 p aa 54 11+793B 4132 66970 5]" PHONE LINE B0 00 - MH O•�' <"`�' " Z E- 56 15+72.13 85.79 877.41 2 }" PLASTIC ELECTRICAL UNE XS •L PROP ce X50 d Y, 57 11+7881 2924 872 92 ?' PLASTIC ELECTRICAL UNE ; / I � �� �'� „>.,. v. 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Do (GILDS ST) 20 231 Ix 110 oo'� ,2500 PROP FES /-'Do 00' CLDS STD 2D 22 -12 1 HEAD Dl.. W/ 3' BASE L) "+50 42' RCP71 LOF50OXF PROP HIN 00 NCDOT BMDl 87 50' a Ic +0000 +3500 �2� 00 82 GRAVEL 32 DD' 42" HOP G 5 DOX 6750 IVEWAY 31 F, Do, REMOVE SD R P JB WITH MH STA. 13+96.95 L- PROP JB / MH +950o NCDOT 64o 31 NCDOT W ; 8000' GG ------- STA. 10+00.00 —DW2— C�5 63 119 op 21 LF OF 24' RCP 0 2225 f Ir +,, Do I V6o 00 BEGIN "�A%RAIL F Do, +-37-00--- 10000 132 L F •OF 18' RCP 0 491% 4000' +3304800' +33 OF 30' RCP �O D OF +7D 00 5 DO' - --- -------- 40 LLJ -,, RC 14x �+2o(). 4. --- - --- 40 DO I o V PROPic,. r n, - LLJ PROP E w �p op-S! z LLJ 65 PR p STRIP cDoT 840 D3 cboT— �.p 'PLANTING LAN LLJ 2'-6- C&G (TYP LLJ CD PROP RCP jD 2128 i3- cn IKE /-,45 LF OF 15 0 + ;;P -BLVD. UNIVERSITY POINTS C�u�� - PROP , RO C Lc) m --Z REMOVE 30 LF OF 15! 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CN 4i << . _ _ _ PROP C/Y2— -C` k, 6 PROP CB ) _RESURFACE- .+....X.,d� _. - - _ __- .,, �„'.: "y tit \, _ - _ / NCDDT 8400 1-PROP 2' -6' NCDOi 64003 I r '• -J w , TIE 1b EXIST II ,: __ __ . __. ____ -_ _ - L k G `C 8 C COOT ',1 - -_ _ _ -_ _ - z TYPE 2 a\;E 75' EDP TAPER (RTI __ _ _- __- —Y2— STA. 11 +65.02 = — w N J -------- - - -DW8- STA ST 13+95.00 _ -- _ �_ ,. -DWI- STA. 1 O +DO. - _ ° , ' x-e 10 +00 00 a +400, 04 e R� - - o — ___ - -- BEGIN CONSTRUCTION �,w �2DD'1e/ - 45 - - ___ =Y2= STA- 9 +90; .00, e -- - - " - = ._ -_�'- _ -_• I - - ., ___ ._ - I '. - T 83801 N TERAL Y' RC CL B P RAP -Y2- STA 10 +62 02 - -_ 4: DENSWW/069 SYOF - _ e ( SEE L A PROP •19V , NCDOT y - - -- - - -- +09 OO -V `R�'VN `c' a +25 00 -- - - - I —DW7— 1STA. 10 +00.00, 7DGO / `� +6400 �6BDO' +9600 e DO 72 82 00' a w - - - -- - - - - - LL I ' jI cis DETAIL A z _ DETAIL C +oo 0o TOE PROTEC'nON LATERAL DITCH i 0 0 I I{ tt - - 0000' Not to SWa (Nat o S da) o d. r 4.rI. I 1 -- ' 111 I Green u . Natural gg 11 , Fit.; NaWral N FF D FL F.H. LL B RIP-RW Mln D -1 0 Ft FROM -Y_- STA. 14+5500 TO STA 15+(300 LT FROM -Y2- STA 14 +47 00 TO STA 15 +60 00 RT ui r v S Ty of 1 - CL B Rip-RW i - ___ - -- I -- - Off' OLo d SOFT DIG LOCATIONS Q E Lo � IMARK STATION OFFSET DESCRIPTION w >- + _ I 9 1 13445. 25.71 81 JELEVATIJ 725.3 2, ' PLASTIC ELECTRICAL LINE J E Q UIO F—(n - - - - - - -_ NOTE SOFT DIG LOCATIONS FOR INFORMATION ONLY CONTACT ' CARDNO AT (704) 927 -9700 FOR EXACT LOCATION AND ELEVATION \ co U) SEE SHEET 2J FOR ALIGNMENT DATA Z SEE SHEET 20 FOR -Y2- PROFILE SEE SHEET 26 FOR -DW1- PROFILE w SEE SHEET 2E AND 2F FOR CURB RETURN PROFILES N `" 0 i w_= +07 00 a0 00- e e _ +4] 00 /'000, +1400 047-391-08 THE CHARLOTTE— MECIOE P BOARD OARD mUCAnON BB 25 281 7600 M I PC BM OR +a7 DD 1 v o0 114 Do,— e e +00 00 112 00' +1900 8700 64 00' e ' 65 00 \ \ W e 45 00� +5 }00 _ ee / e F BEGIN 18' HNDRNL F W �41 DO' F / —y2— STA 18+50 ' e PROP END 46' HA16. PROP 3' —Y2— STA 16 +00 c W } C COND W CONDUIT 0 —� —~ ..: - -ii �% PLANTIN G 5IP � - -- — N_. C— DOPT t i8oe.r0a3 + — —y_ Ln PROP 2' —e' C" 22LF OF 15' RCP O 0 91I 16 +00 17 +00 18 +00! _Y2_ 19+00 I SCHOOL ACCESS RD 0 N F,, I �+ 0 / J c _ i9 3 00 _ _R TA s2V Ro DD' 5500 ' 22LF jo O5F N' CR�1D5GOP _' T Pa R., Rw O 6OC4 P P 0 7 CO20 N8 3 3C 7�0 E � 911 20 +00 OF 2' � 12 PROP Y -6' C @G 4 LF OF 15' RCP O 1 B5 'S7LF OF 15'R P O 6 90% 63LF O 15' RCP O 7 507 �PROP C8 '� I I II I I Hill II I II II I I II Hill I II I. POP CB DOT 840.03 ROP O 7 PROP CB PROP CB NC00T 8 03 1 � N \ (S NCDOT 03 NOOT 840 01 NCDOT 803 C 1 131F OF 15' CSP PROP 2 -6' ■� W/ ELBOWS (y� C k G O ..X z j C S C C - C (� C ■ _ 29 Q LATERAL V DITCH e _ — — — / \ W/ CL 'B' RIP RAP e ° ° e e P 00 e / X54 00'0 44 TONS W/ 69 SYGF +7200 INC SEE DETAL A +500D a STANDARD BERM ORCH 5600' 61 00' SEE DETAIL B OB 00 19300 62 00' 63 00' DETAIL B STANDARD BERM DITCH ( Nat m sea') s0• d' de 7IFS o _ l z 1D D• vc Min D -1 D Ft FROM —Y2— STA 16 +27 00 TO STA 17 +94 00 RT � C e 9 ' +95 e Ct1 — J9 DO' ' DO 00 e e e +50 00-/ ' 48 00' SEE SHEET 2J FOR ALIGNMENT DATA SEE SHEET 21 FOR -Y2- PROFILE U F I �• U W m W � Z Q� =r=itU S O F- Al l w Z O� O °o dQ o� HW �Lo � Q W m F- U) Z w N (p 0 N J� � (S NCDOT 03 NOOT 840 01 NCDOT 803 C 1 131F OF 15' CSP PROP 2 -6' ■� W/ ELBOWS (y� C k G O ..X z j C S C C - C (� C ■ _ 29 Q LATERAL V DITCH e _ — — — / \ W/ CL 'B' RIP RAP e ° ° e e P 00 e / X54 00'0 44 TONS W/ 69 SYGF +7200 INC SEE DETAL A +500D a STANDARD BERM ORCH 5600' 61 00' SEE DETAIL B OB 00 19300 62 00' 63 00' DETAIL B STANDARD BERM DITCH ( Nat m sea') s0• d' de 7IFS o _ l z 1D D• vc Min D -1 D Ft FROM —Y2— STA 16 +27 00 TO STA 17 +94 00 RT � C e 9 ' +95 e Ct1 — J9 DO' ' DO 00 e e e +50 00-/ ' 48 00' SEE SHEET 2J FOR ALIGNMENT DATA SEE SHEET 21 FOR -Y2- PROFILE U F I �• U W m W � Z Q� =r=itU S O F- Al l w Z O� O °o dQ o� HW �Lo � Q W m F- U) Z w N (p 0 N J� � 4 i N v • I O s ♦ C = � x 02 DO 121.00' ' 7' Do i W x -------- j „5.00• a � ✓ �' � PROP CL•B• RIP RAP 2 y [aJ z 5 TONS W/ 14 STOP LA W2 - 15', T - 15' 017-391-08 (CLDS SID 20.23) iNE U/ML071E -YB 812 BIMC BOARD EDUCAlg4 • Rio �l v J W 00 OB 8115 D . 4 93.00• So.w 7900 DR. ♦ +]1.00 80.00' CA • 4p �91.OD' PROP FES ClDS 20.22 -a� 14LF Of 2 RCP O 2.144 25 +9].00 TREE PROTEC � BEGIN RETAINING WALL e +9 0 CIDS STD. {0.02 -T2- STA. RETAINING -AL RETAINING L CN 1- .20 00 O ° \ +60.00 29.00' LT �- ST23+35. F i 56 00' C1 6].00' ` v +50.00 29.00• LT PROP WI F e 19.00' 1 • / +52.00 ( I NCOOT 81DSR i lII F -- F 86.00 w SEE WATER ANO SEWER P \ F 43.00' �• 4 F 501F OF 24 CSP uG-12 FOR 12' Fig - -- • / ` F �. (A W/ ELBOWS O 16.844 � SANITARY SEWER RELOCATION / PROP. m . 