The URL can be used to link to this page

Home My WebLink AboutNCC222841_Site Plan or Location Map_20220810I SHEETC-2.01 ; A pp EXISTINGp�SA------YSEWER __---� C� L) r /r, ,I � JJ,I] SHEETC-202 —J ------------- I� I� — p _ — , AP EA U'l p L = II ) r Irv,. I m �'1He4 I _1. SEE SHEET12.14FOR CONSTRUCTION SEQUENCE AND SHEETS C-LI2- G21e FOR ER OSIONCONTROLNOTEEANDDETAILS. E. EROSION CONTROL PLANS SHALL NOT BE USED FOR FINAL GRADING. SEE HAPTERaFOR"PATIRZINGPLAN. \ \'� _ \ S. SEECHAPTER5FORST RM DRAINAGE PLANS. Q - 5 " n /AESY C. SEE CHAPTER ] FOR UTILITY PLANS. o I \ I I \ \ 1. SEECHAPTER 9FOR OFFSITE ROADWAY PLANS. `FFn n f ` - \\ \�... \NTTMl— 2—L } II ]. UNITS OF CONSTRUCTION/ GEARING LIMITS'. 41.57AC PRIOR TO PA,rEMENT.4NO CURB AND GUTTER INSTALLATION ALL INLET 0 PROTECTION SHALLBE INSTALLED PER NCDEQ #5.51. ONCE PANING TJ \ I 1EEIAllALLNNI OA I tl I OPERATIONS HAVE BEEN DONE. CONTRACTOR SHALL INSTALL CATCH I l\ \ - — `r N INLETPROTECTONPERCATCHINLETDETNLONSHEETCfi— rv) s _ LN sE N��,a. �— „��,N�2�,a, � -- o- � —� � \ �.� 1 , ne- rLL ,...x,on._,,.�«....�. J dl l EXISTING / ��_ i - IP - - = — �AA VA V I EXSTING LMATERMAIN sT, MwANrE.N I - 1 - PP.OPERTY a,o,mm �, ( < T� V —p .�� IL III 11111TIEE ON A BoueDARY. / '— A _ �A \v �/ I I EraSnN TVP. GATT [ 5 NI 1.111 ` I // �\\\�\ 1\ \\I'%SHEETC-2.03\ , ), _ ; \ v)/l\III \'i—I I l 1 I , I I ) , \\ I I' 9i ,I 1 vy / se-2 ,w I A / �,T =or RA TT NI J / l p1. RETTEI p, < Rco HEDgNcioN "N'E,u� _ IIJINETNR UMTED I ry 1-FLRE—A'l.NRRVF — "ATT",Non,a1 -- ur — — — — — — — — — — — — — — — — — — — — — 1 1 IT _ Ro,�owN_TaN — NATIANI / «IN� AA R R� >ruN — I NOParE o,sa.,, / WJ El /�,/pAr N �4P LN ILIRLITTE.N /r � L AN AT /l'�(( i STABILIZATION NOTE: 1. BE ACASED THE]N4-CAV SOIL STABILIZATION REQUIREMENTS AP —TO ANYBECTIQN OFTHEPROCO—HERE LAND-DISTURBINGACTIATIESHAVETEMPORARILYOR STRM AN INGENT TANILRED AN AHALLREQUIR KENT SON THE LEE— ANS L STRINGENT STABILIZATION REQUIREMENTS ON THE PLANS. \ PERMANENT SLOPE STABILIZATION NOTES1. : / L PERMANENT SLOPES IZ OR STEEPER AND ALL PERMANENT MACH ES SHALL STABILIZED USING NORTH AMERICAN GREEN DITCHES f SC23O REINFORCED VEGETATION INSTALLEDPER D NUF4CTURER'S aPECIFICATIDNS USING STAPLE PATTERN 4 EROSION CONTROL LEGEND: DR-N A3E AREA LIMITS (SEDIMENT BASIN) DRAINAGE AREA LIMITS (SILT FENCE) L------J r , OFFSITE DRAINAGE AREA LIMITS (SILT FENCE) ------J CONSTRUCTION/ CLEARING G LIMITS —0 SKIMMER