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Home My WebLink AboutSW3240203_Plansheet - Proposed Conditions/Site Plan_20240222 INGRESS/EGRESS EASEMENT NN: 3949980 COORDINATES S �� 0,��,� I \ PER DB 7728\736 E: 1573542.25 US FT. =per':P '•.S� NAD83 (NSRS 201V 'Q � � i3�_N \ N :W � ' 3 _ _ _ _ _ - - - - L� ) N 89'29'22 / v N 89 38'10" E 03.56 (TIE (F)IP (F)IP )�•��; N 89°3214" 608.47' \ 24"RC= \ / \ - - - - - - -� - P �� (F)IR _i5 SIDE SETBACK � o -- - - --- -- - - w 350.90 (TF) EDGE OF EXISTING GRAVEL DRIVE - _ __ _- - -- - - \ \ \ \\ \ � \\\ \ 1�_.•� - 602 • 603 604 60 606 - -- - -�- � ----- -- -- - �� \� \� VAA \ a,;: oc�.;.•: '. teoz` / - L�- IS I�G RA E - - - � - - - - - - - - - � . - o SEE CONSTRUCTION SEQUENCE NOTE 9, THIS so 1, N 89°32 15 E r 97.7�3 �i �- 5. C \ 24' GRAVEL ENTRANCE �- \\\\\ \ \ \ \ 603.2 .. :;'�:a ------ ----------- ------- _ ` I ------------------ � � o �\ I \ SHEET, REGARDING SB 2 BERM BREACH Ln v v o �� l F\ Cfl 605. �„ 2� 2 o 0.5 w,12� \ U 606.1 � \ �\ J \ \\ CONCRETE ENTRANCE \ V\� V A \�� '` F \ \ V �� - • / Z Z \�\\\ FOR 50 LINEAR FEET \ \ V A DISTURBED LIMITS 9, - p0 605.7 - \ °�- �n00 \ 3.21 Acres r �11' \ �` 5 Gk 66.1 05.s0+ - o z \\ \ `\ o 5.68 606.1-5 00 N�' 605 8 V A E \ -66z�� W L L w� 61j16 \ \ \ V \ V A \ V A \ V A r 0 6 5.5� �w �� ] V 0 / \ N \ \ \ V A \ \ \ V A L \ \ V A gVO oP P �. A/!� 02 \ V � \ A ' 605.5 � .�pP�6-� I� 'G � LL �1J CONSTRUCTION SEQUENCE \ \ \ \ \ \ \ \� \ \ \ l \ � 2✓� - gip ti. . \6 '1 6 1 � O f A 0 1 . OBTAIN EROSION CONTROL PERMIT. \ \ A \ V A VV \ V v �g 6o3`'r ,��y ' . �oyzz 2. PRIOR TO COMMENCING CONSTRUCTION, NOTIFY \ \ \ \ \ \ \ \ \\ \ \\ o\ \ 6oA ��2 Q 66 Q�2 �a ' - ,- _ _ _N \ EROSION CONTROL INSPECTOR. A \ v \ V A \\v \ \ vv ,�� v Zoe° - soy o� �65 �� \A A(F)IR 3. INSTALL PERIMETER EROSION CONTROL DEVICES. A \ �v A V A \ V A \ v ��rr 6045 SO 1? 4. REQUEST INSPECTION FOR PERIMETER INSTALLED AA 604.� 04. 4� �' � \ � EROSION CONTROL DEVICES. A \ \ \ \ \ \ V\ v v A o \ so 3 6°5 \ 5. CLEAR AND GRUB SITE. (ROADWAYS) A \ \ \ V LA V v v Ego 03 6. INSTALL INLET PROTECTION AS STORMWATER \ \ \ V�� \ \ \ \ � v v 03>> Tn 2 COLLECTION DEVICES ARE INSTALLED \ \ V A \ n , - / 7. GRADE SITE LAND DISTURBING PROCEDURES). A \ \A \ \ V A �� \� / 0 \ A -j / �o o ( \ \ \ \ F)IR �R - A 8. MAINTAIN EROSION CONTROL DEVICES, A MINIMUM \ \ \ V A fir CONCRETE HANDICAP 6p2 603 �s�� \ OF WEEKLY AND AFTER EVERY RAIN. \\\ \ \L \ \ \ \ �� PARKING AREA) 9. ONCE THE GRAVEL PARKING AREA IS GRADED AND \ \ \ \ \ y ��,, o o W \ \ STABILIZED WITH COMPACTED STONE, BREACH SB-2 \A V A\ \ \ \ 2 ,,,,� AT THE ROCK WEIR, LEAVING THE SEDIMENT FENCE \ \ _ \\ VA\\\ \ \ - �;' , �� . � / /\N�7 AND SEDIMENT FENCE STONE OUTLET IN PLACE. A - 10. LAND DISTURBING PROCEDURES COMPLETED AND \ \\ AO�/ s �� U SITE STABILIZED. 