3' (J END � PROP. IB' HANDRAIL -12- S N .1. . O A1• ° — O + --• - -- OF'f5'Z10P O 6.BBtt 14 NCDOT W.03 —4 7 -.-•- • - -• -- ^— .- --• -.— tla TM•Ex LI. _ d' . N Q M� 3R�J 22 0 „ 24 O.ee�s 23 +0 22U OF 18- RCP O O]]4 PROP. 2'-s' cec 24 +00 - 25 +00 YR 1• S 68' S3' 23' E + `V v Cow I I SCHOOL ACCESS RD. —Y2— 16 2600 o I W TA 7 PROP, 2' -6' C&C STA. 22 N 15 212LF OF ,S' RCP O 0.852 •r //.�Q Ry�. $ (4.1'•. } PROP CS NCDOT 840.03 it `� 7( BEL911 54' NA"Al L PROP CB OF ,8. 17 /♦(D i s j (.LJ L -ST A 21+50 �� CLIL1iERT ENO 5C NANIX2AIL� F NCDOT 810.0.7 F F f z -Y2- STA. 23+00 ° v” -YS- STA 22 +09.54 F �'�__ F F B. �_� • �� 7 PROP F i / e .6 \ A NC .03 [� Z TREE PROTECRON 37000 ' ^/ Q e. CLDS STD. 40.02 • �- V u / MOO' 3D.00' +46.00 DO NOT t •` +]S. DISTURB 3900' FENCE OR BALLFFD CJLVR t w T BOTt01lESS 60 0D w •Ri O +66.00 ]S.OD' i - o LLIL r d O U-) HW NON U) J } IN SEE SHEET 2J FOR ALIGNMENT DATA Z SEE SHEET 21 & 22 FOR -Y2- PROFILE SEE SHEET S8 -S12 FOR CULVERT PLANS SEE SHEET 2G FOR RETAINING WALL PROFILE w c0 o c� SEE SHEET UC -12 FOR SEWER LINE PLANS "' i N. ry F • IC S LF6 - MW � Z 50.00 O i o F �oo.00• - 102. �mU W +10 .00 W 58.00' m _. V Ld W _ F Ld � ro bad PROP\ SEE JAMES G MARTIN �o CONWIT ° 60:00 7WaARLOT7E- MEGaaMBU BOMDOFmuanaa MIDDLE SCHOOL PARKING m + -�\� 5200 DO. 7600S.DR291 LOT IMPROVEMENTS. `O SEE SITE PLAN SET FOR ° � 840.03 "�'� LIMITS OF DISTURBANCE. Dan S/W co Op ° REMOME SIDEWAU( AND � CRADE 70 DRAW � H oar\ CABp'�.p'. ? 1 °per OF W RCP p O's '19 OF 15' RCP O 0.875 ` .. . Fes- PROP CB Q NCOOT W.03 C ° ` z . -.... � 53.00' .00* - _• - _ -. -- -. _.. - -- . Z oO� 3'F 20 PROP u gcC£S NCDOrr W. a?29 O CDOT TYPE J o w C ° RfT, ti a +°0 45.00' 0' 21 PROP CB NCOOT ° 50.00 C 840.03 ° 47.00' 15' m m y RCP 15 G TYPE 1 I n Yi O CDOT END PROFILE GRADE STA. 29 +40.00 CONVERT MN TE ID °E)W. TIE TO JAMES `G MARTIN MIDDLE / - NCWT SIDEWALK "000D SCHOOL PARKING LOT IMPROVEMENTS 41. z CD } N HW NCO �J }NQ ° ; » D-) s s wy) D-) T A .J1 :J1 J7 7) J DO 03 -685 51 'n +O o. PRO CB �` i NC T 84003 GRA 684 28' r Oi 1 68562 _ _ ;A� I � � � i � Irry lour T 6 67e 25 (51) � fo 684.03 o y' 68225 682.97 Ct N PR P CB NC'IOT 8400) pp -L� 8 +50, LT O ql�,M ELEV 68? 441 INN ' IN 673 >5 660 21 681.85 ) ' U G` PROP CB N a 03 679 19 D - + +2 Rf FE 660.93 �O / - G ES. h.1 ' .7 W O \t j1�' I°n �ixPTJ IM OUT 87345) O m+ 678 79 880.54 c�F ���:;' -� �\ � PROP CB I NCDOT 6)03 -L- 9 +2 Li �\ CRATE EL 67992' INV IN 6]'99 (3J) A PS INV IN 87604 (51) 67940 ----tiN $ I INV OUT 6'2]9 680.76 \ S N N... IRN+ I� to 67982 680.98 m °m NCD 18+ 40 152 o -Yt- , -4602 LT �-- Lo{�. I RIM FIEV. :77.31' f W IN �0 1 INV OM 8'200 O 1,8039 �- + 861.01 O op o uEr >Q5 68016 ° + v+v j If b .G 881.03 ag i io u S� �mSro+ 679 71 %Z �' O'-J I _ r R I 661.01 �' w a m p I2 I n 14 - gkO� f rnn ( on N g II ?u'F„ o I Ob i Z y 679 29 ° i �+ c x x 5 A �• ! S" 680.29 y m i m 0' + 678 26 m 879.07 I E O ^ %, O i 67704 gQNm+ 677.90 I / j 67575 878.78 674 47 i 673.69 i N 67324 I; + 674.61 _ O o O PROP HW NCDOT 831 01 y + u 67200 Oa� \\ I TOP ELEV 88940 . / INV OUT 84.46 (841 673.53 o - V o�T \j 'REPLACE FES '^ \ ! I PROP JB 321 H IVY/ NCDOT 840 67081 �\\���� \\\���� I RIMPELEV S,2 " LT0 �-1 672.45 ` ` ` / INJ OUT 660 m (68) cn m 669 65 m 671.36 - i / / a PPOP JB WITH MH ^ - O /I N DOT STD 840 31 ` T8 , - GB- 13 +24, 0 R7 u° R ELEV 66912 I OUT 66487 (51) �A i 6, 668 59 � U o u +O 670.24 O O / / 6 g 8 1 P OP CB ^� Nl DOT 840 03 r TA ' o / / - IFB- 1 +24, 35- FT H I Gk'TE ELEV 668 18 INI IN '6352 (50) G I INI OUT 680 35 (52} rLN' 66772 ( � � (-l\ \ \� \'�rC.�2C�R'. I ' 886.99 ' PR P NW NC T 038 01 Z S o TO 681 23 r = 1 IN 65900 (51) 66695 887 64 T T 7) S DO 7J O O Z) J1 D J1 m I co m I G-) c-) II (A G-) 61 iG-) n m CTI Dz o � �o zD 8, c° +rn� N c i C7 1 Y x MAT.HLINE STA. 8 +00: (SEE TH S SHEET I I :T) :7) 1 O _0 � � I i AO UAIE B1 DESCRIVIION � PIBRS I1feOa red li \': - • PARSONS BRINCKERHOFF 1 21 SUITESI BADE SIREOI 'CIt tILlll E. CHARLOTTE, NC 29202 la 1111 \Lill 1 �i ' 66581 688.19 DF) : T T J1 D J1 Z) Lp ;J1 J1 51 H 1" =SCALE 1 " =4' SHEET UNIVERSITY POINTE BNO6B I ......1•I. , pn1 15 BOULEVARD 1734DEA RDY PFI 15COn �;.... . p�`.pN' CAD FILE PATH. YR� OF -L- LINE IN RCD DBG Nor_ Ti0N) STA. 8 TO PREPARED BY CHECKED BY 26 STA. 13 +75 BY B /OATE015 APPROVED T T 7) S DO 7J O O Z) J1 D J1 m I co m I G-) c-) II (A G-) 61 iG-) n m CTI Dz o � �o zD 8, c° +rn� N c i C7 1 Y x MAT.HLINE STA. 8 +00: (SEE TH S SHEET I I :T) :7) 1 O _0 � � I i AO UAIE B1 DESCRIVIION � PIBRS I1feOa red li \': - • PARSONS BRINCKERHOFF 1 21 SUITESI BADE SIREOI 'CIt tILlll E. CHARLOTTE, NC 29202 la 1111 \Lill 1 �i ' I 9 1 / m p. + O 884.84 .D E NwoT�ebb3 �, - p ,a, -UPS- 1a 49, 24' LT GRATE E 66094 INV Oul 66259 / - 683.06 �p / O j 66033 65849 880.47 r F. / I NcOOTCab o7� -UPB- 14+ 24' RI / / O GRATE FLEV 60 73 - INV IN 6559 (80) _ INV OUT 855 3 (62) 65704 PROP HW + 659.64 / / o p i8 -UPB- 14 +5�, 59' RT TO N I P 657 4 5 - INV IN 6550 (61) 65600 I I 659.14 - u I I P PROP CB NCDOT 840071 M -DPB- 15 3 24' LT - / GRATE ELEV 158 32 \, IM' OUT 654 52 (65) 65538 / / PROP Co - _UPB- 16 +5 , 24' LT ' .P v4 Env sa zz \; INV IN 853 9 (87) - \ INV IN 8539 (66) INV IN 6537 (]0) 655 17 _ 1 INV OUT 853 3 (6FI) In 659.07 \• r NCDCT u I \ y UP O RE ELEV RI _ I GAT 58 22 INV OUT 854. (65) 0. 15505 q \ \ \ \\ j _ a v + 859.32 u H \,, �+� \l; ^' O PROP JB MH - - _ _ — __________.