ATTACHMENT (NCDEQ#5.54) —xrxr— BAFFLE (NCDEQ #5.65) PROP. RAN STORM DRAINAGE �rO TEMPCRARYSILT FENCE(NCDEQ DOUBLE RCW HIGH HAZARD �Cl TEMPORARVSILT FENCE ® SPECIAL SEDIMENT CONTROL FENCE (NCDOT #16OS.01) TEMP. CONSTRUCTION ENTRANCE,EXIT (NCDEQ #5.06) TD-> TEMP. DNERSION DITCH (NCDEQ #6.20) _ ROCKCH ECK DAM (NCDEQ #5.53) SLOPE DRAIN (NCDEQ ® TEMPDRARYM—LANDMHD MATCROSSING �I I LEGEND: EXIST. BOUNDARY LINE ' l/i EXIST. MAJOR CONTOUR t Ir -�- EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR — — PROP. MINOR CONTOUR EXIST. TRCLINC _ I EXIST. RXW v EXIST. PROPERTY LINE — 555 •• --- "0 -- lEY RAP \��QpE CORPORATE SEAL PT .......... > rH s qRo , SEAL _ 043t 58 j 01 /10/22 GLENHURST STANLEY MARTIN HOMES 13310 SOUTH RIDGE DRIVE CHARLOTTE, NO 28273 ARE — 'NPR— 1020036 REVISION / ISSUANCE NO. DESCRIPTION DATE LAND DEVELOPMENT 1 0srz3rzozl SUBMITTAL 2 LAND DEVELOPMENT ID,052o21 SUBMITTAL 3 U—NDSUBMITTAL 10,292021 LAND DEVELOPIENT 4 11,232021 SUBMITTAL IN DIAN TRAIL, UCPW 5 12,032021 NCDEQ SU BMITTAL 5 LANDDEVELOPMENr 011102m2 DESIGNED BY: CAP DRA4'M BY. CAP CHECKED BY. MLG SL,LENAATH VERT: N/A HORZ'. 50' o ]5 50- o see ➢ 130' OVERALL EROSION CONTROL PLAN - PHASE 1 =HEFT NLl,aE C —2.0O 7z \J//,l I��I�'lllll�il��'/ / - J/ 'l 'i`� ( ,�% �'%/'/'i ; .''='"�i//i _.. JI (I(;lll //�'�• i)I II'i', 11\ I ` J %lJll/rlh,lr/ /' III/\� / I �\\J, I ( SHEET H,EE�T�C�--;2.�06/L/G F AV7pr/j// v /!! J p%/A�,l �� 1 SHEETC5 i� / y� ` �\ IIIIA(\I I A I� iltl_� f I vt I 1 I L'' �77 L-. 1 V AV'/AAA /III 14 `'t�1` /II A\ V' /' / � / sANITARvsEw>=R, / - I ( / FF\ A % ( -OTES \— ,. P 9HEETso.12_ G2IFOPEOIONCMOLNOTESANDDETAISZ IIIINI NTRQLPLANSSHALLNOSEUSEDEORPoNALGRlaNc.SEE�\ CATERa FORFINAL GRADING PLAN. w'\ SEE CHAPTER. FOR STORIN DRAINAGE PLANS. I t.'. nm /% /IIII V\V� _ �v..� IT NS. a B. S. \ JHITSHOF CINSTRUCTONIT-ARING LIMITSN41.17 AC _� 6. II ,/\'n0 ¶ �.\,..\ \. r TER o \ I I\ / PRIOR TO PAVEMENT AND CURE AND GUTTERINSTALLATON ALL INLET y';INU.. ( T I ( / - —� \ _ -} I PROTECTION SHALL BE INSTALLED PER NODE-6.51. ONCE PAVING Y - I /_i 3 OPERATONS HAVE BEEN DONE. CONTP.ACTOR SHALL INSTALL CATCH n 1 I E \ \ �� - ! �\ \\ ` � � I \ 1 INLET PROTECTION PER CATCH INLET DETAIL ON SHEET-09. 1 rlll' \I �.` ..,: , X \ - - �+ \ 'I HaN TrT — \1 V\1A-i\1 ,n21' a4 � 1\\ PROPERTY IIRnLI;1a >/RrsE. wESxaTIoSNanGNG�ACL" RMPIN BDUNDARY\ \w '\ 711 I �I/n TYP. m1rr [„5 I I I \I _ � � J l / / i7�'..