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Home My WebLink About20221725 Ver 1_Attachment D - Impact Drawings_20221205IF ANY DISCREPANCY IN ELEVATION, AS NOTED ON THE GRADING PLAN, OCCURS ON SITE DURING CONSTRUCTION THE GENERAL CONTRACTOR IS TO CONTACT THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER IMMEDIATELY. THIS SITE IS LOCATED WITHIN THE LAKE WYLIE PA WATERSHED 9900 NOWORI ORMEROYD LLC DB 34934\PG 184 E F \ \ \ PARCEL ID #03-051-48 E F ZONING: R-17F (CD) \ V V A USE: SF RESIDENTIAL E F ��\ V PROPOSED USE: MF APARTMENTS F \ \\ F WETLAND 'AA" E PROP. PROP. DROP - - 2:1 SLOPE INLET, TYP. 681 676-�_ 678 673------- --- PROPERTY LINE �\ \ -"� 672. _ _ LP 671.80 L wii Impacts Sl-S3 `.� ��,: 'FG672.63 --- - _ -_ _67- -__ I L -Sheet 2 � `\ � FG672.97 I \ o 1 GRADING AND STORM DRAINAGE NOTES: ALLOWABLE IMPERVIOUS PER RZ-2003-088AA DATED 6/2009 1. ON -SITE BURIAL PITS REQUIRE A PERMIT. TOTAL SITE AREA = 3,299,234.40 SF = 75.74 AC 2. ANY GRADING DONE BEYOND THE DENUDED LIMITS INDICATED ON THE TOTAL SITE IMPERVIOUS ALLOWED IN TRACT A-D=1,714,819.87 SF = 39.36 AC CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. TOTAL SITE IMPERVIOUS IN TRACT A-C=1,172,594.33 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN TOTAL SITE AREA TRACT D = 8.50 AC IS A VIOLATION AND IS SUBJECT TO A FINE. TOTAL IMPERVIOUS AREA IN TRACT D=68,079 SF =1.56 AC 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED TOTAL PERCENT OF IMPERVIOUS IN TRACT D = 18.4% WITH INSPECTOR 5. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. 6. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY OWNERS. 7. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB. 8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF WAY IF DEEMED NECESSARY BY THE INSPECTOR. 9. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 10. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS. 11. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEW AND DOES NOT ASSUME RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED RETAINING WALLS ON THE SITE. 12. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLATION. 13. ALL "CLDSM" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. 14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM BUILDING(S) AT A MINIMUM OF 2%. 15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. TREE PROTECTION FENCE �� 16. STABILIZE ALL SLOPES GREATER THAN 3:1 WITH JUTE MESH. AT TREE SAVE AREA, TYP. � � DENUDED LIMITS (CLDSM STD. #40.02) / �SHLEY PRIVETTE WALKER R/L/T EVEN LYNN WALKER R/L/T 3.8rJ AC. (CLDSM ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE 678 NOW OR FORMERLY VERIFIED BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION. LOT 12 Me 12 Pc 369 / PROP. PARCEL ID J/031-051-32 18. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO A � / 2:1 SLOPE ZONING: R-3 / PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE, AGGREGATE VI imp USE: SF RESIDENTIAL BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 678 f---- / -676- / 19. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING - - _ --675 _ CONTOURS. -- 675------------ 673 r, -673 672 - LP 671.80---------![7--- -- - - - - - - - - - - - • FG 672.83 PROP. BUILDING PROP. BUILDING PROP. BUILDING it ♦ • • . • '\ �� • • \ j FFE: 673.00 FFE: 673.00 FFE: 673.00 t FG 670.86 �4' 6j3 II \ -� 5669.55 672 FG 671.01 ; _ FG 670.35 672 . FG 671.00 FG 670.50 673 - -672 PROP. �'• FG 670.61 •665 L 6 8.5 �� TC 670.21 3:1 SLOPE - � TC 669.39 OV FG 670.85• \ 66° \6j3 FG 670.90 FG 670.4a- FG 670.58FG 670.79 FG 670.45 / FG 670.86 FG 671.09 FG 671.58 - FG 670.61 - FG 671.34 . TC 669.3 LP 668.57 FG 670.44 FG 671.05 FG 670.92 670 FG 670.76 FG 671.00 r FG 670.841,- 6�7 EXISTING 15' STORM / / / / / / / / 660 DRAIN EASEMENT, 1 MB 47 PG 129 / / / / 667 v • . \ - MB 47 PG 773 / r - _-- 4 I.32 671 6 " � � / / / / / •---665- >s \ , FG 670.89 � � FG 670.68 4 -671 .' 4�1 FG 670.97 • < FG 670.80 •_ FG 670.54 TC 670.79 FG 670.82 FG 671.07 F� -662 \ \ •I 70.70Li / /\ J / / / / ♦ \ '� PROP. BUILDING PROP. BUILDING PROP. BUILDING 671 / / 660 l ♦ 1 \ FFE: 671.50 FIFE: 672.15 FIFE: 672.00 \X - - EXISTING 18" RCP / i� i� / i \ i \ PROP. BUILDING (END UNKNOWN) � j � / / l � � \ • �' PROP. PATH TO MAINTAIN A \ / . /, / \ I FIFE: 671.50 / - � - - - - - - / ii � - J � �!� � 6 I I • � '�VERTICAL SLOPE OF 10% - / AND NOT TO EXCEED A CRC \�-./-----�/ /10, % /r / �••• �$ , r 20.0' SLOPE OF 2%. /- o PROP. 20' ACCESSES EASEMENT 672- //_ 672L L 671 20 FT ACCESS PATH i�SHALL NOT EXCEED TC 671.15 �� TC 671.15 / I o / 6�5 �bti �� 670 1 ` 15% IN SLOPE FG 671.60 FG 670.79 671 670 SS l �0`b,' PROP. CONCRETE WING -ggg _ 670 / / p I t WALL WITH SPLASH PAD a'\ -` 668- \ 673 ,y I 3:1 SLOPE s 667 668 HP 673.79 / (CLDSM STD. #20.17)-------------- ------------------- i ♦ / / , o - - /� 665 666 665 / 6f EXIS77NG CB EXIST. -664 / ws \_ 663 �_I. M i GRATE=674.24�� / / `/� STREAM BED 662 4 ,;\ PROP, 2%SLOPE7777 PRELIMINARILY EARTHWORK: CUT (1: 1): 9,782 CY i FILL (WITH 1.15% FILL FACTOR): 10,073 CY 672 NET: 291 CY (FILL) FG 671.69 I I 670 - -- FG 671.32 I 1 FG 671.47 X h J FG 671.55 3 )71.31 �I -F96 RUTH B. YOUNT _ 0 - I c�c - NOW OR FORMERLY _ART OF LOTS 13 & 14 665 - -I PROP. -_MB 12 PG 36.9 - - - PARCEL -JD #031-051-31 3:1 SLOPE ZONING R3 - _ USE: SF RESIDENTIAL- / SHEILA E. CASKEY \ Z% 1 S �.0 �►' 4 \ I LIGHT POLE TO BE PROTECTED IN PLACE NOW OR FORMERLY LOT 158 MB 39 PC, 709 - Z3,60 - PARCEL- ID-#031-051-30 cn _ ZONING: R-3' USE: SF RESIDENTIAL I I --------__\\-- CID ii _-------- - \� -660 +r•� ------_--_ -� CENTERLINE=667.74 '• l ♦� l (i61 t1.;- eo M �o/ +arm+. =r / - - / ✓_g / PROP. 10' MINIMUM PCCE \ ; =w �`(`�,,\• AL �a-- a X \ I TC 674.53 / �• \ \ ` J / / \ ` \ \ \ \ ~,' / `� -.. ' / \ \\\� \ 6 `\ \ \ \ \ \ \ \ \ ti 66 40' CRITICAL WATERSHED �\ -� \\ \ 663�� BUFFER \\\. �u� \ i / �/ \ ;�� \\ t PROP. TOP OF BERM FG 673.2o ELEV: 666.75to i \ / TREE PROTECTION FENCE PROPOSED TREE SAVE \\� '+ PROP. o / / \ �� \ %• \ / \ AT TREE SAVE AREA, TYP. \\ (4.22 AC) �S' \ \ 3:1 SLOPE \ \ (CLDSM STD. #40.02) / \ - - / BUFFS - - 6 Lf 65 6 \ \ \\ \ \ \ O� \ \ �\ \\ y PROP. PATH TO �\ / \ `� / \� \\ / 40' REAR MATCH EXIST. GRADE YARD