__________ —_ 1 �i NC00T 840 1 p _ \\ INN -UPB- 1 44' LT jI RIM ELEV 8 15 �\ INV IN 643 4 (64) \\3\ \\\ INV IN 8626 (6 s� �+ INV, OlR 8 14 (89) 65212 659.57 " �� �. PROP 1 p1 -UFB- 16 +13, 4'i' LT s I TOP N 8 6 6: - n � o INV. IN 642 78 (E'S) 651 n L- - -- \ \i\j 659.82 - -- - - -- _� V• 65,961 �I1� l rt PROP CB € 680.07 L -t"11� 1 1 \t1 � \l I -tPS - 16 +E0 4' LT I'X IN 655.42 1) by�1 v o I INV IN 65517 05) INV. OUT 65517 c5) - J 65674 �r.c 3 65. f r = + 88055 p -UPB- 51a 6 + 3 8 0 , 42 ' RT p GRATE INV 55 8952 9 ` 70) - m� 65792��m� r 1i1i: r.nP II 111i til � N L ° a °t1i1�i,1� d ^ F n I ttt�ti¢11;'� g 65924 ����humi or1+t, �}''` +� I i.� 882.48 y'h y 66078 883.92 PROP CB NCDOT 84T 03 -UPB- 19+18, ' "} GRA U". 666 41 W 66251 �itllite ZE + - 885.70 ' 1�iti1 ^tiS iw OUT Bi216 05) p P'%T'8 3 -UPB- ,E +18. 24 13 66504 ` �\ \ ryRATE E....A 666 it - 687.89 iI M OUT !6168'(]0) `` m o cn 66744 =_ j _ v� .�`�\ Ju o �7_ 869.89 A 66890 � 67068 N 1 1 •\ •'�N � o I + 873.89 ro - I o 67264 D ° HUV C 675.69 m Ly�1�11�YU\1i'� NUPE- 819+J0. 24' ?r� C ! o g 1 n (RATE ELEV 67537 - INV IN 870 87 (]B) INV OUT 870 07 (74i 67447 t \\ 677.69 7T A T S T S T T I3T J �J v P I•P Jl Jl J J JJ A 9 :D J1 Ji s s J IjJ1 � :71 :71 � JI SHEET v2- D9 -ofifl H 1 " =20' V 1' =4' as 1 'NO DnIE• BY DESCRIPHON Plans Preuared Bv: • .� UNIVERSITY POINTE JOB NO BCALE PARSONS 16 BOULEVARD 1> }4DfiA RDY Prl 16.6- •_�.•' P,P��y!. BRINCKERHOFF CAD FILE PATH 'm)iii YS, '.. -L- LINE RCG DIG NOTiO N OF PREPARED BY CHECKED BY �� �' .•. �°• 3b 121 WE S I I RAVE S TREE I ' STA. 13 +75 TO DHB 672672D,5 SUITE 1950 CRIARLOTTL.. 26 CIIA RL 0 J +5O APPROVED BY DATE I)TT E� NC 2i{292 STA. 1 ' I ! / 067447 0 I 877.89 676 66\''\ 879.89 N \ \ O 678 $2 + O \ o � 681 22 � � '� O (183 .69 38 \ 683 39 885.89 68533 - 1 887.89 N \ \ 686 88 \ PROP :B - + _ \ - �. �" NCOOT 840 03 v� _ _ I 889.89 —. -UPS- 21 +00, 24' RTC 1 OO \ \ `\ GRATE ELEV 68897 IN INV 6154 47 B2 , ,1 INV Ot T BB44] 2) \ \ I \ 1 I I 1 \ I 68865 - - 68734 I rl o m> 0 N 58814 - - o II PROP + -UPBI II 22+45. , Br O ICV -TEI V 89(80 N 89011 ]9) INV OLT 69011 (8 1 ) Lr - PROP - 688 99 CB \ m NCOOi 840 03 - - -UPB: . 22 +50, 24' L 889.89 - \' \ GRATE ELEV 70097 � INV II 889 88 INV OJT 689 88 (8 (82) - _ 69094 -. P I:B NCDOT. 860 03 701.89 GRATE EL EV 97 00 _ INV IN 69672 (83) IW IN 689 21 (81) - - IM/ OUT 689 21 (7e) 283 703.69 i ! PROP : B NCDOT.940.03 -UPB- 22 +63, 24' Rf - j p N GRATE I:LEV 70201 - INV. Our 69776 (82) QQ � I N A v�, 69508 + - 705.89 0 -CAE: -UPB- kJ 73. 129 LT O , - ° \ GRATE ELEI' 704 18 O _ - \ INV OUT 8 +433 (80) M 697 92 707.69 I \ 70023 709.69 - -_ 702 59 711.89 705 34 713.69 (D m m I 70864 T 715.89 m `. I m 1 71332 n '\ 717.89 —n $NY -11 I0 -�1 71435 N .o � }—`� ;• 719.69 1 1F y jl 1 °see cn 715 20 D 1 + 721.89 Z oO 9� T 71505 C 723.69 7) 3) T 31 3) J J }7 D O D � JT 512 -09 -068 H 1' =20' v 1'.a' a0 DAIS BY DESCRIPTION Plane Preaared 64: SHEET UNIVERSITY POINTE .IDBNO SCALE ," '• - - - • 17 BOULEVARD PARSONS n3406A RDY FFn7Mn �_S. , BRINCKERHOFF CAD FILE PATH \ I...�, ny:i -L- LINE RDD DBG NA PfTIONOF PREPARED BY CHECKED BY .fy., ,� °•d ?,.• 121 WES1 IItAUES1ItE1:l CHARLOTTE. 26 STA. 19 +50 TO DNB 6/26/2015 SUI FE 1950 STA. 25 +25 APPROVED BY DATE CHARLOTTE, NC 2e292 - / O 9 O O O � IljnV V 071505 0 `n 723.88 \ 71800 \ 725.69 l ,ll 718 21 727.69 11, N �1 71903 + 729.69 O O 716 71 731.69 .Y / 2c 713 74 733.69 £S� F� 71219 735.69 i N •\ J 711 74 + 737.58 '•,� O O 71409 739.28 11 ,11 71545 a) 740.80 v' (n 1 W �1 71659 742.15 tl N CO 71759 + 743.31 - 1 O O i 111 716 49 744.29 717 74 745.10 T 1 a 1 U 71879 745.72 i �I N ' J (�J O CO 71950 1 I + 746.16 O � I � 71716 746.42 7 29 \ 74848 .5 i 1 � � a 72638 746.40 I I 1 m 1 cn r 1 W I O 72730 m + 746.12 m 0 00 i 72664 :9 I' 745.88 m n % 725 42 N 745.02 Tr V 726 88 Z 744.19 S< j 72858 + 743.19 O ;O 9 O O J1 O S O O J1 0 :I1 SHEET UNIVERSITY POINTE 51 JOB NO 69 I H 1 -SCALE 1 =4 18 BOULEVARD 173ao6A RnY Pn 18 n„� • � : P,p�;, P,. n CAO FILE PATH � l.':,'.➢: OF -L- LINE RDD DID CNO�T:y,, 'I�E2��TICN) PR STA. 25 +25 TO EPARED BY CHECKED BY 26 STA. 31 +00 APPROVED BY 67DATE015 pQ1 J k :,J 41. S S % 4 y�ix�s ,o s ' I I / III PROP HW NCOOT 83801 I / UPB- 30453, 7 i LT O TOP 726 71 INV IN 72290 (1 $2) I / PROP JB WRH MP NCDOr 84032 u % RIM + I/ RIM N 7 718.84 IW IN 72872 (113 INV OUT 722 99 i 130) PROP HW NCDOT 83801 -UP B- 30+82.86' W TOP ELEV 731 B IHJ OUT 728 132) J J J J J J U1 -P P JT U1 O U1 O LT O U O VO DATE BY DES RIPI'IOA I Plan) PreOared R1. PARSONS BRINCKERHOFF 121 \VLSI' TRADE S REEI SI11TE 1950 CHARLUPTE, NC 28202 J J � J J1 O CHARLOTTE. 770 765 760 755 750 --Zt1^ cp, � D PI -:8 +9666 —L— STA. 32+00.00 EL= 5342' EL.=738.26 K = 5 DS 30 PH EAD CONSTRUCTION 745 —1-- 2T.A.- 32=14200(7 E _. =737 2() TIE TO EXIST. 740 — Mll 1 ANII DLE"ID TO E<ISTING (3Y OTHEFS) -- — -------- 735 ---- - ----- 730 725 720 715 710 705 700 695 690 � 31+00 32+00 SEE SHEET 9 FOR -L- PLAN VIEW 33+00 END CRADE V6 BEGIN GRADE —RAB— STA. 10+00.00= cc = 4 —RAB— STA 10+ DO. 00= —Yl— STA. 15+04.80 —RAB— STA. 12+ 30.75= ELEV. = 682.69' 690 —Yl— t) A. -1 5 + U,do ELEV = 682.69' , 47 61 P1 - ID+ 00 E..EV 68 + 061 W 50' EL N 680 98' EL 6W 07 685 DS--'20 uPH P1 - 11.30 29 . - 140' El 680 2" K -23 D 680 8 -RAB- STA ll+Wl§= 675 SEE SII- EET 5 FOR CENTRAL ROUNDABOUT PLAN VIEW 10-00 1 -I 00 i 2 -00 10+00 11+00 12+00 —L— S' 8+2453- HZM GRADE —DWI� .05TH 11 +95 )3 EL 684.05 F;:DMt2TA 1�72 0 Q GRADE 690 _j -0— STA 11+77i3 685 EL M 69 W P1 11+50 M ADC EL 68452' vc= W Z UOU Ll 0 K 20 .. ........... a_ w IWO C < > 2 99 (+)2�00% W SEE SHEET 5 FOR -DW10- PLAN VIEW 10+00 11+00 12+00 CA 0 ii 690 685 W 11-- Z UOU Ll 0 a_ w IWO C < > + Z T CN W WO I.