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SHEET NAME
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CONSTRUCTION SEQUENCE NEW BERN, NORTH CAROLINA THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY O
HOUSES ON 26 PREVIOUSLY SUBDIVIDED LOTS.
1. OBTAIN LAND DISTURBANCE PERMIT
2 SCHEDULE A PRE-CONSTRUCTION CONFERENCE PROJECT REVISIONS 41111
3. INSTALL TEMPORARY SILT FENCE
4. INSTALL TEMPORARY SILT FENCE ownersAgRal-t;iki‘
NO. DESCRIPTION BY DATE
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1 NCDEQ COMMENT$ JGT 10.N.24
6. INSTALL INLET PROTECTION,IF NECESSARY7 BUILDING PAD INSTALLATION
8. UTILITY INSTALLATION '• ,
9. BUILDING CONSTRUCTION
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11. INSTALL PERMANENT STABILIZATION 12. REMOVE TEMPORARY EC MEASURESRAL j,G 4.0414r*. \,:
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BUILDER-LOT DEVELOPER
ADAMS HOMES AEC,LLC }�
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OFFICE:850.934.0470 '�
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� s PROP.OWNER-SUBDIVISION DEVELOPER
!I? BELLE OAKS II,LLC. .1
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GENERAL NOTES AND SITE DATA ii B 3 OFFICE:252.633.0068
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1. THIS PROJECT CONSISTS OF SEDIMENTATION AND EROSION CONTROL TO SUPPORT THE 33o6 t M -�
CONSTRUCTION OF SINGLE FAMILY HOUSES ON 26 LOTS WITHIN THE REFERENCED SUBDIVISION. �. §� ®@ CONSULTING ENGINEER 7
2. BOUNDARY&LOT DATA AS SHOWN IS AS PROVIDED ON THE PLAT ENTITLED'BELLE OAKS,PHASE 4MS Ch N xot' THOMAS ENGINEERING,P.A. L 0�
VI,A PLANNED UNIT DEVELOPMENT",AS PREPARED BY JOSEPH C.AVOLIS,PE,PLS(#L-5308), 8 g $ P.O.BOX 1309-1316-B COMMERCE DRIVE I_ E
DATED MRCH I,AS RECORDED IN PLAT CABINET J,SLIDE 82-F OF THE CRAVEN COUNTY
REGISTRY. EROSION CONTROL PROVISIONS wwm • g NEW BERN,NORTH CAROLINA 28563
3. DEED REFERENCES:DB 3581,PG 564&DB 3804,PG 1894. 1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NCOENR EROSION S 11
OFFICE:252.637.2727 FAX:[phone]
4. PARCEL JDS#8-207E-130 THROUGH B-207E-155. CONTROL ADMINISTRATOR AND THE EUGINEER OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL EROSION CONTROL GENERAL NOTES
5. CURRENT LOT PROPERTY ADDRESSES ARE AS SHOWN. BEGIN i. IN THE EVENT OF A CONFECT BETWEEN THE RESJIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL SA
COPYRIGHT 02024 BY THOMAS ENGINEERING P.A. O
6. THIS SUBDIVISION IS A COMBINATION OF R-86R-10S ZONING. 2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSALL APPROPRIATE EROSION CONTROL MAY ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS.TIE MORE RESTRICTIVE REQUIREMENT5 2 L7
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7. TOTAL PROJECT ACREAGE IS 822 AC+. NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER. SHALL PREVAIL. n0 ALL RIGHTS RESERVED.THESE DRAWINGS ARE
8. ANY AERIAL IMAGES PROVIDED HEREIN ARE FOR CONCEPTUAL AND SCHEMATIC PURPOSES ONLY 3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND El OF SERVICE AND AS SUCH REMAIN
AND MAY NOT ACCURATELY REFLECT ACTUAL FIELD CONDITIONS INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTUREING ACTIVITIES 24 HOUR NOTICE.REQUIRED). SEDIMENTATION CONTROLPLAN A
9. ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S 4. INSTALL SAG INLET PROTECTION AT ALL CATCH BASINS,DROP INLETS,AND WARD INLETS 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC 6 THE PROPERTY OF THOMAS ENGINEERING P.A.