- i\�1 \ I \ I / - . — - v — — SHEET �1! I I � \ I '. � � � � _ ��. ,.�� 9 -- I i / A � � v 11 I R"° AV1 v�' �M`V I ] I �s - '�� v �rl I', AI V _ hl L II�� TTI-1 N1211. I d 1 /l 2 I19 �EROSION CONTROL O NTROL LEGEND D _ — — — — —— pRAIN GAREA LIMITS :( SEDIIENT 6AIN7t"., WETXr------7OFFSITE DRPINGE AA LIMITS (SILT FENCE) uMTs of cGTRCIOI CLEARING LIMITS _ J III I I J ATTACH / / I : I l I I I — j� , \\\\ / /\ \ // / /:. / I \ LNn.I' T — SKIMMER ATTACHMENT (NCDEn k5.54) IIII_T v _i - _ \, r "/l 1/ — \ �`/�/ v I i J _A\sMME AVA�Z n � � ,l � _ _ �_ / // \ Sh I �,—.�,— BAFFLE (NCDEQ nvs! 1 DID, D�a':NSRa DIRG umrso �i/ / _ A. A A\_ A \ ae I — — PROF. PAN AV v , — \�,r r9PA\1�\\\\ —1 - - — / �.. \ _ Nc STORM BRAIN— m I \� i �/ /, IIII �\\`\ �! /A, \R ///////«N_9„\\\ooq.aaNr;rI—LIN 1,LLAn1 / 171-11 EaN N roN \ \ \ iHE,. s, Nc 2.1. \ --AN To ...sP i _ \ _ '/ l — / r/I�I�II1 �'\\\\\.' \\�\ \DATTITAX N1- !�/ ,1 /� / R ( \ I I��lc/llI II ( I VA\ \.� �.A�,///l `_.- r ,,oa / -' �— � STABILIZATION NOTE' S\'\\�'\ \ \ '/ \ \— /�// \_ i l J�/ 1. BE ACASED THE71-DAYSCIL STASILI2ATION REQUIREMENTS / APPLY TO ANY SECTION OF THE PROJEC—HERE � lI LAND -DISTURBING ACTNITIEC HAVE TEMPORARILVOR \ \�\`\ \\ \\ I PERMANENTLYCEASED ANDSHALL SUPERSEDE ANY LE55 \\\\\\ \\\ \ \ - \\\ \ / / !; I I� I _- j////� '\ STRINGENT STABILIZATION REQUIREMENTS ON THE PLANS. 1 1 r..\ \\\\\ \ \%l \�\l�\ ,� / PERMANENT SLOPE STABILIZATION NOTES' /// �� J �� \ \\ / ^ \ \ 1 \ \ i // // / / / \ \\ \ /\� \' 1 ALL 3.1 / PERMANENTSLOPESORSTEEPER AND ALLPERMANENT DITCHES SHALL BE STABILIZED USING NORTH AMERICAN GREEN M AN U REINFORCEDVEGETATIONINCTAN G STAPLE /% ( \\ \ / MANUFACTURER'S SPECIFICATICN6 USING GTAPLE PATTERN I/ ' / / \ \ �-///' I I \ �\ \T \//- //�� / / // /j/ // .B„ .A.Av�/.L'�/// 11 TEMPORARY SILT FENCE NCDEQ-S.' DOUBLE ROW HIGH HAZARD TEMWRARYSILTFENCE SPECIAL SEDIMENT CONTROL FENCE (NCDCT #1 bFb.D1) ® TEMP. CONSTRUCTION ENTRANCE EXIT (NCDEQ 46.061 TEMP. DNERSION DITCH TD-> (NCDEQ M-D) _ ROCKCHECKBAM (NCDEQ N6.53) SLOPE DRAIN INDEED #-21 ❑ INLET PROTECTION(NCBEO M6.51) lLD CATCH INLET PROTECTION TEMP. CONSTRUCTION ENTRANCEIEXIT(NCDEQ#5.06) i "TT////I I I / I f 1 Ir-----�- LEGEND: BOIRY LINE JO CONTOUR EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR I I 1 I III PROP. MINOR CONTOUR EXIST. TRCLINE EXIST. R/W EXIST. PR.,r PERTY LINE 555 — — — 552 — — — O rH 590 0 , SEAL •� _ 043t 58 j %yso FNc Hc; e,,.