— U) > m cf) Z Z) 04 ,A 1 W Lo LO O O N N W W 41 OT O W O W O O W O ( O O O W 74611 i�D 5 -H D O O 745 44 r -< 0 745.50 O m l m I I z M II N� 41 --�0 I Z (f1 D z 744 74 1 J (n -o J 744.95 01Dp A+ � i U1 m (o C I O F- On I + m 60 74406 f r7 C) z 744.41 'I O D I O m 743 36 II oK 743.86 1 8; Si 74300 O 743.31 TO Q5 0 {,r y + ± D t I 74244 gs g 742.76 y p g � j y yA I O i J1 N � Gl 74200 742.21 i g >> 741 40 I 741.46 >, C N z + 740 59 O 740.36 O 740 20 738.94 A I I I � I 738 71 % 737.17 I / 73708 735.20 % I 1; W 73505 -� 0 733.23 O 730,54 731.25 PROP CBI j NCDOT Bi003 —Y2— 13P54, LT 7zela' a„ 726 50 729.26 I [ li / PROP CB NCDOT 640 Ol 724 83 . CRATE ELEV 1128 19' - 727.31 INV N 723 ii (3) O, IRV OUT 72x'05 + 71943 725.33 O A f > >' , ' Ye 70824 723.36 A $" m 9 END LATERA_ DITCH 5TA 14 +36 -12- IT O� m Zi ELEV= n O cn to 69816 T ^' 721.42 a 697 43 719.70 PROP CB NCDOT 84003 • -� -� -Y2- 15 +00, I T av I ELEV 71.191' N \ � I INV IN 71244 6) x' + 70451 5TA 15 +00 — Y_2_ -R�� �`7S `,ti `c INV DDT 7t22 O 718.22 N ELEV =7c 5 JU - •• \ +•• O NCRODOT 6B 4 0 13 -Y2- 15 +M, RT 11 1 �" 4(4) �: 2 � D \\ \ L O L I NV. OUT 7. 2.64 709 43 718.98 3 1 LATERAL 'V' DITCH �\ \ m STA 15 +50 -Y2- RT \ ELEV ='716 49 `7 \ 712 75 715.93 o� CO 0-) 0) J J J J J J J J J J J J J 07 CO co co O O N N W W 4N- W U1 cy) O (I) O U1 O U1 O (P O W O W O cn O CT1 O UNIVERSITY POINTE -09- SCALE D DAIL BI l DLKRIPIIOP Plans Prepared Rl. + SHEET 512 -09 -068 H 1 " =20' v 1' =a' „mvn,,,, ' 20 BOULEVARD PARSONS 1-406A RDY PO �N.nnn '� PA�OP,' }�� "' CAD FILE PATH .; �� C,;� r,% BRINCKERHOFF -Y2- RCC DEC NorAR�TION) OF PREPARED By CHECKED BY �'- .,.�.. \ °.,�_,�••' I 121 W E$1 1RAUE S 1 REE I ( *i T■ (�r��r�1�'- - 26 STA. 10 +00 TO SUITE 1950 Il STA. 15+50 DHB 6,2E,2D,5 + APPROVED eY DATE I CHARLOTTE, NC 26202 m m cy) 0') (7) m m CF, J J J J J J J J J O) (7) J J 00 00 C0 c0 O O N N C,J C,) O 712 75 Ut O CJ1 O CJT O U1 O CJT O O CIt O O CI7 715.93 @EGIN LATER,,L 'V' DITCfy \ STA 15 +60 - Y2- RI ElEV =718 73 71544 nl „1° 715.24 -o ”' \ q + + 71872 O 714.38 \ O i 721 00 710.24 of PROP CB NCDOT a 4003 720 26 C -Y2- 16 +50, R' O 714.10 C \ ~u-- -�-- -v - INv4 DUP 16971 6 i 9 72104 713.97 m In I� I J 720 77 p 1MA 713.85 l CD 72043 e�A 713.69�`* 71635 713.26 � PoOP CB I SSWWON DOT 14111 I�\ - 2- 18 +DD, LT G 7E ELEV 711 '.2' m IT OLM 708 49 i 715 65 712.55 1 ° `w N I (yam I g \ \� 00 71368 (may~ + 711.52x:;:: j PROP CB NCDOT 84003 18 +00, K GRAT GRATE ELEV. 1.22' 4' N 726 711 23 i =';J / �w !u v�F oo �7) 171 710.18 Grp INV IN 70749, (29) INV OUT 706 n9 0 = i 70813 708.54 704 84 3i 706.67 + 70319 O 704.80 f CD 702 39 F� 702.92 ry / 70097 701.05 �--i NCDOT'SQ 03 �.J -Y2- 19 +BO, RT �•i CC -P+d. �t�'�r- CRATE 6E - 9B 98' 1 25 9 � 1 E � % INV OlJ1 8! 5 DS 69973 899.17. co „> m_, o m i 697 66 + 697.30 (/J j tai m =V / PROP CB NCDO 844 03 69569 -Y2- 20+,25, 1077 RT ,`Y;iSh. ti-c� t', GRATE ELf/ 69560' O INV IN 69'131 (1U) 895.42 '- 7 ��. ��N INV our a 90 11 90 J W yqj 693.67 PROP CB �� J`I Ncoor Boom 693.55 GRATE ELEV. 889.49' O INV IN 68436 (1 2j 'u`/ INV OUT BB418 �I 691 86 PROP Co 691.67 1 GRATE 21 +00, R O� GRATE EIEV 6B! 49' ' / INV IN 884 ]e 1) IM/ 0117 684 56 N D �- 669 zo Z + 689.80 i 1 p < 684 19 687.99 0) 0') O (T 0) O 0) J J J J J J J J J O 0) J J 00 co CO CO O O N N C,J O (-T O (-T O Cn O 'U) O cn O O u O (P O SHEET UNIVERSITY POINTE 51JOBNO68 i .SCAEI�4 NO DAZE BY e UESCRII'IION I Plans Preuar6dRr: ` 21 BOULEVARD - °,'" P, " °P= PARSONS naanfiA RnY PEI n.n�� --. _ �J y ., - BRINCKERHOFF CAD FILE PATH aL� OF PREPARED BY CHEC ED BV (NOTE. T1011) PREPARED 1211VESI IKAUE STREET -Y2- 26 STA. 15 +50 TO ~.I,,, CHARLOTTE- STA. TC_ DHB 8/20/2015 SUITE 1950 STA. 21+25 APPROVED By DATE CHARLOTTE, NC 28202 i C) O m m m 0� 07 G) O J-) (3) 0-) J J J J J -P -pl ("I (-T m 0-) J J O0 co CO CO O O N 068419 01 O U1 O u O U1 O U1 O Cn O (-n O (_n O 887.99 Ix �' %y y 688.41 8 2oS. j e =9 67446 685.07 , " NCDOT 84005 7.1+80, u GRATE GRATE ELEV 68A! IW IN 67895 ( 1 U' INJ IN 675.89 (14) INJ OUT 67492 N 667 58 \ � + 883.98 CD 66071 683.13 NAsP9 ���� III X ON ' \.�/ 66715. —� 1, CB NCDOT 84003 669 46 t r PROP veT 2b +00,, T I jj 662.14 , �\ \ INV IN 80719 -(15'' \ IW NV OUT 87689 I x�z � 67609 \... 0 682.01 ' NCDO mil m 1 CB NCDOT 84003 -Y2- 23 +00, R :NV I E 77 861 72' ¢. 9. GR IN 677 58 8} U v °'9^ n \ IW OUT 877 38 67734 662.12 o l67917 a 882.47 N 676 89 683.06 MUM + 67812 0 863.89 'ft' O 67957 684.96 I � 68224 686.27 \ 68804 ' 687.80 I" N 1i U' 68910 �� \ + 889.32 V PROP O � NCDOT C840 0� 25 +1513 13..19' Rr Iti =A."" �? �: ?`N�; N�NN� VAAAA \VAAAVAVAAA� UR7 — i lg9 7s 4 Iw. IN 67931' (17) 68943 - 1{C INV OUT 679.1 690.40 k "\ i w-ps F` x XWX 68932 cn I S9NiPo 690.97 m oll, � 68969 m l X ' 691.01 m ga u N W �g 68953 4 ��VAAa 0 890.53 Z A O 68931 ° \1�I 869.88 O PROP CB NCDOT 840 03 GRATE ElEV 688 63' \\\��\\\�\\\y� IW IN 880 70 (11 68821 N INV OUT 66050 \ \`l \\� D 687 91 687.98 \� s J 68678 .��. + 887.39 O 0) 0-) 0) m 0) 0) OF) OF) cy) J� J J J J J 41 -P UT Ln OF) J J co (DO c0 CO O O N O rs O UI O Ut O (_n I O UI O U1 O Ut O / SHEET 512 -09 -068 H 1 " =20' V 1 =4' •,••• 1 ••I NO DAIE BY DESCRIPTION Plal15 Prepared Rv \ UNIVERSITY POINTE ICE NO I SCALE . ��•,P.,O'.... PARSONS 22 BOULEVARD 173406A ROY Pfl27tloo ; �, PA9�P,: GAD FILE PATH BRINCKERHOFF OF -Y2- RCC O6c NOTI`E2� TION) ` 26 PREPARED BY CHECKED BY r,d� 121 \VE51' I KAUE S I KEE STA. 21 +25 TO SUITE 1959 CHARLOTTE. STA. 27 00 APPROVED 6,'A'TGE 5 r\ + APPDHB BY DATE CHARLOTTE, NC 28202 m O) 0) m 0) 6) 0) 0) m J J J J J J J 1 N u (-1 0) 0) J J Co 00 CO LO O O N N W J O 686 78 W O U) O 0 O U1 O U1 O U1 O U) O W O +O 087.39 O I `i Q ^ PRO' C8 u°i�'c �"v_ �� NCD 1T 84003 68487 4\y \Z I . �� 1 A 1 -Y2, 27 +50. LT 687.08 m cRA' E¢9 60 70 p ��mm+ OUT 68195 O 685 62 0 - L888.98 PROP CB NCOOT 81003 _�_ � GRATE ELEV 688 l 0 INV P 88195 ((2 1) INV IN 68175 (18) 686 20 S? I INV OUT 681 75 eazls co 0 Ali sas 71 + 8e7.53 CD 1 \, 68756 � k� 688.18 1 68888 689.04 69019 690.10 71 3169• m� RI 88756 (1048 IN 6a8.84 (106 i \ ,\ W OUf 866.84 \\ \ PROP CR 691 94 1?1\ •\ NCDOT 84003 - 891.18 GRATE ELEV 890 8" N O O PR )P C8 NC )OT 84003 11 -Y?