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HomeMy WebLinkAbout20190216 Ver 1_Construction Plans and Impacts_20190301Strickland, Bev From: Dan Zurlo <dan@cws-inc.net> Sent: Friday, March 01, 2019 2:14 PM To: Johnson, Alan Subject: [External] Sharon Towers Construction Plans Attachments: 19-0216_SharonTowersConstructionPlansandlmpacts_03.01.19.pdf External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov Hi Alan, Attached are the construction plans for Sharon Towers, and just let Sean and I know when you want to see the site. Thanks, Dan Zurlo Daniel Zurlo Staff Scientist II Carolina Wetland Services, Inc. 550 East Westinghouse Boulevard Charlotte, NC 28273 Cell: 717-460-3466 Office: 704-527-1177 —1—At MAIC-inr nct 1 Sharon Towers Attachments February 12, 2019 CWS Project No. 2018-0348 ATTACHMENT F: Construction Plan/Impact Figure 1__�_-SS SS 1 �� � 24" I � , ° / I / I Zoning: R-3 Tax # \ 179-032-03 Lot 3 \ ,� \ / CpO \ MB 9-493 Kathy \ / l50 \ Paris Linker DB Try -Star, LLC 10799 Pg 597 / 1 \ Zoning: R-3 Tax Walter Stone / # 179-032-04 Lot Linker & / \ i.�° 1 Cbl \ Zoning: R-3 Tax # 4 MB 9-493 DB �� I 10" ' I _ — Tax # 179-032-06 \ 179-032-05 Lot 5 \ \ 25745 Pg 318 / Zoning: R-3 Lot 6 MB 9-493 at i 3C�71'�g / MB 9-493 DB Charlotte, Inc. DB 0 14„ I \ Tax # 179-032-07 29993 Pg 547 & 25125 Pg 530 The °12.. ^o13" / % The Presbyterian Home Barbara S. Walden Presbyterian Homei 121' ° co 12 CO / at Charlotte, Inc. John William �\ 23" ° / Tax # 179-032-08 DB 26414 Pg 225 Walden, Jr. �� � `"_ - 1 Zoning: R-3 Andrew D. Lot 7 MB 9-493 — — \ Thrasher & Lot 8 MB Zoning: R-3 140 ,Bev Tax # 179-032-09 9-493 DB 15662 Pg 2Ur1D\Sw 818 Marsha H. �� q� Katherine Watson & �;s„ / i0" ( �.� Stephen Screen Thrasher 3" ►- \ DB 29992 Pg 666 — A ` 18" (_0 Lot \ \ \ Lot 9 Blk 2 MB 9-493 25' 0, / Tax # 179-032-10 Zoning: R -3i LO � Angela L. Butler & Paul / — 20" ° q, �(0 I I \ Jacqueline T. Shaw Kevin Butler \ I _ 9 5' FR 02 ROPERTY LINE, Zoning: R-3 Tax # DB 10912 Pg 848 i 22.. 8"° (UNIJISCIRBEDBS,TR M) �o�*o \ 179-032-11 DB 9411 Lot 10 BIk 2 MB 9-495 i 13"triple — / Lo _20"—� co -- Robert Darling & Pg 374 & Peter A. Zoning: R-3 r g^magnolia ° c9 UN I Zoning: R-3 Tax # Shaw Lot 11 Blk 2 MB / 20"/ DE 179-032-12 DB 6494 N - 9" 0� 9-495 ' , / �i `b `b 0 ��^`�aptl � 6 RE Pg 623 Katherine v CO Gmerek Lot 12 Blk 2 �� ° ISS�S , ���� 1 0 68 ROOFLEADER C NECT MB 9-495 i' 2 s _ _ �,-, t1£R, �� 6 \ / 30\ o, �4 r�^g„ UNDERGROUND TO ',�NRM \ 60 SETBACK y DETENTION SYST M Tax # 179-032-14 Julie \ 20" 33"s c>1' 16" 687 co S. Sammt & Franz v ^ t � \1 3 50' B�F �ti." 1 - Sammt DB 11206 Pg-� \\ J� / \ 24 11" g"pii�e 3 �, ^ _'fn / CVL 221 Lot 14 Blk 2 MB / 8„ gUFFE�'��N �'p �O A 688 / 9-495 Zoning: R-3 / / / �URBE% 6, o`Y'o tO \ \ 27., , AJ 6l� (��� Cti fi \ I _ 25 ! 6' cP 6} x= \ PROPOSED HARDSCAPE 689 \ \ Tax # 179-032-16 I \ \ / /�� \ —� ,2 23 R`�PR� rn 6� 6� 6'�� �6, 'z," ( / Susan Holland DB 18919 Pg 105 Lot 10 � 0 25" 0 LQO �� e 0 8., / f/ �i \ \ y 690 �\ - \ I Blk 5 MB 9-495 Zoning: "\ /�� 21 i/ 6L�'7 ,3 6" ' V � 1 � 691 v i 1T R-3 69) �6���rENC 24� 6g v /� 12 2q' 11 98 2 /8'. / �6 AQ ,2G, i V 6tV 693 I \ JJ_— �-- � � � — 151' J91'\/ 13" � / � 28" �i 7 J 8`'` �� S\7J' _ _ 1� � '� I \\ � � , � 69 / / y11 J ........ ... ............ 30" 77,1 G iz__ ............ \ _2„ \\ � BLDG '' \ 14" 30" I / / 13" i A o„ / / PIN 18-313-398 / CHARTER TOWNHOUSE / ASSOCIATES SHARON RD. CHARLOTTE, NC 28210 DB 5285, PG 426 MB 21, PG 840 ZONED: B-1(CD) & R-15MF(CD) -------- street R I _SFiARON e �'�' �/ �// � �A������������ VARA LEWID VIEW ROAD �I CDOT RAW) / 24" ✓' / S i 1 2" S l 1 / f STORMWATER CONNECTION TO COLLEC -w —(U/F 327- )-� 2 ) S`' (I / I AND TREAT OFFSITE STORMWATEU) 15" F / — U) 1 r 12" I ' I I LA / V \ /� / 1 / % co DEERWOOD / 0 CO 00I ® / I 5 STORY BUILDING WITH \ I LOWER PARKING DECK _ f / — s v �� o ( I� / I) 1 j / \ / / / 4 O / l� I �� I � S i�1/ � �i I I b� ti Cl) - �� C O 'SETBACK U) 1/ �o I II I \I 1 / I f 1 cn \ I l )/ cin I �/ O �' 0 I I I (g O CO - \ _ ' PROPOSED SAND FILTER Al PROPOSED SEDIMENT CHAMBER PROPOSED DETENTIO � / `M m CO ca C0 oo �, ° ° Z-` \\ 1 I I I h I 4 STORY BUILDING ------- -0-65- C. —__ I / mol Cn 11D 0) �I 1 OSS / / / / 69 /z V (� �_7 Io V — V A — 68511 1 h to I ssI zS �I o �'1 � 10 STORY BUILDING L n co Y, \ / 1 / v ci ° C0 / 1 �-- / �� 1 I I b /� � �� ��Iry I / �v vv 1 r \ ( 6} 1 � / \ LIQ/ o 13 S� I / / 1 - _ / (2 STORY BLDG. (PHYSICAL PLAI�.T), 25' 0' 20' 40' 80' SCALE: I " = 40' N O N co N Z %0 N NcoM O N S_ M M M Ln L Q U ^ U a) E Ll O L � E M v J 0 0 E L M LL M ZoJ C MLU M U N > Z ❑X E] 1:11:1 CORPORATE SEAL C 0 N O cV N N O .0 cC J N 00 - O O �m_ O �°0 ii U Q m Ln *k °Zz2co U 0 di (j UCOJw c ~7, - u<U LU � i U O O O to O U O O �O L Z L Ln ❑X E] 1:11:1 CORPORATE SEAL Z O LU 00 (d 0 N cV N N O .0 cC J N 00 - O O �m_ O �°0 ii U Q m Ln *k °Zz2co U 0 di (j UCOJw w ~7, - u<U LU w co U L O Z O U laoV T O Z 7 L J djrd U L+- CL � O U O o co Z Q w U L � O U U Iry >.,� a� W V) U Z O LU 00 0 N cV N N O cC J N 00 - O O �m_ O �°0 ii U Q m Ln *k °Zz2co U N di (j UCOJw w ~7, - u<U LU w to"?ooQ cp -o L C' OG \� cp y D 4 o \ \ � \ Tax # 179-032-12 � Robert Darling & Katherine Gmerek `r DB 6494 Pg 623 \ \ ° Lot 12 Blk 2 MB 9-495 Zoning: R-3 / cn 35' POST CONSTRUCTION BUFFER PER POLARIS Tax # 179-032-11 �cP Jacqueline T. Shaw \ & Peter A. Shaw \ DB 9411 Pg 374 Lot 11 Blk 2 MB 9-495 Zoning: R-3 ' � \ � � / Tax # 179-032-10 / Angela L. Butler & Paul �S Kevin Butler 69y- �j \ JfJ I oQ DB 10912 Pg 848 Lot 10 Blk 2 MB 9-495 / 690 / 1 Zoning: R-3 C. Tax # 179-032-09 30 POST CONSTRUCTION Katherine Watson & � BUFFER PER POLARIS Stephen Screen g t DB 29992 Pg 666 Lot 9 Blk 2 MB 9-493 / / Zoning: R-3 C) c), 703 - `� \ \ 704 - � (VARIABLE WIDTH CDOT R/W)-/- PIN 20-944-C99 SHARON ROAD CONDOMINIUMS SHARON RD. CHARLOTTE, NC 28210 DB 5321, PG 261 ZONED: R-15MF(CD) '\ Tax # 179-032-08 Andrew D. Thrasher & Marsha H. Thrasher DB 15662 Pg 818 a Lot 8 MB 9-493 \\x Zoning: R-3 / Tax # 179-032-07 \ \\\ The Presbyterian Home ° 1 at Charlotte, Inc. DB 26414 Pg 225 \ \ Lot 