ASSOCIATION. ACCORDINGING TO TO DETAILS. UNANNOUNCED NSPECTICNS TO DETERMINE COMPLIANCE AND A COPY OF THE PLAN MUST BE ON FILE AT THE �•. NEITHER THIS DOCUMENT NOR ANY PART OF THIS ^`
10. ELEVATIONS ARE BASED ON NAVD 86 5. FIELD LOCATE ANDINSTALL OVIDESTONE CNCOVERIOEVICES ENTRANCES AT EACH URESLOT AS SHOWN ON DETAILS. JOB SITE.IF IT IS DETERMNED THAT ASUR IMPLEMENTED RTHAT IS INADEQUATE,THE ENGINEER MI RITHSTARE DOCUMENT MAY BE REUSED,REPRODUCED OR/1 EXISTING PRE-DEVELOPED CONTOURS AS SHOWN ARE AT ONE FOOT INTERVALS. 6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN THE INSTALLATION OF ADDTIONAL MEASURES AND/OR THAT THE PLAN REVISED TO COMPLY WITH STATE TRANSMITTED IN ANY FORM OR BY ANY MEANS,
12 PROPOSED PROJECT IS HIGH DENSIT,WITH MORE THAN 24R,COVER,AND IS TREATED VIA THE EROSION FOR ALL EXPOSED SLOES WITHIN DAYS OF COMPLETION OF ANY PHASE OF GRADING ON LAW. VICINITY SKETCH ELECTRONIC OR MECHANICAL INCLUDING BUT NOT _ADJACENT OFFSITE WET DETENTION BASIN STORMWATER CONTROL MEASURE. PERIMETER AREAS AND SLOPES STEEPER THAN 3'1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 4_ IN ORDER TO COMPLY WITH THE INTENT OF THEECT THE SCHEDULING OF THE LAND OISTURBINAG ACTIVITIES IS NOT TO SCALE
Ia PORTIONS OF THIS PROJECT SCALE WITHIN ZONE'X.,,054555HADAT X",AND ZONE2020/AS DAYS. TO BE SUCH THAT BOTH TFE AREA OF EXPOSURE AND THE TIME BETWEEN THE LAND DISTURBAINCE AND THE LIMITED TO PHOTOCOPYING,MICROFILMING AND
SHOWN AND AS PER FLOOD INSURANCE RATE MAP 3720546900K,DATED JUNE 19,2020 AS 7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY PROVIDING OF A GROUND HOVER IS MINIMIZED. RECORDING,OR BY ANY INFORMATION STORAGE
ESTABLISHED BY FEMA.THIS REPORT IN NO WAY NTALSUPERCEDES THE ABOVE MENTIONED FIRM. BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO SEEP ALL EROSION OL DEVICES IN 5. UNLESS A TEMPORARY.MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN STRAIWMULCH
14. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN. PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO$5000.00 PER MUST BE APPLIED.AT A MINIMUM RATE OF 2i0N6/ACRE,TO ALL SEEDEC AREAS.THE MULCH M UST COVER AT AND RETRIEVAL SYSTEM,WITHOUEERIN$$IDN IN R�
la RECEIVING STREAM FOR THIS PROJECT IS AN UNNAMED TRIBUTARY OF WILSON CREEK(27-101-37, DAY OF VIOLATION. LEAST 5YS OF THE SEEDED AREA AFTER IT IS EITHER TACKED,WITH ANACCEPTABLE TACKING MATERIAL,OR WRITING FROM THOMAS ENGINEERING P.A. _
c;CT;NSW). 8. THE ENGINEER RESERVES THE RIGHT RO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD CRIMPED IN PLACE
16. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE.NO SECTION 404 WETLANDS ARE THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY V iEGETATIVE •
TO BE DISTURBED ON ANY INDIVIDUAL LOT 9. ACCEPTANCE AND APPROVAL OF THISPLAN IS CONDITIONEDUPON YOUR COMPLIANCE WITH FEDERAL AND, COVER.AND MUST BE PROVI ED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN A \
17. NEUSE RIVER RIPARIAN BUFFER AREAS REGULATED UNDER ISA NCAC 0213 EXIST ON THE STATE WATER QUALITY LAWS,REGULATION AND RULES.IN AUDITION LOCAL CITYANND COUNTY MAXIMUM OF 7 CALENDAR DAYS OFEDING TIONOF ANY PHASE(ROUGHIT