- 29 +00. 0 - 693 75 Q I GR ATE ELEV 690 82• N 892.28 ..., -xr688 98 1 . N INV OUT 685.75 � 1 o � mi>1�z i mIu�0 ' —D� >'D m co O W m O 7 c7 + — O O �- O �r r II rD N � I i I I I i I GO m m cn r m m w O ' i N 1 r D Z I G I I O) m 0) d7 m C) M 0) (7) 6) ICJ J J U1 UT 0) Q7 J co 30 CO CO O c) O O O UT O JT O (i1 O s O CP O UNIVERSITY POINTE 51 2-09-068 N0fi8 I H - gCALE' _41 0 DATE '8Y DLSCRIP,'ION l 1IBR, PECOAEBd IS,': \ SHEET ,r.rrrrrrrrr I +1 PAIM� 1' 23 BOULEVARD �o......... N ., ,7.lanfiA RnY vPi 73.no� ` � = PAS �P:: CAD E�LE PATH at BRINCKERHOFF RCC DIG Of -Y2 PREPARED BY CHECKED BY Nor ' n� HMV UR�yT��N) 121 WLS I' I KADE S I RLE l 26 STA. 27 +00 TO -:f�` CIIARLOTTC: DHB 8/2fi/2015 .rr,,,r�,.r..`��` SUITE 1959 STA. 29 +40 APPROVED BY GATE CIIAII U(1TTE. NC 28202 L'7 725 725 t S 720 720 V BEGIPJ CONSTF UCTION 4 715 -Y1- STA. 1C +60.00 715 LL - LL. _ /UU.Sti _... — Q g cc = z s C CS Z 710 BEGIN nRAnF 710 a `� a ..........— -Y1- STA. 10 +$0.00 _ -_. _.- — .- -..... EL = 699.67 MILL AJD s �Z BLEND TO _ _ Qm ' ` u 705 C311GTIr,G 705 PI - 11 +8000 - -' EL - 895 25' VC - 110' K =96 700 - DS - 50 MPH 700 o PI = 12+9010 EL - 689 75' K - =181° 47 49 32 46 48 O 33 34 695 -� D5 = 70 "P" 695 & b 31 ° .. aate�, e $ 1 ° r r n^�'o nmJm Om EEL. fi8426 nJmap ° 6e1D mm< moS 5 ., 690 DS .. 45 MPH n - 5 f°m �+ 5 ° mW� `�_ alk'° �8i�� inu!�- Ik, '��o: ° -Z° ms oolk' ° QF I�?° 690 rl ' a=- =O 1 J9= _ o S & c Z3O 682 69 - i I 7S PI TS °110 �� DRAD EL 685 z e 685 z ND R DUNDABCJT SEE SHEET 21 R)UNOABOUT F- __ LANE FOR OUNDAB LANE IIFTAIL °U p f iiiiifrirf __ 680 MARK STATION OFFSET ELEV TIDN DESCRIPTION r / . / �i/ • •.f 'OLF OF ,P RCP T- ;�___ (~ 2.00[ SOFT DIG LOCATIONS r -- -- - -- 680 3 14 -7529 28.13 677.08 12}' DIP WATER LINE {;. /f ,,.� "' o zrz - WND_ __ ________ _________ 4�q`••w-}N6U �:�•• � V 60 O 95OF 1.°" RCP 28 J82-611 54.95 87633 C PIASTIC GAS LINE �,�t,6 28 74.19 6629 874.17 4}' 'TEEL GAS LINE �!0 75.85 25.87 878 43 2 }� I LASIIC FlBER OP 1C CABLE L = 680 20 SELF OF 15' RC 675 42 64.24 40.77 7/' f7� X 0 225 675 �.'� 15i,�Qc ls' F..P ��,j.�/d3 /� // O 4208 -. ij �' �:.L�1� ✓. /i/ 'f j/� /�B�O�X % /Y ,r ✓i i.,I 46 14-79 30 33.78 876.B3 4}" F LASTIC PHONE LI[IE / �1�1✓L/ �/ _G (� \9� 56 15'F7213 65.79 877 41 2 }' F LASTIC FIECTRICI L LINE - -( , NOTE SCFf D LOCATION! R U FOR LOCATION N[ ONLY CONTACT CARDNO FOR EX/CT LOCATION ANI ELEVATION - 670 670 665 665 - 0 d 660 660 LLI H 655 655 0� Oo aQ �+ }> +,-o 650 SEE SHEE- 4 & 5 FOR -Y1- PLAN 'VIEW 650 �� ? O< a r W q� r a m N �IpA O O N O O n 100 m p hi N N n O n p n 10 n oO O1 W O c c/) 0. h n 93 N N D Q > Vf) O n n io m m N m to m tD 10 m b m n 645 - -- - 645 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 o� 0 N N � � l 720 715 710 O s Z 705 Z x F Q� �mU 700 m 695 0 690 END CONSTRU '-TION ° Yl STA. 16 +85.00 685 680 0 -- 675 o.¢ -- --------- - - - - -- - ---- �--------------------------- - - - - -- den, �,, 670 'u 6650 660 o 0 0o a 655 LU H Z �Q o+ SEE SHEET 5 FO R —Y1— PLAN VIEW 645 c )J }�Q W0 �(/J > ED 640 N ° co �� I 720 " 715 710 705 - 371 700 "s nill ..M 695 36 3s END GRADE -Y1- STA. 17 +25.00 EL. = 6 7.33 690 5 . S PI = 16+0764 na 0o a a o 1181 u 3r�, EL - 6798 0' 685 1115' LANE 4 - 16 +60 00 )2M% 1 - 676 48' /C - 100' 680 )S -155 4PH _ _ MILL AND OVERLAY - - - ---- --- - - - - -- - - - -- -- -- - _ - 1 77% --- ------------------ ------------- 675 = -- -- - - - ------------------------ - - - - -- - %Tl7JJTill/ �: ALP of OF „6/ 4' 12 X 42• RCP �3u Feox4r RCP 670 19LF OF 42• RCP O 0 94S I SOFT JIG LOCATIONS IMARK STAI ON OFFSET E-EVA71ON DESCRIF TON 665 I 5 16+71)37 23.31 t 7217 12}' DII WATER LINE 24 16 + &).73 1503 (74.63 4}' GA' LINE 41 16 +62.07 25.61 174.10 2r FIBPR OPTIC CABLE NOTE SOFT DIG LOCATIONS FOR INFORMATION ,7NLY CONTACT CARDNO -FOR EXACT LOCATION AND ATION 660 655 650 645 a n n o m 640 m m m m e ro m e o e e - 16 +00 17 +00 18 +00 19 +00 720 715 710 O s Z 705 Z x F Q� �mU 700 m 695 0 690 END CONSTRU '-TION ° Yl STA. 16 +85.00 685 680 0 -- 675 o.¢ -- --------- - - - - -- - ---- �--------------------------- - - - - -- den, �,, 670 'u 6650 660 o 0 0o a 655 LU H Z �Q o+ SEE SHEET 5 FO R —Y1— PLAN VIEW 645 c )J }�Q W0 �(/J > ED 640 N ° co �� I 730 -Y2- STA 13+9300 - DWI- STA 1013000 L 72573N �� DWI10 +1000 EL 7725 �SA 00 =72533 - 2 �)2 f LIST GROUND - -, PROP ENO GRADE — DWI —IA 1'L +02 720 \ EL ]153] EL 71 6D 47' w 6K_ 13 DS - 35 MPH r�)5 SJODI 715 710 10 -00 11 -00 DRIVEWAY— ENTRAI'dCE TO VHS (DW1) ( —Y2— STA. 13 +95 00) 670 —L— STA 13 ±96 9 i- PI 10 +Z 00 —DMZ— STA 10+D I DO EL - 664 16' EL 66463 665 wnw� END GRADE I —U W2— STA 1143455 EL 666 30 END CO ISTRUCTON 660 —D W2— STA 11 +4455 EL 66630 10 -00 11 -00 DRIVEWAY— ENTRAP CE TO VHS (DW2) (—L- STA 1.3 +94.04, RT) PI - 10 +: 3 25 EL 695.10' PI - 10+24 00 WA EL - 69527' —L— STA 21 +733'.'= MATO,1 EX PAVEMENT —UW6— SIA 1D+D�DD END fiADE 700 EL 695 55 1 �1 — 10+35 50 PI - 10+80 00 -D 6'.1612A 10+67 46 505 i _ C - 20' N'. — io' se — 4 K = 13 BLGIN GRADE El IW6— STA. 10 +2151 . 6951} 695 MEOW — 2 OOX ovro. GRAD _ 0S 60a O 690 685 10 +00 11100 DRIVEWAY —DUKE POWER A _-CESS (CW6) ( —L— STA. 21 +73.32, LT) 12-00 730 695 —L— S ^A 8+2453 - -0WI0- STA 11 +9573 690 BrGIN MME EL 66 .05 -0WIO— STA 10 +72 10 oao cc I-I U (i1 I 1 683 SS TA 11 +]] : 3 El 603 69 PRpp PI - 11+5000 �'ApE EL - 66452' K - 26 685 ( +)200X 680 10 -00 11 -00 12 +00 DRIVEWAY — ENTRANCE TO VIAL CE (DW10) ( —L— STA 11+9572) L'a F • I O� Z x /p� E QiL �mU �z 0 r= '0 (�yI.,j W Z D aQ Qw �w wLL fro EE()� w0 0a >00 Z Z) CO Cfl = N 0 N le B • Al U) m m cf) m m m --I cn m 0 :14 m 0 OD 90 m 0 to -n 0 X m x 0 U) 0 0 Z 0 r- I z 0 Bom m cn m f f G-) 90 m z m A 8 F cn m If m 0 > Z 0 z ll Z rri om M C > CC) `i ill z gq ki A' i A 1Rt� A I 4 4 . t X""' ..'