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HomeMy WebLinkAboutNCC242784_Site Plan or Location Map_20240912 N N N N N N N N N N N 00000 N CO NCI O O ,- N N O 0 0 0 N 0 4') 0<+) f0 OD finHELPMATE INC 2 Digitally signed by Brian Saltzm! O Q a Q C3 � o DN:C=US, F L Q Q o E=brian.salizman@cdge.com, F O=CDGE,OU=Civil Engineering, o, UO Q .s H H CN=Brian Saltzman _, m H m m g 2 Date:2024.08.2712:49:40-04'00' m Q N D co co ( W ' mre00 0 DEVELOPMENT PLAN CITY OF ASHEVILLE _ J 0 www g o � wcoa � I_ s w• w 00 O w w reW S c U V a a E w Cl) - E 2 NOTES PROJECT MAP CONTACTS z N I SITE NOTES: N DEVELOPER: CONTACT INFO: ��N CA 04,,,,,/,‘. '' o oEEssfoti ti; 1. PROJECT ADDRESS: VERONICA LN.,ASHEVILLE,NC 28801 BEVERLY-GRANT ALLEN PEELS =y� v� v 2. TOTAL ACREAGE: 7.15 AC w�E APEELE@BEVERLY-GRANT.COM i ILA! 3. ZONING: INST I � (828)274-7084 _4. PROJECT PIN NUMBER(S): 9648551615 B 70 PEACHTREE RD.,SUITE 210 0,p ,5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: MCABEE&ASSOCIATES,P.A. I ASHEVILLE,NC 28803 4N to 6. EXISTING BOUNDARY INFO PROVIDED BY: MCABEE&ASSOCIATES,P.A. .,,�;,,SA,"'O 7. FEMA FLOOD PANEL: 37009648003 OWNER: CONTACT INFO: 8. RECEIVING STREAM: RECEIVING STREAM 9. SOIL TYPE(S): ExE,EwE,ExD HELPMATE,INC HELPMATE,INC gERS& 10. DEED BOOK/PAGE: 6000/0637 a PO BOX 2263 G�� 9Ss 11. LATITUDE/LONGITUDE: 35.5813,-82.5485 I ASHEVILLE,NC 28802 �� NORTH 12. DISTURBED ACREAGE: 3.94 AC 5� 13. EROSION CONTROL REVIEW: CITY OF ASHEVILLE 4 cb CAROLINA ..o. 14. STORMWATER MANAGEMENT REVIEW: CITY OF ASHEVILLE I ,` w' I ENGINEER: CONTACT INFO: ''c`�TC q91 ,.• ` CDG ENGINEERING BRIAN SALTZMAN,P.E. GENERAL NOTES: BRIAN.SALTZMAN@CDGE.COM I (828)232-4700 V. 15 ARLINGTON STREET o N o 1. CONTRACTOR(S)SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND/OR o `�\, w o t. ih MOVEMENT OF ANY SURVEY-LOCATED CONSTRUCTION STAKES.CONSTRUCTION STAKING SHALL REMAIN IN I ASHEVILLE,NC 28801 w NM. E PLACE AND BE PROTECTED UNTIL THE OWNER APPROVES THEIR REMOVAL.ANY STAKES THAT HAVE BEEN .. z N o �` SURVEYOR: CONTACT INFO: ' m " N = ` N M DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED SURVEYOR ENGAGED rc m w a o mo E ob N c, BY THE CONTRACTOR AT NO COST TO THE OWNER. o,Z m cN° v MCABEE&ASSOCIATES,P.A. ERIC S.MCABEE,P.LS. S ai . no • 2. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD TO SUPERVISE CONSTRUCTION. IT IS 4I SURVEYOR EMAIL ¢ '. 3 SPECIFICALLY UNDERSTOOD THAT THE ENGINEERING FIRM DOES NOT UNDERTAKE NOR ASSUME ANY I ` < t o @ 1 3 MCABEE TRAIL rn rn OBLIGATION FOR SUPERVISION OF CONSTRUCTION MEANS AND METHODS AND/OR SAFETY MEASURES TAKEN =::1 .. o o .. JI FAIRVIEW,NC 28730 m m .. m E a a LL 3. THE ENGINEERING FIRM IS NOT RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE CONSTRUCTION DURING THE COURSE OF CONSTRUCTION. J'14.,,J�. o I o l' S 00 DOCUMENTS AND/OR ALL APPLICABLE REGULATORY RULES.THE ENGINEERING FIRM MAY BE CONTRACTED TO I LANDSCAPE ARCHITECT: CONTACT INFO: OBSERVE CONSTRUCTION AND ADVISE WITH REGARD TO ADHERENCE TO THE CONSTRUCTION DOCUMENTS AND REGULATORY COMPLIANCE,BUT NO RESPONSIBILITY WITH REGARD TO THE CONTRACTOR'S PERFORMANCE ISI SITEWORK STUDIOS,PLLC SUZANNE GODSEY,PLA LEED AP c PROVIDED OR IMPLIED. SGODSEY@SITEWORKSTUDIOS.COM 4. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW IMPROVEMENTS ON THE SUBJECT SITE AND ADJACENT 82 PATTON AVENUE,SUITE 700 N • PROPERTIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING I N.T.S. ASHEVILLE,NC 28801 (IND . v CONSTRUCTION. 