OR FINAL)OF GRADING(ANNUAL RYE FINAL
n♦PROJECT SITE AS INDICATED ON THE PLAN.NO BUFFER AREAS SHALL BE DISTURBED IN ANY ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY GRASS IS NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITWTE FOR THE FINAL DRAWINGS
MANNER WITHOUT THE WRITTEN APPROVAL OF THE DIVISION OF WATER QUALITY 10. PLEASE BE ADVISED OF THE RULES TC PROTECT AND MAINTAIN EXISTING BUFFERS ALONG PROVIDING OF A TEMPORARY GROUND COVER). •�
18. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS' WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS.THEE RULES ARE ENFORCED BY THE DIVISION OF' 7. PROTECT STORM PIPE INLETS FROM SEDIMENT RJNOFF FROM LAND DISTURBING ACTIVITIES WNTH SILT FENCE, Released for pBI'ITllts(�'I)1CICIlitb only, in l
A.15 FOOT EASEMENTS ALONG ALL RIGHTS-OF-WAY WATER RESOUPCES(DWR). STONE CHECK DAM,ORABS FILTER AS APPROPRIATE FOR SITE CONDITIONS
B.5 FOOT EASEMENTS ALONG ALL SIDE LOT LINE S. 8. PROVIDE PERMANENT SEEDING INACCORDANCE NITH THE SEEDING SCHEDULE ]lot released for CO11StT11ct1O11. J
C.10 FOOT EASEMENTS ALONG ALL REAR LOT LINES. 9. SILT FENCE OUTLETS ARE 50 BE FIELD LOCATED N LOW POINTS ALONG'ROPOSED SILT FENCE'.(TYPICAL)
D.OTHER EASEMENTS AS SHOWN. 10 O CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED ON EACH LOT PEP CORRESPONDING OR'AINAGE V/
19. TYPICAL MINIMUM BUILDING SETBACKS AREAS FOLLOWS' DEMOLITION NOTES PATTERN TYPE EROSION CONTROL DETAILS s
A.15 FOOT FRONT SETBACKS 1. CONTRACTOR SHALL CONTACT NORTF CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 8110R I-800-632-4M. ll888 ,,�illlttfl
B.5 FOOT SIDE SETBACKS ADJACENT TO PUBLIC STREETS AT LEAST 48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY OR DIGGING IUD HAVE ALL ii. CONCRETE WASHOUTS SHALL RE INSTALLED ANDMAINTAINED IN ACCORDANCE WITH EROSION(CONTROL t,As�, ti1l,,•f+i,rt A,J �4�CAR'CAP C. ,�
C.S FOOT SIDE SETBACKS UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. NOTES AND DETAILS.FIELD LOCATE IN ACCESSIB'-E LOCATION COORDIM ED WITHAPPROVINGIAUTHORITY, TT++`` "'R'//A • LA'
E.OTHER SETBACKS AS SHOWN AND NOTED D.10 FOOT REAR SETBACKS 2 THE CONTRACT.DEMOLLITIONWORK'S RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR 12 LIMITS OF DISTURBWAY FROM STORM ANCE FJR LOTLDEONSTRUENTETS AND AS ROUNDED UP TO 4 ACRES,WHICH INCLUDES THE O4'PD ,2'4 , °,s04 33l0 0
INSTALLATION OF THE TEMPORARY CONSTRUCTION ENTRANCES TO THE BACK OF CURB. `I.SV` �. ' -� - O
20.PLOT PLANS FOR ANY GIVEN LOT MAY BE REQUIRED BY THE CITY OF NEW BERN. 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS TIE OWNER AND/OR ENGINEER FOR ANY AND A LL F" SEAL S'' �-, Q EAL, - ^\
21. THE TOTAL NUMBER OF LOTS IN BELLE OAKS PHASE VI IS 26. INJURIES AND/CR DAMAGES TO PERSONNEL.EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND C-438 ¢ - L01 7 V/
22. THE AVERAGE LOT SIZE IN BELLE OAKS PHASE VI IS 6.578TF. CONSTRUCTION'DESCRIBED IN THE PLANS AND SPECIFICATIOINS. GENERAL CONTRACTOR REQUIREMENTS e. 4.