. III-, P-p—d It, EC1 -Y1 -IBM DRIVE 1 16".&41 UNIVERSITY POINTE BOULEVARD PARSONS CAO FILE I-H I MINARv BMCKERHOff lfj' 101 WISIRUCTIUN OF — c CLEARING AND iPAAE0BY cmecxw BY 121 WEST TRADE STREET EC 9 EROSION CONTROL SUE 1950 GRUBBING PHASE ldll?l" IT —ROVE0 BY PATE CHARLOTTE, NC 28202 CHARLOTFL- N PROP. TEMPORARY ` DIVERSION 2GA 411 > WITH 150 UNER SEDIMENT TRAP 07 CLOG 30.01 PROP. TEMPORARY �' p VJ. DIVERSION M 170 SEDIMENT TRAP OB -9 WITH Rou.MAx cLns 30.01 ••:. PROP. TEMPORARY - MOP. TEMPORARY � ' DIVERSION 1]A � TEMPORARY — 575 CANER ^ \ WITH 0 LINER- SILT FENCE (iW) ze if OF 15• l7P LIMITS OF DISTURBANCE SC150 LINER CLDS ��' — — — — — — M 070 AC C W — " _,_ r ` sEDINENr TRAP m � 9 si u _ d ` J! O` w C Z SEDIMENT NEAR .STS 0] ro ` %� \ E ' b N7 .. _ _ F CATCH C� r� —.7 -T �� CLDS 30 .1 _ �_ - _ ., -. •, � ., µ _ � �_ - - � ..- �, ,,.�'�'..r -rte' V 3 v u pZ TIP- •_ PROPOSED CATCH m fir_ PROPOSED CATCH BWN _ ". - INLET PROTECTION N INLET PROTECTION _ ~- CLDS 30.15 CL ITS 3AS r m lM ... p" • r PROPOSED CATCH BASIN DA - 031 AC - -I r INLET PROTECTION 4� SEpY[M TAR DA • 0.42 AC D P it ,---✓I SEDIMENT TRAM CLDS 3D.15 Z ~�y��" _ SEE "JAMES G. MARTIN U) - - / - - - - - - - - - - - - - - DA • 7,90 AC MIDDLE SCHOOL PARKING SEDIMENT TRAP 11 \ _ — — / PRDP. TEMPORAR ` SEDIMENT BASIN FAST IMPROVEMENTS UNIVERSITY CLDS 30.D1 — —' \ DIVERSION 23 — SEE SITE E/C PLANS -_ PROP. TEMPORARY 24 PROP. TEMPORARY ,� Y2'�RA'" \ \ - '(� w "N RODUAA" PO NTE BOULEVARD" PLANS 5150 LINER WITH RDUNAX MEN HA(Zl,v1'TPO) WITH ROLLYAX ' FOR CONTINUATION OF EROSION S]5 UNER SILT FENCE 06B 575 LINER SE0111E� tea' CLDS ]0. JURISDICTIONAL. wETUND DO NOT DISTURB AND SEDIMENT CONTROL MEASURES - SEE SHEETS EC5 & EC6 FOR EROSION CONTROL NOTES & DETAILS PROPOSED CATCH BASIN \+- , V•�\ O INLET PROTECTION lJ L) , CLDS 30.15 SUDS W. TRAP OH RETAIN EXISTING VO O ' CLOS 30.D1 DITCH W/ RIP RAP j O —ITS OF DISTURBANCE ... - o► — , ,�..: , � �( �•; 9! PROP. TEMPORARY O D1ERSxm 2, WRH Rol v G - PROP. TEMPORARY Z S150 LINER '/ /J� _ DIVERSION 26 �� \\ Q SALT RFENCT`E (�TYR) WITH ROLLYA` \ CLDS 30.01)A S]5 LINER \ ` PROPOSED STABILIZED I+ROPNSELD PROTELRION CONSTRUCTION ENTRANCE aos 30 nA \ ` NCESCPDM 6.55 Dlp.r 0.70 AC / DA . 0.25 AC SEDIMENT IDS 3001RAP 12 SEDIMENT TRAP OB SEDIIENf TRAP OD \ C\ •/� _ I _ 0 F „\ \ V v • PROPOSED GTCN BASIN W INLET PROTECTION - NCESCPOY 6.54 / v� F S / ••/ ' i m o SEDIMENT BAS A E E m v ,. 0 PROPOSED CATCH BASIN / I INLET PROTECTION �.., �.• I \ ✓ < O CLDS 30.15 \ _ �: q \\\\ co PROPOSED PROTECTION BA WITH OU-MAX M( CLDS 3D.15 ] DIVERSION 25 CATCH PROP. TEMPORARY' -r \ \\ \ 5� UNER R \ GLOS 30.OIA DA . 0.54 AC r C'/^) .• PROPOSED CATCH BASIN SEDIMENT TRAP 12 I INLET PROTECTION \ \ \ Z V / \ \ � cn z a SEE "JAMES G. MARTIN I NCSCPDN 651 Q= • MIDDLE SCHOOL PARKING I \ \ \ D� ° / Wm �n- IMPROVEMENTS UNIVERSITY w ZCD PROP CLEAN WATER z L Z POINTE BOULEVARD" PLANS o \ \ ` \ �'` �� DIVERSION i Y05 Lr FOR CONTINUATION OF EROSION I r / - - - - - \ \ - _ `��YD� WD �Z Qm AND SEDIMENT CONTROL MEASURES I G \ 1 PROP. TEMPORARY m/0 Wm CUDS 30 DSA CL PROP. CLEAN WATER DIVERSION G4 (V dj WITH ROLLMAX S75 UNER w U U \ W W / SEDIMENT TRAP O1 SEDIMENT TRAP O2 CLDS 7001 CODS 70.01 ' --- I PROPOSED STONE PROPOSED STABILIZED INLET PROTECTION CONSTRUCTION ENTRANCE CLDS 70.08 j CLDS. 30.1M j% LIMITS OF \ r /V J PROP. TEMPORARY I 1 PROPOSED CATQt!.BASIN fNSTUR &ACE .. /r \ `\ '� .q� DIVERSION 03 1 1 N LL INLET-PROTECTION '.... �•� - INLET'I -., -. / r • ♦ "" PROP. TEMPORARY WITH NAC P30D UNER I 1 ' " CODS 30.15 :'� I ♦" �E° DIVERSION 02 1�� . wnN NAG P700 UNER l— � "•'t c � 1' i - _ / rt ��= PILOP. IELFORVlI O+ m !\ Dr+ERSION W cr 9 DIVERSKIN 01 p a WITH NAC 575 LINER DA • D.81 AC M - 0.82 AC PROP. TEMPORARY ' SEDIMENT TRIP 02 y F g F 1 c F SEDIMENT TRAP 07 DRN. DIVERSION 17 DIVID E QYPT oMEA 1 m ,L v VFI ) j '� WITH NAG S75 LINER J/7 a' �S ' �_� -- -- -' -� ROCK PROPOSED CATCH BASIN (7/p) - -\ / PROP CLEAN WATER `- 'CLDS 30.15 - 70.10 PROP. CLEAN WATER DIVERSION O2 -� PROP. TEMPOR!�A�ReY PROPOSED STONE, � DIVERSION 01 WITH NAG P300 SILT FENCE (1YP) INLET PROTECTION WITH NAC P300 LINER CLDS 30DSA CLDS 30.08 / - LINER - �' PROP. TEYPORAM STREAM CROSSING . WITH 25 LF OF 2 -24" HOPE PIPES O 2.004 - PROPOSED STONE CLDS 30.14 \ . INLET PROTECTION SEE OCTAL G CLDS 3D.08 w \ SEDIMENT 0°5 ODS}D01 SEE SHEETS EC7; EC8 & EC9 FOR EROSION CONTROL NOTES & DETAILS zQ 0 \T PROPOSED STONE O� .. CLDS 30.08 PROP. T 16 LINER INLET PROTECTION a z �••.. PROP. TEMPORARY WITH NAG $73 UNER CLDS 30.08 �¢ O . > DIVERSION 15 WITH NAG 0125 LIVER � SEDIMENT TRAP 04 - , - • `•/ CODS 30.01 PROP. TEMPORARY 14 \ - DIVERSION ER W , ] 1 I \ Q NAG `_5130 LINER , • Y .. O > ,� O PROP. TEMPORARY \ .1 PROP. TEMPORARY SILT FENCE DIVERSION 07r CLDS 30.OM N 1L ` /✓ WTFN NAG 573 LINER PROP. TEMPORARY ,. v.; �' _ DIVERSION OP ` 11 f.i •�SEORIENT TRM 03 o,. \• \• \\ CONSTRUCTION E�CE WITH NAG S75 LINER POOP. TEMPORARY 1 A ,�• ! . C1D5 .11A PROPOSE �11 PROP. 94LT FERA�CY_... DIVERSION 11 M g• is! I 0R%1WLS AREA �. A OLDS 30105A WITH NAO S75 LINER \ ',I f - . -.... l DMOE (TW) \ LIMITS: OF 11�I. •�• � \ - _ l.;t dST1RBANCE ♦ i \,\ . D PROP, TEMPORARY NAG. i•'• "�' WITH 575 LWER - -- _- - - �i• . . '�• •. OA 070 AC AC i i d•s - SEDIMENT TRAP 06 1 CLEAN WATER DIVERSION 02 ` R POPROP. D 1 TEMRARY j4 , \ . ` .,\ - __. • - m —1 I DIVERSION 04 n � rrH NAG s75 • y ,. II LINER '��. _ \ u r 4 f \ 1 :� ✓�+ "�r , PROP. CLEM WNLII/ - � �� o D Z - .i• ` '- DIVERSION 03 �•. _ i �u `` `M1 •' •�• `� \ /'" Nr WITH NAG P17f^ \ a m0 O (1� •� '\' 11 f� LINER LEGEND •�� M� , 1 `' , - _ `! c «s..- cw, -fw.»