�e�c 01 /10/22 GLENHURST STANLEY MARTIN HOMES 13310 SOUTH RIDGE DRIVE CHARLOTTE, NO 28273 A.LDE,'NPR— lozooae REVISION / ISSUANCE NO. BECCRIPTION DATE LAND DEVELOPMENT I asrz3lzozl SUBMITTAL 2 LAND DEVELOPMENT ID,052o21 SUBMITTAL 3 UCM2ND SUBMITTAL 10,2912021 LAND DEVELOPIENT 4 11,2112021 SUBMITTAL 5 INDIAN TRAIL, UCPW 12,O�I2021 NCDEn su eMIrrAL 6 LAND DevELOPMENr ovlozmz DESIGNED BY: CAP DRA4'M BY. CAP CHECKED BY. KINGSLSLE VERT: NIA HOR2'. 1'-150' S 75 iSo- 300 sHE LIT E' OVERALL EROSION CONTROL PLAN - PHASE 2 1H111 C-2.04 I / 1y / PVgLW bN � s FEE 7 -A� �. SHEET C-3.01 / \ SHEET C-3.02 n�- } axo,=oxxm _ ' st. st. st. st. st. st. st. st. st. st. st. st. st. st. st. st. st. st. ROP. 20' T SANITARY SEWER F / / \ ` , I� Y� EASMENE I, ILLY. _ T PROJECT .� �J 25 DEED R_STRICTE\ LANDSCAPE BUFFER, TYP. BOUNDARY, TYP. .+1+. \ CD 24 1 �521� 11 EASTING PROP. SANITARY SE / EASMENET, CONCRETE TRAIL) TYP 1 E STIN WETLANDS, TYP. PROJECT): °E N.` / / 1 \ BouNOAR� PROP_ y� 1 CROSSWALK_ SHEET C-4.10 POTTER COVE UN -` (PUBLIC SO'SM) 1 ��I 1 SHEET C-3.03 III l \' f />I 11 \ \ \ I I II I II II I — �II II II I II TREE HILL RD (PUBLIC SO' RIW) 1 1 1 1 � 1 1 1 1 1 I 1 1 1 � DEVELOPMENTSUMMARY PARCELID' 07150004, 67150001 B. 67150006B. 07150008C. 0715000SE, 07150005G_ 07150005. 07150005A 07150005E TOTAL ACREAGE: ±41.75 ACRES -DEDICATED ROW: ±0.51 ACRES RESIDUAL ACREAGE' ±4124 ACRES JURISDICTION' INDIAN TRAIL, NO EXISTING ZONING'. SF-4 (INDIAN TRAIL) PROPOSED USE CONVENTIONAL SUBDIVISION MINIMUM LOT AREA. 10, 000 SF LOTS PROPOSED. 90 DENSITY: 2.18 QUA MIN, FRONT YARD SETBACK'. 25 FEET MIN. SIDE YARD SETBACK 10 FEET REAR YARD SETBACK'. 30FEET MIN LOT VADTH (AT FRONT YARD SETBACK) ALL LOTS. 70FEET LOT SIZE' SMALLEST 10. 010 sf AVERAGE 11.555 sf LARGEST 23,995 sf PARKING' REQUIRED' 180 SPACES 12 PER UNIT) PROVIDED. EACH UNIT WILL MEET UDO PARKING REQUIREMENTS. OPEN SPACE REQUIRED' 1/35TH ACRE PER LOT PROPOSEDLOTS' 90 REQUIRED' 2.57 ACRES PROVIDED' 8.59 ACRES TREE SAVE REQUIRED. 15.4 OF THE ACREAGE REQUIRED' 5.19 ACRES PROVIDED' 13.47 ACRES GENERAL NOTES: 1. NCDCT ENCROACHMENT AND DRIVEWAY PERMITS WILL BE REQUIRED FOR LAND DEVELOPMENT SUBMITTAL. 2. PLANS SHALL STATE THE DEVELOPMENT WILL COMPLY TO ALL TOWN ORDINANCES (EMBANKMENT BLASTING, DUST CONTROL, AND POST -CONSTRUCTION). EMBANKMENT REQUIREMENTS NEED TO BE FULLY STATED ON DETAIL SHEETS. 