5. LOCATION OF ALL EXISTING UTILITIES,AS SHOWN HEREON,ARE PROVIDED BY THE PROJECT SURVEYOR.THE • LOCATION AND ANY INCLUSION OR OMISSION OF UNDERGROUND OR OVERHEAD UTILITIES IS THE SOLE ARCHITECT: CONTACT INFO: +a in RESPONSIBILITY OF THE PROJECT SURVEYOR AND NO WARRANTY IS PROVIDED OR IMPLIED BY THE LOCATION CARLETON COLLINS ARCHITECTURE CARLETON COLLINS,AIA REFLECTED IN THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE,SIZE AND LOCATION OF CCOLLINS@CARLETONCOLLINS.COM N ALL UTILITIES AND OTHER FEATURES WHICH MAY AFFECT CONSTRUCTION.CONTRACTOR SHALL NOTIFY (828)552-5415 c 0) DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THOSE INDICATED IN THE PLANS. VICINITY MAP 125 S.LEXINGTON AVE.,SUITE 101 6. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT THE APPLICABLE PERMITTING FROM THE C ARMY CORPS OF ENGINEERS AND STATE AND LOCAL AGENCIES. ASHEVILLE,NC 28801 LLI O •7. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO,OR CONCURRENT WITH,ANY LAND DISTURBING ACTIVITIES. EROSION N •C W "I CONTROL IS A REQUIREMENT REGARDLESS OF PERMIT REQUIREMENTS AND MEASURES SHOWN OR NOT SHOWN = ' IN THESE PLANS. I Wlit. E N 08. ANY EXCESS CUT/SPOIL MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF AT /-240 SHEET INDEX AN APPROPRIATELY PERMITTED SPOIL SITE.CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO m PLACEMENT AT AN OFF-SITE LOCATION. 8 a 9. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER AND/OR APPROPRIATE 00-G-� z E REGULATORY AGENCY PRIOR TO THE COMMENCEMENT OF WORK. I GO ,, 0 NO.: TITLE: NO.: TITLE: 3 C-0 COVER SHEET C-7.0 OVERALL SANITARY SEWER PLAN U - I �k/ C-1.0 MASTER LAYOUT C-7.1 SEWER PLAN&PROFILES > Q C-2.0 EXISTING CONDITIONS&DEMOLITION PLAN C-7.2 SANITARY SEWER DETAILS 1 N Oz E ik C-3.0 CLEARING&GRUBBING PLAN C-7.3 SANITARY SEWER DETAILS 2 i INSPECTION SCHEDULE: 0 �./T( C-3.1 MASS GRADING PLAN S-1.0 STEEP SLOPE COMPLIANCE PLAN Z 1. NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE OWNER, I = rn C-3.2 FINAL STABILIZATION PLAN U -I 1-1 m rn Z 0- O g THE CONTRACTOR,THE ENGINEER,AND A REPRESENTATIVE OF THE APPROVING JURISDICTION. C WHITE C-3.3 EROSION CONTROL DETAILS 1 !__! o 2. ALL SHOP DRAWINGS SHALL BE SUBMITTED AT OR PRIOR TO THE PRECONSTRUCTION MEETING. Rt z FAWN DR. C-3.4 EROSION CONTROL DETAILS 2 L Z N t 3. ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS. C-3.5 EROSION CONTROL DETAILS 3 H LLJ 4. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS. I / SITEC-3.6 NCGO1 GENERAL DETAILS Q d U w 5. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR Z ADDITIONAL REQUIREMENTS AND STANDARDS. n LOCATION C-5.0 GRADING&STORMWATER PLAN a 0 In Qko:r6� C-5.1 STORMWATER PLAN&PROFILES 1 ww 0O _P C-5.2 STORMWATER PLAN&PROFILES 2 I w arl°`Zj P\OC-5.3 STORMWATER STRUCTURE&PIPE TABLES . 0 QJ ` mGe6' C-5.4STORMWATER DETAILS 1Q o J C-5.5 STORMWATER DETAILS 2Al THECITYOF - C-5.6 ADS STORMTECH MC-7200 DETAILS ASHEVILLE E OP C-5.7 STORMWATER CONTROL MEASURE SCM-A DETAILS . A LLO .. ck-Q C-5.8 STORMWATER CONTROL MEASURE SCM-B DETAILS Engine ring Approval o C-6.0 OVERALL WATER EXTENSION PLAN Grading&Stormwater v• BEFORE YOU DIG! C-6.1 WATER PLAN&PROFILES i CALL 811 C-6.2 WATER DETAILS -Approved SW & GR Plans 082924 N.C.ONE-CALL CENTER T IT'S THE LAW! N.T.S. C-6.3 WATER DETAILS 2 I laurelcross CO o y ce m 08/29/2024 11:06:56 AM z U This certificate of approval provides nonce of the right to inspect by the City of ',,Z, O N O Asheville,to ensure compliance with NC G.S.113A Article 4. CI_ lfl o it