— CLIHVE sio±R /. PROP. TEMPORARY SILT FENCE I-) ONERSION /� O WITH N 1171 Ul - v ru- ► -I��- LATCHBAS N � ui L jj.� WITH NAG 575 UNER 1 r, CLDS }O.O6A C T / rT' - - - -- 61�'- - E y� INLETPROTE TION PROP. TEMPORARY I �\ OO Q< PROP. DIVERSION 10 1 _ - O STONE INLET BOTH HAC S75 LINER I PROTECTION 0B (n TH NAG S75 LINER PROPOSED STONE TEMPORARY ROCK I 100' DORY CICIX INLET PROTECTION ® O II / WITH NAG 5755 LINER 311M AliFER CLDS 30.08 CHECK DAM T TB1p:ITMRI,TODI \ EwOR ERNTRAWSERUCi ON UVJ �z t CLDS 30.10 tarp) m O `1 4RW BUUERREEN \\ PIPE INLET PROTECTION N W <�c V M DRAINAGE BASH ONpE > , J / \ - - - - - - - - - U-S OF DIST -BANCE Q �L.1L TEMPORARY SILT FENCE T) r co 0) ' 1 ' I I � Jtf i U) m m U) m m m --i U) m 0 4 m 0 00 Qo m 0 co 0 ;u m ;u 0 U) 5 z C) 0 z 0 r- z 0 m cn 90 0 m F cn SHEET EC4 OF EC9 I it • 10c, m m m z 22 4 0 1 M MEN IN®R KIN< 110 10111" f N - " a N O ­ UNIVERSITY POINTS Plans Prenaed Bvt 0 < —Y1— IBM DRIVE sr, BOULEVARD PARSONS CAD FILE PATH (- i—, R � L I M I NA 13, y BRRWKERHOFF `N6' I OP LLA IS TRUC 11011) PREPMEO 81 CHECKED lsr 121 WEST TRADE STREET FINAL PHASE I- EROSION CONTROL SUITE 199() GLWLOITL� APPROVED By DATE CHARLOTTE, NC 23202 100, Ig J., �00 19 4 M MEN IN®R KIN< 110 10111" f N - " a N O ­ UNIVERSITY POINTS Plans Prenaed Bvt 0 < —Y1— IBM DRIVE sr, BOULEVARD PARSONS CAD FILE PATH (- i—, R � L I M I NA 13, y BRRWKERHOFF `N6' I OP LLA IS TRUC 11011) PREPMEO 81 CHECKED lsr 121 WEST TRADE STREET FINAL PHASE I- EROSION CONTROL SUITE 199() GLWLOITL� APPROVED By DATE CHARLOTTE, NC 23202 100, i u � \ 4 -� PROP. TEMPORARY D6ER810N 20A Loor SCI ONERSION 2 ` fr / \ _ SLOPE MATTING TEMPORARY ROCK - [POP ROLL , �`,A. • _ - 16+70 TO 17 +00 CHECK DAM (7YP) SC150 4NEF} SLOPE 14 +4422 70 16+00 RIP RAP APRON PROPOSE CATCH BASIN CLDS 30.10 C- PROP, TEMPORARY OUTLET 069 pp INl4T PROTECTION-- SEDIMENT TRAP 08 DNERSKk1 1BA _ CLDS JO:,S CLDS 30.01 WITH ROLLM SEDIMENT TRAP 07 PROPOSED STONE SC150 LINER PRO►. TEMPORARY CIDS JD.O1 . 1 SLOPE MATING - LIMITS OF 18 +00 TO 21 +00 ,/ DISNRBANCE INLET PROTECTON 20 LF OF 15' CMP � � Qx - PROP TEMPORARY CI.DS 30.08 PROPOSED CATCH BASIN — — — — — — / i DA - 0.6e SILT FENCE ) .INLET PROTECTION - �/ ;EC. T., ` O CLDS J0. � CIDS 50.15 PROP, DWOMON CO r — — — — — PROPOSED STDNE CLDS. SD S C-4 9L Z f*I PROPOED room ram ow promom s -- - 'SEDIIIENf BASIN EAST t SEE SITE E/C BIANS y irory,m �. .- ` p - - SLOPE WTIINO 1S6 W�TO to 07 .- - ++s -u9sbe SEE "JAMES G. MARTIN I,w. TEMPORARY PROPOSED W CATCH i �_� � ' / MEW BASIN LIST MIDDLE SCHOOL PARKING DWERMN 24 OLDS 30.15 ' / _ _ 165L+0000 70 1y1N6f.25 ` — �� � -� E/C IMPROVEMENTS UNIVERSITY WITH RDALMNf SEDIMENT TRAP 11 — •� -`.tY PROPOSED CATCH BRUN . OUTLET 052 I POINTE BOULEVARD" PLANS 575 LINER CIDS Jo.01 :�� '� DS 301PR15 PROTECTION - °R°P'E"PORA'" FOR CONTINUATION OF EROSION -. MK.H 14AZARD JURISDICTIONAL WE7lA1RR, � '� APRON sILTC Do NOT DISTURB _� 01"Li' �°2 '/ AND SEDIMENT CONTROL MEASURES SEE SHEETS EC5 & EC6 FOR EROSION CONTROL NOTES & DETAILS w PROP. TEMPORARY �0 __......_ .- 'TIM DY X19 L+-I IINTH cm S73 � a� z PROP. TEYPOIYif! WINS1o1F 2a i " �S ROIl1Wl �. ' - RETAIN EXISTING O 9C1e0 lBQ °� . ., GPROTECIgN I •• DITCH W/ RIP RAP O ZO �> TEMPORARY ROCK CLOS .10.15 CHECK DAM (T7'►) yk•••a_ Z•� CLDS 1 •f ` ° -Y r �. PROP. TEMPORARY /`� LI � DNERSION 21 O - / f WITH ROLUAAK F L' �•"'- �.., �.,i St50 LINER wm �•• ` Q: 'iy ^ `© ' /' - PROP. TEMPORARY PROP. TEMPORARY �,.• /'• + O SILT FEN 0CE ) LINER CONSTRUCTION ENTRANCE Y// - C/ •� /• cLOS JO.OW wTIH RO1L PROPOSED STABIUZED SEDIMENT 0.25 RAP 12 CADS JO.11A SEDIMENT TRAP 12 2 ` PROPOSED ROCK PIPE , CLDS JO Dt SLOPE MATTING �A DA 0.75 AC - �/ `" SEDIMENT TRM DO` INLET PROTECTIO N RV RAP APRON 2B 59 TO 32 +00 L NCESCPDM 6.55 W'rr 01W PROP. TEMPORARY 2s i PROPOSED STONE v • DNERSION ` '\ �i 9 \ / WRH ROLLMAX , CLOS JRae Y / -PROPOSED S75 LINER \ / CATCH R - PROPOSED INLET PROTECTION BASIN M k \ / RIP RAP APRON NCESCPOM 6.54 INLET PROTECTION - (r OUTLET 0102 _ ' NCESCPDM 6.54 .- O SLOPE WTTM u . ^ 25+60 TO 26+10 PROPOSED G1G1 BASIN m INLET PROTECTION NCESCPDM 6.51 ' O G -6.83 AC \ �• Q SEDIMENT BASIN EAST SEE SITE E/C PLANS PROPOSED CATCH BASIN INLET PROTECTION - PROPOSED CATCH BASIN CADS 3875 INLET PROTECTION } CLOS 30.15 SEE "JAMES G. MARTIN \' \ \ / �� Q MIDDLE SCHOOL PARKING x1 +29 m ze +5o. \ i SLOPE MATTING LU IMPROVEMENTS UNIVERSITY j \ 1 29 +907031 +5D POINTE BOULEVARD" PLANS / \ CATCH I ` F'' Lo`NERSOLEM 05 "TER Z~ J `,� ',,.�••1�,= \ \ WITH ROLLMAK FOR CONTINUATION OF EROSION �`�r HD�� - -- \ \ IINNcEPROT6�� S75 LINER �Z_ AND SEDIMENT CONTROL MEASURES -.'J/ T — \ \ — _ =—�. PROP. A TEMPORARY Z_ LT FENCE (TYP) C/L1J /O^ OLDS 30.DM, LL LL LL r� PROP. CLEAN WATER PROPOSED WITH ON M INLET TECTION S75 LINER Vt PROMSED NCESCPDM 6.SS PROPOSED ROCK PIPE I S75 LINER CATCH BASIN_ INLET PROPOSED NIET PROTECTION NCMC PROTECTION .55 ROCK PIPE NCESCPOM 6.54 INLET PROTECTION I O (}� NCESCPDM 6.55 PROPOSW f``+ o /l! U IN MC PROTECTION NCESCPDY 6.St M x W W T M ■ 0 N _diS 39JI�NpidW _ / 3nOgd 335 05 +0Z a ole/ s I ; v \ N •I N. 1 � I SIB �� \ o cn rn 'Imv f I co 3 \ / I ♦ Z � f JJ TR 59 - . , , zsP� , II 1 •.8I '• •}. � � I � m I i 1 1 , i rr' I u e 9.6 cn c. I l Z s; C7 ss, i -- . 1 ® 0 o �( ! i 1 r I � I GM) z O _ s RR4 s , 1 5 +OZ `d 1S 3N��Np W Y r 335 0 \ Mp�39 i -Y2- SCHOOL _,tiH RC ALE UNIVERSITY POINTE q'm r''R "` • EC6 ACCESS ROAD an ±B - BOULEVARD PARSONS CAD FILE PATH i - I n l N n BRINCKERHOFF PREPARED BY CHECKED BY 121 WEST TRADE STREET EC9 FINAL PHASE EROSION CONTROL SUITE 191.