23. THE MINIMUM LOT SIZE IN BELLE OAKS PHASE VI IS 4�35 SF(LOT 133). 4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND D01 ` ti` ,,,,nnnn �
24. THE TOTAL LENGTH OF STREETS IS 881 LPR NOT INCLUDE MECHANICAL.ELECTRICAL AND MISCELLANEOLS STRUCTURES.IT IS THE RESPONSIBILITY OF THE 1. THE CONTRACTOR SHALL TOR ISINACOM11PLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT ALL 'Z 'c. '4,, •
TIMES THAT THE CONTRACTOR IS PERFORMING WORK. ,08 +i0 in "
25. THE AVERAGE LOT WIDTH IN BELLE OAKS PHASE VI IS 52 LF CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON TIRE ' '�
26.SITE TABULATION: DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOJNTERED DURING EXAMAINATION ARE 2. THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED �,F*1 gg3•,,,0 •Wss,"
PRIOR TO THE START OF CONSTRUCTION. low 4-
LOTS: 393ACRES SIGNIFICANTLY DIFFERENT THAN iHO:E SHOWN THE CONTRACTOR SHALL NOTIFY THE ENGINEER rt 11 'A Ititli V
COMMON AREA/OPEN SPACE' 288ACRES IMMEDIATELY 3. WITHIN ALL NOTES PROVIDED IN THE PLANS,THE TERM CONTRACTOR'SHALL MEAN THE GENERAL141
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RIGHTS OF WAY' 141 ACRES 5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STAATE CONTRACTOR AND ANY SUBCONTRACTOR,VENDOR,OR SUPPLIER PERFORMING CONSTRUCTION ON THE SITE.
TOTALS 822 ACRES APPROVED WASTE SITE AND INACCOPDANCE WITH ALL LOCH_AND STATE CODE S AND PERMIT REQUIREMENTS. 4. THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR COVER& VICINITY
27 ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES,UNLESS OTHERWISE SHOWN. 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS,CONTRACTOR GETS CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION.
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28.OPEN SPACE S 6 AS THEY ARE DEEDEDMTO THEON EAS SHALL BE PROPERTY OWNERS AINED BY THE SSOCIATION.EI/ELOPER UNTIL SUCH TIME 7 ASBESTOS OR HAZARDOUS MARITTEN AUTHORIZATION TERIA THETO IF FOUND ON SITE,SHALL BE REMOVED BYA LICENSED HAZARDOUS5 L AUTHORITIES 5 OR IN THE FFIIELD.EITHERLPRIORDTOTBEGINNNINIG WORK ORIDURINGG CONSTRUCTION INITHOFIELD.DRAWINGS
29.PROPOSED WATER SERVICE OWNER IS THE CITY OF NEW BERN. MATERIALS CONTRACTOR.CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS A RE 6. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO BELLE OAKS PHASE VI
30.PROPOSED SEWER SERVICE OWNER IS THE CITY OF NEW BERN. ENCOUNTERED. BEGINNING CONSTRUCTION.31.REFUSE 111
32. WATER ANERVICE TO BE PROVIDED BY THE CITY DSEWERSERVICELOCATIONSAREASOF NEW SHOWN..ERN. 8. CONTRACTOR SHALL DURINGDEMOL'TIONACTTECT ALL TIVITIES IFDITURBED,CONNER PINS, OTRACTORSHALLLPAVEDISY TURBEDAENDMSRESETARKS BYA 7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND AND UTILITESPRIORTOCONSTRUCTIONANDISRESPONSIBLEFORANYDAMAGETOTHEMDURINGVERHE4D INDIVIDUAL LOT SEDIMENTATION&
33.ELECTRICAL TO BE DESIGNED AND PROVIDED BY THE CITY OF NEW BERN. LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNERR. CONSTRUCTION.