TELEPHONE MANHOLE x, A �� AA � l ' � A l � � �� /- - � •� TOP OF BANK / A\ 1 �E�DAR MILL HOMEOWNERS \ �� NOW OR FORMERLY / RI MB 48 PG 75 �I PARCEL ID Jf031-052-76 ZONING: MX-2 (INNdV) 8/ / o \ V �- - - I / -�\ �� USE: SF-RESIDEN%AL COMMON / 65 •� 662 � BEFORE YOU D1431 CALL 811 OR 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAWI / \651i - - - - - - - - _ PROPOSED TREE SA v - - - - - - - - - - -664 - - - GRADING LEGEND: TOP OF CURB TC BOTTOM OF CURB BC TOP OF WALL TW BOTTOM OF WALL BW TOP OF STAIRS TS BOTTOM OF STAIRS BS BREAK POINT BP HIGH POINT HP LOW POINT LP YARD INLET YI EXISTING ELEVATION EX 0 20 40 URBAN DESIGN PARTNERS 1213 w morehead st ste 450 charlotte, nc 28208 P 704.334.3303 urbandesignpartners.com nc firm no: P-0418 sc coa no: C-03044 CARO ti•4V1 DII.1\ 06/16/2022 J J fA N E o C T 3 CID = N ~ O Z U u (z N U o� Project No: 21-CLT-008 Date: 11 /24/2021 Designed By: UDP Checked By: UDP GRAPHIC SCALE Sheet No: 80 160 ( IN FEET ) C-400 1 inch = 40 ft. PROP. 8" / SANITARY SEWER CP ✓ / / / /� i PROP. 22 LF „ PROP. ENDWALL 15" HDPE ® 0.69% I / / % v . CB-106 " — MH-403 �a / �° PROP Perennial'Stream B tn — \ V \</ / m \ N N Stream Crossing Drainage Area (ac) Culvert Dia. (ft) Pipe Length (ft) Upstream Invert Elev Downstream Invert Elev Length of Impact (If) Temp. Impact (If) 1 18.30 5 73 658.35 658.20 95 20 PROJECT NO: 21-CLT-008 DATE: 11.03.2022 DESIGNED BY: UDP SCALE: AS SHOWN SHEET NO Cedarmill Townhomes Culvert Plan & Profile PID: 031-05-282 Charlotte, NC 28214 0 20 60 1 "= 40' #\ S1: 73 If permanent impact (culvert) a� S2: 15 If permanent impact (rip rap apron) — S3: 40 If temporary impact (dewatering/ 660 open -cut sewer) EXIST. STREAM PROP. _HEADWALL PROP. 26 LF s N° 60" CULVERT ® 0.59% PROP. CULVERT CB \A PROP. 47 LF A-7 \ A 60" CULVERT ® 0.53% PROP. 8" \ # VA WATER MAIN �# 6X PROP. 2" MAIN #� a \ Cedarmill Townhomes, LLC 8021 Wicklow Hall Drive Matthews, NC 28104 0 10 20 1 "= 20' URBAN DESIGN PARTNERS 213 w morehead st, suite 450 P. 704-334-3303 harlotte,nc 28208 F. 704-334-3305 n_nn 680 680 1 1 1 tI I 1 680 PROP. 2.0' VALLEY CURB (TYP) FUTURE ROAD FUTURE ROAD PROP. GRADE PROP. GRADE 670 11670 670 PROP. 2" WATER LINE HW-2 TOP: 665.00 PROP. CAST —IN —PLACE REINFORCED CONCRETE HEADWALL (TYP) INV IN: 658.35' 660 l / 660 660 PROP. 60" CMP CULVERT TO BE COUNTER —SUNK BY 1' EXIST GRADE in uci PROP 4' CONC SIDEWALK (TYP) L - 670 -PROP 2" WATER CROSSING PROP 8" WATER CROSSING HW-2 TOP: 663.50 INV OUT: 658.20' 660 t � yr 60" CULVERT APPROX. EX. STREAM CIL GRADE 050 650 I I I I I 1 650 V`tJ o45 0+00 0+32 60" CULVERT X-SECTION HORIZONTAL SCALE: 1 "=60' VERTICAL SCALE: 1 "=6' 645 1 1 1 1 1 1 645 -1+00 -0+50 0+00 0+50 1+00 1+50 60" CULVERT PROFILE HORIZONTAL SCALE: 1"=60' VERTICAL SCALE: 1 "=6' PROJECT NO: 21-CLT-008 Cedarmill Townhomes Cedarmill Townhomes, LLC DATE: 11.03.2022 DESIGNED BY: UDP Culvert Plan & Profile 92�t� SCALE: AS SHOWN URBAN DESIGN 2 PI D: 031-05-282 8021 Wicklow Hall Drive PARTNERS Charlotte, NC 28214 Matthews, NC 1213wmoat, suite 450 704-334-3303 SHEEP NO charlotte, nc282 28208 F 704-334-3305