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Detail_20210708 (7)(� \—EX. {f'ETL4NOS \ ANNOTATION LEGEND: TBR: TO BE REMOVED TR: TO REMAIN TBRL: TO BE RELOCATED \ e� 50' TAR -PAY RIPARIAN ------------ ----- ------------------- ---------------- —_ -----, ------------- ---- 007 ------------ -----— —\ -- �\ -------- — ------ _ ------ ------- ------ -----_ ----------- 0O _--------------- '.2 --------- ------------------- 001 -----_ ---------_---- —------_---- -------------- ----- ---------- --------- __ ------------------------------- o ---- -- -- ----- - ---- - ------------------ ;;�� %';�✓;,,,;%'/ _— '— `—��I�IIIIII�III�IIIIIIIIIII ii�' V_'---r-pO--lo--- ----\ - 2�/8_'6-�---- --DD2�—� Q8II��I'IIIII�III�III iIIIIiII iIII' -D 9_\-_---_-_----^-- ---_^�-p -Q- ---- r-pr�-O� r -Q QO- Or p -------- -` ---\`♦�'\`iiI��i��iIIiI�II��I��III�II'II�II��i��III,;III��IIII ``♦ \ ---`-`�`` \ ` \ -\` ♦ �' II��i��iiI�!iI��III��II��III��III�II'IiIII��IIIIIII��I�II��II IIIII'iI';II�IIi�IiI�Ii�I�i�IIIIII�iII�II��i�IIIIII ----�-~-' �41----II ---- --------_-------- ------- -------- ---------_------ ---------_--------- -----_--------- ----------------------------— -------------------------- ------------ ----------— ------------------------------------------------'- -_--= ---m��dp5��1iboIitIIiiiIiIiiIiIiIIIIIIII J�-t]i � — ��r IIIIIIiiIIiiiiiIIIiIIiii�IIIiIIII�IiiIi�I'IIIiIIIIIIIIIIIiIi � ----`� ! IO90-_- -------''------------ OO_- OOI ------- = Or _-Q00-10--- QN In -----------oy _ _--" --------- i ------- � IiIIiI�IiIIIiiII` IS �i' Op p I\ � O 0 CID, 290-_ ------------------- _� ------------------ --------------- ------------------ REE (TBR) -- ----------------------- \ 1r \ � �\ r \\ r `\ \ \% \\ / 287------- o99.' ---- -/NVIN (125) = 29J45L �00 4 E5CURB % (126) = 29669'/NV(28) = 279.B0' /NV/N rYDNK (IBJ 32B 11 LOf RC/NV/N �27j = 29669' (MR) 35'RCP CUR/NVOUT/NV9N (129) = 282.17' S /NVUT 14 9__ I=279.70�I30)=293 \� /• ♦ II I II��I�IIIIII \\ ` \I \I ` \\\ \ `I\ \♦\\ I1 \ \\\ \\\\\ \\ — — — — — — — -- ----` y--------- ♦ \ ♦ \ ——y---------y--------- % \ / In LOD;' LOD LiD I I LOD ; LOD LODE LOD kOD LODE LOD LOf� LODLOD LOD �% LOD I�/OD OD LOD LO[� LOD �' LOD LODLOD LOD LODTLOD LOD / S S S S� RETAIL WAY s -/ S S S ( t13\ ( IBLIC R/W) o I I o 0 50 \v w cr rn o N W W W W W�W W` EX. 8" D/P WATER MAIN 372.53 LF OF 8"PVC �4N. MAIN ' _ _ _ l SS/ ------ -_---- ------ ------ "-------- "-------- ------ i RA, i /NV. /N (7) = 280.05' / '" -----------------"-__--------------____----------- "------------- ____----------"-____---------- ' -- /Nk \ /NV. OUT (9) = 279.85' , '�� -------------- ---- � �---------- _--------------------------------- \ I ------------------_-/NR � I / r I 50' TAR-PAM RIPAR14N BUFFER ✓� � I ; I I I / I IIII C n ■ DEMOLITION LEGEND EXISTING NOTE TYPICAL NOTE TEXT DEMOLITION NOTE PROPERTY LINE ADJACENT LOT LINE CONCRETE CURB & GUTTER SOIL ROAD --------------- WIRE FENCE X -- X -- X --- LOD LOD LIMITS OF DISTURBANCE 1m mr 1m mr 100-YR FLOODPLAIN FP FP FLOODWAY UNDERGROUND WATER LINE OVERHEAD WIRE —py----py-- FIBER OPTIC STORM SEWER =«««««« SANITARY SEWER MAIN HYDRANT f„t UTILITY POLE/LIGHT ` SANITARY MANHOLE ® WATER MANHOLE GUY WIRE ----� TREELINE fYYYYYYYYYYYYYYt WETLANDS C❑ LIGHT -0 LOD LOD— LIMITS OF DISTURBANCE SOILS GENERAL NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF LOUISBURG STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 4. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAYBE AVAILABLE. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB -SURFACE UTILITY INFORMATION INCLUDING HORIZONTAL AND VERTICAL LOCATION. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS, CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT OR CITY OF GOLDSBORO REQUIREMENTS ARE OBTAINED. 7. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK. 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. DEMOLITION NOTES 1. REFER TO GENERAL NOTES ON SHEET C-102. 2. ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO FENCING, UTILITIES, BUILDINGS, SEPTIC TANKS, WELLS, SIGNS, PAVING, SHALL BE REMOVED EVEN IF NOT SHOWN ON THIS PLAN. 3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPERLY DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 4. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED COMPLETELY. THE EXCAVATED AREA SHALL BE BACKFILLED WITH CLEAN FILL MATERIAL AND COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER VEGETATION, ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSEDIMPROVEMENTS. 6. WITH ANY CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE TO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE. 7. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A CLEAN EDGE. 8. ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT, TO ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES. 9. ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE (5) FEET BELOW PROPOSED FINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH SUITABLE FOR THE INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE, INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, SANITARY SEWER, WATER, AND ASSOCIATED SERVICES. ALL SERVICE LINES FROM THE WELL SHALL BE COMPLETELY REMOVED. ANY WORK PERFORMED ON THE WELL MUST BE DONE BY A LICENSED UTILITY CONTRACTOR. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION & EXTENTS OF ANY SEPTIC SYSTEM AND REMOVING COMPLETELY. ANY REMOVAL MUST BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS. 11. ALL EXISTING DRAINAGE PIPES AND FENCES WITHIN DEVELOPED AREA SHALL BE REMOVED COMPLETELY. 12. CONTRACTOR TO COORDINATE REMOVAL OF ANY EXISTING STORMWATER INFRASTRUCTURE WITH THE AUTHORITY HAVING JURISIDICTION. K I oa3 �P oat 20 10 5 0 20 1 "= 20' J J a L) Z miZ it W W Z W OLU J 0 moo (D Z W W W U) Z �- aY W 0 z 5 z W 2 11102 0- 0� Ur Z W W w> W Z>-UH�tn W Q 20 W Z _J>ZUW W0 U Q Q z Q OD��z�� U Z U ~ d J U) Q � z u) o Z > J 0 W U) REVISIONS REV DATE I COMMENT DRAWN BY L+ Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. FOR REVIEW PURPOSES ONLY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NCR211056 DRAWN BY: SJK CHECKED BY: CEY DATE: 7/2/2021 CAD I.D.: EXST 0 SITE IMPROVEMENT PLANS FOR GFD MANAGEMENT INC.1 LOUISBURG ANNEX LOUISBURG PLAZA RETAIL WAY FRANKLIN COUNTY LOUISBURG, INC 27549 BOHLERI BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, INC 27612 Phone: (919) 578-9000 NC@)3ohlerEng.com Q�OFESS /0 ° SEAL _ 485 0 SHEET TITLE: EXISTING CONDITIONS SHEET NUMBER: C-201 ORG. DATE - 6/23/2021