34.DESIGN OF ELECTRICAL,CABLE,TELEPHONE,GARETC.UTILITIES SHALL BE BY OTHERS.ALL 9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE.FEDERA.,AND OSHA REGULATIONS WHEN OPERATING 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE WITHIN THE EROSION CONTROL PLANS
UTILITIES TO BE LOCATED UNDERGROUND. DEMOLITION ECUIPMENT AROUND UTILITIES. PROJECT SITE OR ALONG ADJOINING PROPERTIES,INCLUDING BUT NOT LIMITED TO PAVEMENT CURB,
35.ALL ROOF DRAINS SHALL BE DIRECTED INTO THE ON-SITE STORMA TER SYSTEM, IS CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NC DOT UTILITIES,SIDEWALK LANDSCAPING.DRAINAGE PIPES,ETC THE CONTRACTOR SHALL REPAIR AND/OR "A PLANNED UNIT DEVELOPMENT"
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36.ALL INTERNAL STORM DRAINAGE SHALL BE IS"REINFORCED CONCRETE PIPE UNLESS OTHERWISE STANDARDS AND AS REQUIRED BY LOAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS.ROADS, REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY IF NECESSARY,OR PRIOR TO THE END OF THE
NOTED. HIGHWAYS,ETC IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE PROJECT AT NO COST TO THE OWNER.REPAIRS SHALL BE IN ACCORDANCE WITH LOCAL REGULATION TOWNSHIP NO.B-CRAVEN COUNTY-NEW BERN,NC
37 STATE OF NC SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED. WITH THE LOCAL AND/OR STATE AGENEES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED
38. STATE OF NC STORMWATER PERMIT IS REQUIRED(HIGH DENSITY). WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES REQUIREMENTS AND SHALL BRING THE DAMAGED ITEM TO A CONDITION SUBSTANTIALLY EQUAL TO ITS PRIOR
39.PUBLIC WATER SUPPLY(PWS)PERIAIT IS REQUIRED. 11. CONTRACTOR SHALL PROTECT AT ALLTIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO STATE SCALE:NOT TO SCALE DATE:07.22.2024
40.SEWER EXTENSION PERMIT IS REQUIRED. DEMOLITION OF CONSTRUCTION ACTIVITIES 9 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING FIELD ADJUSTMENTS IN THE
41.STREET SIGNS ARE TO BE ADDED TO THE STREETS UPON SITE WORK COMPLETION. 12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE- EVENT OF CONFLICTS WITH WATER,SEWER.DRAINAGE.OR UTILITY LINES,EXISTING OR PROPOSED.
42 THIS SITE CONTAINS NO KNOWN PROPERTY OR BUILDINGS ON THE U.S.DEPARTMENT OF UNLESS NOTED OTHERWISE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL TRASH,CONSTRUCTION PROJECT#:2024-021 SHEET:01 Of 04
144,INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES. 13. TREES OUTSIDE OF CONSTRUCTION LMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTD. DEBRIS,AND ORGANIC MATERIAL OFF-SITE AND IN A LEGAL MANNER. I