3. EXISTING GROUNDWATER ELEVATION SHOULD BE VERIFIED BEFORE STORM WATER CONTROL MEASURES ARE CONSTRUCTED. THE GROUND WATER LEVEL SHOULD BE 1.0 FOOT BELOW THE PROPOSED BOTTOM CHAMBER FOR ALL WATER QUALITY FEATURES WET PONDS WILL HAVE TO I •III' 1 SHOW THAT SOILS WILL BE ABLE TO RETAIN STORM WATER. A.AS-BUILT DRAWINGS NEED TO BE SUBMITTED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED. ADDITIONALLY. ALL AUTOCAD AS -BUILT FILES FOR ANY COMMERCIAL OR MAJOR RESIDENTIAL SITES MUST CONTAIN THE PROPER GEO-SPATIAL REFERENCING INFORMATION PROJECT I 1 BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED. BOUNDARY, TYP. 5. FIVE EASEMENT AND ACCESS EASEMENT ADJACENT TO RAN JOIN. 20' WIDE) IS REQUIRED -N FIN" PLAT. I fi ILL NEED TO INCLUDE A PHOTOMETRIC PLAN SHOVNNG LIGHT MEASUREi'eiEM1.',- I I I I I I I1 THE WAY UPITO THE PROPERTY LINES. 7. UPON APPROVAL OF THE CONDITIONAL PLANS WITH THE TOWN OF INDIAN TRAIL, PLANS WILL BE 11� l I1 SUBMITTED TO UNION COUNTY ENVIRONMENTAL HEALTH, UNION COUNTY PUBLIC WORKS. AND UNION COUNTY FIRE MARSHALL. A COPY OF APPROVAL LETTERS WILL BE SENT TO TOWN OF INDIAN TRAIL PLANNING AND NEIGHBORHOOD SERVICES DEPARTMENT PRIOR TO SITE PLAN 1 .APRROVAL. 8. THERMOPLASTIC SHALL BE UTILIZED FOR PAVEMENT MARKINGS. El E—AID —_ III -------- .�76 E: MIL./ I i — 77 1 I1 1 m L / 78 LOT LINE _ s - z.. FaorvTvaa 6' SIDEWALK -- _ — 6' PLANTING STRIP VALLEY CURB TYPICAL 77' LOT PLAN SCALE: 1 "= 40' NOTE: EACH UNIT WILL MEET UDO PARKING REQUIREMENTS. LOT LINE �4 C�0.11 g », 0/22 GLENHURST STANLBY MARTIN HOMES 13310 SOUTH RIDGE DRIVE CHARLOTTE, NO 28273 LANIT ESlory PEII.n 1020038 T 6' SIDEWALK 6' PLANTING STRIP - 2.0' VALLEY CURB TYPICAL 90' LOT PLAN SCALE: I"=40' NOTE EACH UNIT WILL MEET UDO PARKING REQUIREMENTS. LEGEND TREESAVE + + 25'LANDSCAPE BUFFER OPEN SPACE STORM/UTILITY EASEMENT NOTE: THE 25 FOOT LANDSCAPE BUFFER WILL UTILIZE EXISTING VEGETATION TO THE GREATEST EXTENT POSSIBLE AND WILL BE SUPPLEMENTED AS NEEDED IN ORDER TO COMPLY WITH THE BUFFER REGULATIONS AS OUTLINED IN THE TOWN OF INDIAN TRAIL UNIFIED DEVELOPMENT ORDINANCE. REVISION/ISSUANCE NO. DESCRIPTION DATE 1 LAND DEVELOPMENT SUBMITTAL D6I2312021 LAND DEVELOPMENT SUBMITTAL mloslzon 3 UCPAJ2ND SUBMITTAL TO - 4 LATDDEVEL PnEETit12312021 SUBMITTAL U s INDIAN TRP1L. CPW, NCDEO SUBMITTAL 12I05I2021 LAND DEVELOPMENT 3 SUBMITTAL B111o12D2x DESIGNED BY. MEK DRAWN BY. JAL CHECKED 8Y: LDI ..cai VERT. NO HOR2: 1"=150' 7s' 1so' Sao• -ET TITLE OVERALL LAYOUT PLAN 11EE7Nuna C-3.00