11 . REMOVE TEMPORARY EROSION CONTROL DEVICES \ \\ \ \ \ \ \ \ \ \ \\ \\ ,'; %';;, p PREPS %'2 ;, ;;,,-F�ELp R jl ;''1 // \\ /� w EXCEPT SEDIMENT BASINS & ANY SILT FENCE - �\\� \ \ \ \ \ �`C F\E� OWNER 'SEP1�C ,,, - / / (F)IR _ ,, BELOW BAISINS. \ \ \ \ \ \ \ \ �' \ / \ �- SEp g� ';;,';;, ;,, -C�+L 6.25 21 12. REQUEST INSPECTION FOR APPROVAL TO REMOVE \ \ \� \ \ \ � �\ \ PR�MPR� p pES�GN ,= -�' ,, N 83�2g EE2 0 BASINS & STABILIZE FILLED AREA. \ \ \ \ \ \ E \\ \ ;; 2 RP\NF�E� '"i�'� ,;- = ;�;--''' 515T ACK - - - , - TIE � \ \ � \ � \ p � '-�- - � i 48.5E ( ) 13. ONCE SEDIMENT BASIN AREAS ARE STABILIZED, \ \ \ '� \ \ \ \ 3 REQUEST FINAL INSPECTION. �\ \\ \1\\ \ \\ \ \ \ / \ - - _.f- - - STA 2+ \ "�' (F)AXLE (F)V' IR INSIDE (NOT USED) p OF 2 PIPE a (F)IR (NOT USED) a GENERAL EROSION CONTROL NOTES \\ \ \\ \\ \ \ \ \ \ \\ '��- - - - - - = TAL o } \\ \ - 600_ A\V A A A\ V A\V AV A - - LL'21 >� 72 TO y � - �� - - - � L o LT m 1. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAKES OR OTHER WATER \ V A V A \ A \ v 0 �� y y LTA I o couRSEs DUE To THE CONSTRUCTION of THIS PROJECT. 2. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, \V A \ V A A v i y N F- OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. \ \ \ \ \ \ - IR vs o 3. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE, THE DETERMINATION OF WHICH DETAIL \ \ \ \ \VA \ V A \\ )� v IS APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER. A \ \ \ \ \ V A \\ v v v I 4. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. EXCELSIOR MATTING SHALL BE PLACED IN \ \ \ \ \ \ V A V AA \\ m z DITCHES AS INDICATED HEREIN, AND OTHER AREAS THAT EXHIBIT MULCH DISPLACEMENT FROM VELOCITY SCOUR. V \ V A /� \ O 5. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE \ \\ \ \ \ \V A A AVA A \_ COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL WITHIN 14 \ \ v V A V A v F- CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR V \ \ \\ \\ V A \ v a PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. A \ \ \\ \V A V A A V 'v 6. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED V \ \\ \ \ \V A\ V A A \ (F)IR it AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETIONS OF CONSTRUCTION OR V A \ \ \ U DEVELOPMENT. 7. GROUNDCOVER MUST BE PROVIDED WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING. S. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO A \ V A / A �s Q(F)IR w LONGER WARRANTED, AT THAT TIME, AND WITH THE APPROVAL OF THE ENGINEER / EROSION CONTROL ADMINISTRATOR, THE EROSION \\ A A V A \ V A \ s� o CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION. A/ 9. WHERE CULVERT PIPES ARE TO BE INSTALLED UNDER ROADWAY, THE CONTRACTOR SHALL INSTALL THE CULVERTS AS RAPIDLY AS IS \\\\\\\ / \\\V �INAL GRADES PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP THE UPSTREAM AND DOWNSTREAM SIDES OF THE STREAM CHANNEL. PERMANENT \ 50 0 50 100 OUTLET PROTECTION SHALL BE PROVIDED AT ANY CULVERT THAT IT PASSES UNDER OR OVER IF THE CULVERT AREA IS DISTURBED. \ V A V )/ °z 10. ALL DISTURBED ROAD DITCHES OVER 3% WILL BE LINED WITH HIGH VELOCITY EXCELSIOR MATTING AND PERMANENT SEEDING V A ��j SCALE: 1 =50 Scale 1" = 50' Each Block Measures 50' > UNLESS OTHERWISE NOTED. A \ V ) I W 11. SEE EROSION CONTROL DETAIL SHEET FOR TEMPORARY SEDIMENT TRAP SIZING AND CULVERT OUTLET STABILIZATION. V A 12. ALL TEMPORARY DIVERSION DITCHES SHALL HAVE GROUND COVER ESTABLISHED WITHIN SEVEN (7) DAYS OF BEING CONSTRUCTED V A PER NCG01 SECTION IIB (2). A A 13. ALL CLEAN WATER DIVERSIONS SHALL BE IMMEDIATELY SEEDED TO ESTABLISH GROUND COVER & LINED WITH EXCELSIOR MATTING \\\\ AS INDICATED. 14. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD, AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY. 4'-0" PRIMARY WALK WIDTH 15. A SELF-INSPECTION MUST BE MADE OF THE PROJECT AFTER EACH PHASE OF THE PROJECT, AND THE INSPECTION SHALL BE ENTRANCEWAY DIMENSIONS o DOCUMENTED IN WRITING. THIS SELF-INSPECTION WILL BE PERFORMED IN ADDITION TO THE PRIDES SELF-MONITORING REPORT NOT DETAILED HERE REQUIRED BY THE GENERAL PERMIT DESCRIBED ABOVE. 0 g 16. ADDITIONAL EROSION CONTROL DEVICES WILL BE INSTALLED AS FIELD CONDITIONS DICTATE OR AS DIRECTED BY THE EROSION ® Uj CONTROL INSPECTOR. 24' Z T 17. ANY BORROW MATERIAL MUST COME FROM A PERMITTED SITE OR WASTE MATERIAL MUST GO TO A PERMITTED SITE. IF NOT IT T WILL BE AN EXTENSION OF THIS SITE AND SUBJECT TO PERMITTED SITE REQUIREMENTS. 1/4 PER FOOT TYP. 2" PAVED FOR e. � 3' WIDE 6" COMPACTED AGGREGATE HANDICAP PARKING ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL SHOULDER BASE COURSE 3' WIDE `�j�//�//�//�// a ¢ ° a SPACES Z z ♦ ' PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OF A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE SHOULDER \�/\\/\\/\\�\ °e ° d ° ° . . G°� C MANAGEMENT. TRASH / DEBRIS FROM DEMOLISION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A �`3'1 1 4" PER FT. \j\\j\\j\\j\\j\\j\\j\\j��, ® z FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF �- / //V//V//V//V//V//V//��/ WATER RESOURCES RULES AND REGULATIONS [15A NCAC 4B.0110]. 1 ' 3:1 V��j��ij�/�j�/�:�� 0 3 9 6 FIBER REINFORCED CONCRETE M z 0 NOTES: COMPACTED SUBGRADE 6" CABC ® ® 49 = CC LEGEND ONO 1 . SLOPE AWAY FROM STRUCTURES OR TOWARD PARKING/CURBS. W SITE AREA STABILIZATION STABILIZATION TIME TYPICAL DRIVEWAY SECTION q 2. PROVIDE EXPANSION JOINTS ADJACENT TO STRUCTURES OR CURBS AND AT 40'-0" 01) 002 DESCRIPTION TIME FRAME EXCEPTIONS NO SCALE - SPACING ALONG WALK. 0 Z _ FRAME 3. PROVIDE 1/4" WIDE x 1 " DEEP GROOVES AT INTERVALS EQUAL TO SIDEWALK WIDTH. I DRAINAGE COURSE - - - -5g5 - EXISTING GROUND CONTOUR Perimeter dikes, z TYPICAL SIDEWALK SECTION B swa es, ditches 7 Days None and slopes 595 PROPOSED GRADE CONTOUR o High Quality _ Water (HOW) 7 Days None NO SCALE 606.1 + PROPOSED SPOT ELEVATION Zones PROJECT NUMBER CONSTRUCTION DISTURBED o If Slopes Are 10' Or Less In --•--•--•--•- / 7 Days Length And Are Not Steeper LIMITS Than 2:1, 14 Days Are Allowed Slopes 3:1 or 14 Days 7-Days For Slopes Greater 3. DESIGNED Y CENTER LINE Flatter Than 50-Feet In Length 'J � JWW L- - - - PROPERTY LINE / All Other Areas None (Except For Perimeters DRAWN BY IPL� With Slopes 14 Days � Flatter Than 4:1 And HOW Zones) 'Ll�+ �. JWW EXISTING CATCH BASIN * �• P+ CHECKED BY "Extensions of time may be approved by the permitting authority EXISTING CULVERT (C) based on weather or other site-specific conditions that make JWW compliance impracticable." (Section II.B(2)(b)) EC Manual SCALE GROUND STABILIZATION 0. AS NOTED REQUIREMENTS TYPICAL DITCH SECTION C DATE NO SCALE - 1 /31 /24 3 OF 4 dwg 1:1