% CHARL0I11- APPROVED e• DATE CHARLOTTE, NC 28202 a a 7 NATURE AND PURPOSE OF CONSTRUCTION ACTIVITY :JL _i' �LE I�A-S --ill ,- T- 1 1: AVI lfl 1 ' 111. ::Z.TIC. I IIJ S. 1,1­_ j T-- EROSION CONTROL NOTES I I .,;.I I . I I IF - �.DNIRU A )', .,R A41 A� W I 'j IA' I/ III 111 I 'Pk: A I :DIII+CL 5 k U, '_ :,1 111_1 t__ 11 An 'IN I 111 1 11 A 11 S W L g, I ?A1 \ LC A 101 1, 11 IL A 11 , I All 'A' .1 M, UI H4\ W .1 A1-_ 11' 1--, Ill -_1-*11 -Il� - ,, 4-, T. (I. IZ I - \-,-AS --rv--. %-, ­w, mr-5 . 3 ^,7,\TPn mr,s,.Rr= 'I F111 11 1 11 I' Al M,­ I I I%;1 '11'. .11, - ­b 'Q,Ip 711—. Tr­ I- F1 5. AL . I . , LII —1 4 k I 4L- j-_-_DL1 . I . I I F TW _GI1 "I I I A -1 P<111011. STAI 17-- 'Ij r I r _f, A I CONSTRUCTION SCHEDULE I 1. 1 11 1 Al , 1. 4111 IHI I I I A I 7 H1... 'Nr A--I -11FR RF 11_1;; LL'- •0, I'll. N1 A 1 —1- 1 11 1 \-JCT Ilir I T LI .',L- Pf`f —1- 1_ IL, -11 L e-_LH I_IAL_� ILL z" MAINTENANCE PLAN 1 I I'll I HI I "I I'd., 1 11 1- 1 1 1 11, 1 .1 "1 1, Al I : �'l 1: A VEGETATIVE PLAN IE: E E 7�- I '<S- PLA S D,: 'C T-: lE� 01 -E .,'.TM W , T, I—P, 1-: "r 11. —AS F f. H 11 Uty, do A CIA. L 11' 11 - I'A I 1 11 -11 Ac� �J%J_ A. Ln _130 z 1-uEll '.L.- J1 F-PPC--- SOIL TYPES: IT NC svrro.1 Description ILANU )EVE101'11F11"�T111AID11 INCLUDES CHARI)Drn ETJ C.82 Ced] sandy dal, I.arr, 2to 6 percent slopes. moderately eroded CoCT2 Codisanclydavlow stols percent slopes rroderatelVeroded En' Ced] -Urbari land coitipliNi 2 to 6 percent slopes InD .En -sandy loam 8 to 15 percent slopes W. B Helena sandy loam p":II slopes MO o-1 31.2,. n, flooded I. I. - I Pt sandy 15 N. 25 pf.rrem Sim., loam l WWkEl 8 to Is P—M sloslopes .P Wwl' Wilkes IS to 25 percent slopes SOIL STABILIZATION TIMEFRAMES i? I F,T1 W , 14 11/r — F)K­. SVAl F%. '.II.. - -c C, tom. Uty, do CITY 7. Ac� �J%J_ A. Ln _130 z OAY, I A IT NC — , 1-7 __T1'1101=rrrL ILANU )EVE101'11F11"�T111AID11 INCLUDES CHARI)Drn ETJ ' ,I F I A, F01 4 Q I" NI I E S S_'fl:� F,A-7[r -r "I n A Vin -. AN •'OV, I"\- CITY OF CHARLOTTE ob JLAND I)FVFIX)P%IF,,T STANDARDS I( 71117L INCLUDES CHARLOTTE ETJ • PITY OF CHSHIATTF. LAND ,T STANDARDS IN,lLDEs r.HARw7Tv. ETJ T, -7 T I ,I F! .1, A A'AL : IkE A __,A_ L_L/111-_JIt • I CIn' OF CHARLOTTE V LAND DEVEMPMENT STANDARDS %CLLDEh CHARLUM. rrJ I- __ i 'L t 1EQL I "No— I Ic 1­ F -7 1 111_11; womED PER PLANS MIDOIFFED PER PLANS A&W Aft, T-VF 'f F K � -1 V 1 TC S�A.17 CITY OF CHARLOTTE • CIT) OF CHARLOTTE 4b ILAND DEVELOI , MENT STANDARDS I\ F' \/\ �',F ILASU,I)MLOPMENT SMDARDS 7F- �- - I\ )� MODIFIED PER CONSTRUCTION PLANS INCLUDES CHAIRIOME ETJ ,pLUkLOrn_ , , � _,, cm=rrn, WLIDES CHO(LOTTE rrJ 1k1w g c C z: Z iZ < 2 ca LLJ CL. LJO >. ca —3 0 •z 0 u z 0 V) C) T X A. —i 0 z Z(/) 0 <_j 0 coQ z Lu� �—w 0 0c) cf) z 0 0� ILL! L) - C) LL, LL, do CITY 7. I A IT NC — , 1-7 __T1'1101=rrrL ILANU )EVE101'11F11"�T111AID11 INCLUDES CHARI)Drn ETJ Q I" NI I SrDM-k- T-"A-S _ISLGE A. sl�W SD1_ SEIVIEE I D:K'S FIJCE< _11_ _,11 AT -[-,A-11\ r A A'AL : IkE A __,A_ L_L/111-_JIt • I CIn' OF CHARLOTTE V LAND DEVEMPMENT STANDARDS %CLLDEh CHARLUM. rrJ I- __ i 'L t 1EQL I "No— I Ic 1­ F -7 1 111_11; womED PER PLANS MIDOIFFED PER PLANS A&W Aft, T-VF 'f F K � -1 V 1 TC S�A.17 CITY OF CHARLOTTE • CIT) OF CHARLOTTE 4b ILAND DEVELOI , MENT STANDARDS I\ F' \/\ �',F ILASU,I)MLOPMENT SMDARDS 7F- �- - I\ )� MODIFIED PER CONSTRUCTION PLANS INCLUDES CHAIRIOME ETJ ,pLUkLOrn_ , , � _,, cm=rrn, WLIDES CHO(LOTTE rrJ 1k1w g c C z: Z iZ < 2 ca LLJ CL. LJO >. ca —3 0 •z 0 u z 0 V) C) T X A. —i 0 z Z(/) 0 <_j 0 coQ z Lu� �—w 0 0c) cf) z 0 0� ILL! L) - C) LL, LL, r Y W Y 4/ 1 m TEMPORARY SHDIN3 FOR WARM AWD ^.COL SWST?N =AR,` SUMM`_R -41-LP SLOPL:n SEMING GENT[[ SI^-P"S S -I=P 5 ^P:S DG Iof /a ' loN testae I 0 ".Iw. J!: fieeeM6ac .Si: ' -wa to haew 1 , WIN; UN 80 iwa /acre o 1a1 ten,x• mC ��F :. s.•Igw banw..a n ••ai o11.- ,-1 .1 •a, a4APam w, wa ro o< •seo. rt ae¢wc n+•N4_ 1D alar w aaadca A2py 470'.' cos N NJ— o eat, Ya�e•:. IONms/ Sohn Napeeeae I i A_- 4uqusl � - O:loo!• IA. Av9ua1 .. ^5 - 0.10x• " 701 IMe w.nle•: �eaur� 'S - M•i 15 tale w•nle•: lobrNp•. 'S - Aa•I 15 SEES" to as a -n9 seed'•y i^ n qa le wlend .print' wad :% info ..N.e 1 DA'L' '51 ,es /Here hwad Nenn.pgq•des ., a /s , I&I ft1l.ld.9•ns.w ,� ;III 1.; P1 wadinq q• Kox eapadctq onm I911 -awdnc 0-n dhq aI K.I. bapadez., ww 11, -sawed - IqN in can is .wI1 elltlfliv °, too 1.- 1. vpv nllaclive. VMe AoP1 ii,nv anc ftlWra• Nn l ­M a 406=• Awry 4na area •a"Nam, w• 4141 lace. a ODD •MChONLAIls Its /ern ;- -I- a•w 13M lot,'.- •0- 10 10 IWs I6,ka ana and :UQU iw /OLIN t0- •0- 10 - lat`:m. laliliaN. - TEMPORARY SHDIN3 FOR WARM AWD ^.COL SWST?N =AR,` SUMM`_R -41-LP SLOPL:n SEMING i 4C ros /­ . r­ ntgial MI%TSIRE DG Iof /a ' loN testae I 0 ".Iw. J!: fieeeM6ac .Si: ' a y�IS•r•a Nry d.N[f w M +gedanh •LLNUht a'.[ •New R [w,1:,Iq aulaKT n0.1 m SEEUINL wIP, _ it ycdwth % •rot IMTES •a, a4APam w, wa ro o< •seo. rt ae¢wc n+•N4_ 1D alar w aaadca A2py 470'.' cos N NJ— o eat, Ya�e•:. Apeq 4600 Ih. /x-• sv.Tw 1 egL•w' ^-; I I nydrdeewing. _ 701 SEEDNRG Moh TWne ana 1e•::I@a DI' •oil Lefts w 20f:G AUEIIDNIN15 'RS /ar.c imeN•nnr. and 750 I6N /acre 'G- •0 -tll RLCLNNL 31RtW NAG 575 CITY OF CHARLOTTE _ 1 C 11D DEYELOYMENT STANDARDS J`E ,sa T-,F,- IdVO UEYELUPMENT DARDS 41.wOTR INCLUDES CHARLOTTE LTJ �?:).- ;A; T3 / L4L1 m L7 wnT En I 1• .1 OL 41Cw 05 1111=5' N, _ CX 457 -to �- , 1(aPOatf• II� N fa•• 1_ � 1` MIN aNIaO Jff CL •' "M - - ln�NSr "1 1 a s• NAN a•ro t.ec - .a,i+c slaw: - www, n(H1c b A. ay MM 1191M -00 71' MI% mtI L. c• roe' -•341 -i r �' - 1CTE Lw,C' Na - EwENOE�C• •1 FAT' AFJtN r , "� OF. 0'* SFt'LE1 Wm- SCnOn /4 BC 'OP 0r DW ON aDOI'aY. DES. sMCNIM:KNY Nt GUtaNG �• i 'N•FNPppSr SFOAwN' � 7.TP - A1Ri0 - / .4 WA (MIA H.OI:K nF, Ij tNm a nerrem _ c c •-.1 Nso n.. ••f Nu I.ei w� a _ m o-M 2.a• LM am I- NOD ,�. u• •r Nts a.o ,•s Jb ,e a a1s -N., R.et eN sea sn _.s sa w` Is Yf! eII• n!f •.! .Ya •e ,.. 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