7 MB 9-493 \ Zoning: R-3 % / \ \ v\ " \ �° \ CLASS A RIP RAP APRON \ LLWAY \\ L=6' x W=7' x T=10" \ 685.50 V A Tax # 179-032-06 \ John William Walden, Jr. & Barbara S. Walden %✓ DB 29993 Pg 547 p Lot 6 MB 9-493 Zoning: R-3 s8 / ss s8� k s8s 6a3 \ Tax # 179-032-05 2.5" PVC INV. OUT: 682.67 The Presbyterian Home \ s ` at Charlotte, Inc. 8' DB 25125 Pg 530 / \ Lot 5 MB 9-493 � 33 L.F. OF 2.5" PVC @ 1.00% � Zoning: R-3 o�3 \ \ SKIMMER DIA: 2.5" PG QG�`/ / \ SKIMMER ORIFICE DIA: 2.3" o�, / .N o SKIMMER INV. ELEV: 683.0 SKIMMER BASIN 1 (CLDMS 30.02A) Tax # 179-032-04 / m9 6 ♦ DA: 3.5 AC. Try -Star, LLC / TOP OF DAM: 687.00 DB 25745 P 318 BOTTOM: 682.00 Lot 4 MB 9 493 \_ CLASS B RIP RAP APRON Zoning: R-3 / \ L-1 Tx W-15' x T-18" \ ROP. 12" TEMP SLOPE DRAIN o PROP FES -2 CONSTRUCTION SEQUENCE: 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR EROSION CONTROL PLAN. 2. SET UP AN ON-SITE PRE -CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE MEETING 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY OR DEMOLITION IS A VIOLATION OF CHAPTER 17 ON THE CITY CODE AND SUBJECT TO A FINE. 3. PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE ALL TREES, AND STRUCTURES TO REMAIN AND BE PROTECTED. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, AND ANY OTHER MEASURES AS SHOWN ON STAGE 1 PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN SOIL. 8. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT, CLEARING AND GRUBBING MAY BEGIN. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 9. CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS. 10. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 11. DEMOLITION OF EXISTING SITE. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH DEMOLITION. 12. BEGIN GRADING ACTIVITIES, INSTALLING ADDITIONAL EROSION CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR. 13. ALL FILL PLACED SHALL MAINTAIN POSITIVE DRAINAGE TO SKIMMER BASINS AT ALL TIMES. 14. AS CONSTRUCTION COMMENCES, THE CONTRACTOR SHALL ADJUST DIVERSION DITCHES, AS NECESSARY, AS SITE IS BROUGHT TO FINISHED GRADE. 15. AS STORM INLETS ARE ADDED, PROVIDE INLET PROTECTION AS INDICATED ON C2.06. 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS. REFER TO THE CITY OF CHARLOTTE SEDIMENT AND EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. 17. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. 18. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVAL OF EROSION CONTROL COORDINATOR. 19. ONCE CONSTRUCTION IS COMPLETE AND SITE IS STABILIZED, CONTACT EROSION CONTROL INSPECTOR TO SCHEDULE SITE VISIT REQUESTING REMOVAL OF THE EROSION CONTROL SKIMMER BASIN. ONCE APPROVED BY INSPECTOR, REMOVE BASIN AND INSTALL FINAL RUN OF STORM DRAIN PIPE AND PERMANENT RIP RAP APRON. 20. ALL EROSION CONTROL DEVICES SHALL BE CHECKED WEEKLY AND WITHIN 24 HOURS AFTER EVERY MAJOR STORM EVENT GREATER THAN 1/2" OF RAINFALL. IF ANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE 21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE SEDIMENT AND EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM). GENERAL NOTES: 1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. LOCATION OF FILL/HAUL MATERIAL MUST BE DISCLOSED TO THE EROSION CONTROL INSPECTOR AND MUST BE HAULED TO A PERMITTED SITE. 5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 6. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING [CLDSM #30.16] 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 10. CONTRACTOR SHALL ENSURE THAT ANY ON-SITE OVER EXCAVATION AND BURIAL OF UNSUITABLE SOIL SHALL BE OUTSIDE OF ANY PROPOSED BUILDING ENVELOPES AND LOCATIONS OF BURIAL RECORDED. 11. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA INSPECTOR. DISTURBED AREA - 4.4 ACRES r l \V r lU-J / O RIM: 689.67 DB 10799 Pg 597 6�6 18" INV. IN: 683.09 (PROP CB -4) Lot 3 MB 9-493 24" INV. OUT: 683.09 (PROP FES -2) Zoning: R-3 V %0 ` \ r� TEMP. CHECK DAM I 'Q C� LIMIT OF DISTURBANCE ,. (CLDSM 30.10A) TYP. \ N \ C �9 \ / 4.4 ACRES \ m \ TEMP. SILT DITCH N Q S� CONSTRUCTION FENCE ' • (CLDSM 30.05) TYP. \ \ \ LIMIT OF DISTURBANCE m / DRAINAGE BOUNDARY TO A \ Tax Laul SKIMMER BASIN w \ DB 0, �V . / SINGLE ROW SILT FENCE (TYP) Q° /� I Lc I--- -695 _ 1\ /ZIP \ \ \ 0) co -696 \ \. N' 1 o SINGLE ROW SILT FENCE (TYP) \ \ I I o0 o CONSTRUCTION ENTRANCE \ / "D II (CLDSM 30.11 A) \ ' 0 o LIMIT OF DISTURBANCE 4.4 ACRES �°j bo / o \ m X - _ , L / Q 697 \ / s r loq6 oQ o0 69 6g9 t t 1 1 1 1 1 1 I 1 1 1\ 1 1 1 1 1rft 1 14 1 1 xl 9 \I 1 1 700 7� _ 700 neer = � I ♦ � �- - ,f 7034 4 - \ T '. ' '_� Toe I Now - 703 Gr44e-702.87' / (unable ta-deteunin_ _703 inverts) / 1 1 1 1 1 1 1 t` Ri; ' = 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •1 1 1 1 1 f\1 1 J -1-t *1-1 1- LRim N=69= 3.15 /- �s In,invInLEGEND: Rim=5' p InvinE=?? ST SiGrate-7 CONSTRUCTION ENTRANCE �-- - In In=7 Grate=701.99' Grate=702.42 ` - LIMITS OF DISTURBANCE ■ ■ InvIn=700.2' InvinE=699.2' 6 24" InvOut=700.1' InvinS=699.3'J� > ,nvout=699.1. / conc. TEMP. DIVERSION DITCH TD- Rim=703.11' flume --�� / Inlet=701.37'I �nvin"E=699.5' INLET PROTECTION nv6 99.3' InvOut=ut=699.2' O f W 1 Ri-703.1 ROCK CHECK DAM Invin=699. Invout=69 CONSTRUCTION FENCE X I Grate=703.68" � I ' SILT FENCE Invout=70 PIN 18-313-398 I -1 TEMP. STORM PIPE \ CHARTER TOWNHOUSE BASIN BAFFLES o 0 0 ASSOCIATES SHARON RD. DRAINAGE AREA v CHARLOTTE, NC 28210 PROPOSED MAJOR CONTOUR 0 Z DB 5285, PG 426 G MB 21, PG 840 PROPOSED MINOR CONTOUR m� ZONED: B-1(CD) & R-15MF(CD) � EXISTING MAJOR CONTOUR -------- 0--------- ?3 z11 .11 EXISTING MINOR CONTOUR 2/4/2019 3:48 PM BARRETT BLACKBURN N:\ 2018\1018289\CAD\CONSTRUCTION DOCUMENTS\OFFSITE ROADWAY\18289 PLN -EC PH2.DWG ORIGINAL SHEET SIZE: 30" > LandDesi&m. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 SEAL ��\\11111111/ff -DE S IGN fl% CORPORATE _ = SEAL PROJECT SHARON TOWERS PRESBYTERIAN HOME AT CHARLOTTE 5100 SHARON ROAD LANDDESIGN PROJ.# 1018289 REVISION / ISSUANCE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE NORTH VERT: N/A HORZ: 1"=40' 0 20' 40' 80' SHEET TITLE EROSION CONTROL -STAGE 2 SHEET NUMBER C2.06