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HomeMy WebLinkAbout20191035 Ver 1_More Info Received_201910072. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non -404, other) (acres) Temporary T W1 ® P ❑ T Angier Road Non -tidal ❑ Yes ® Corps 0.0043(P) widening Freshwater Marsh ® No ® DWQ 0.0047(T) W2 ®P ❑ T Road fill Bottomland ® Yes ® Corps 0.0223(P) Hardwood ❑ No ® DWQ 0.0085(T) W3 ®P ❑ T Road fill Bottomland ® Yes ® Corps 0.0733(P) Hardwood ❑ No ® DWQ 0.012(T) W4 ®P ❑ T Sewer Line Bottomland Hardwood ® Yes El No ® Corps ® DWQ 0.0299(P) W5 ®P ❑ T Sewer Line Non -tidal Freshwater Marsh ❑ Yes ® No ® Corps ® DWQ 0.0088(P) W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.1386(P) 0.0252(T) 2h. Comments: The Angier Road widening will occur in an existing power line easement that is adjacent to this road. Total proposed permanent impacts to jurisdictional wetlands = 0.1386 acres; total proposed temporary impacts to jurisdictional wetlands = 0.0252 acres. Temporary impacts will be brought back to original contours and re -vegetated with wetland seed mix. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ® P E]T Angier Rd downstream UT to Kenneth ® PER ® Corps 10 1 (P) 4 (T) widening Creek ❑ INT ® DWQ S2 ® P E]T Angier Rd upstream UT to Kenneth ® PER ® Corps 7 30 (P) widening Creek ❑ INT ® DWQ 9 (T) S3 ®P E] T Road fill UT to Kenneth E] PER ® Corps 4 60 (P) Creek ® INT E] DWQ 10 (T) S4 ®P E] T Road fill UT to Kenneth E] PER ® Corps 3 57 (P) Creek ® INT ®DWQ 10 (T) S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 148(P) 33 (T) 3i. Comments: Total proposed permanent & temporary loss to important stream = 88 & 23 linear feet, respectively Page 6 of 12 PCN Form - Version 1.3 December 10, 2008 Version N a� E I s E b N 3 a i I b b 0 U 0 E 3 0 0 C 0 c Q b DO O I n b i W W W W W W W W W \ ♦ SS .,. .,. l/ W W W W W W W W `Y •Y JJJW W W W � � � W W W W �\ WY W •Y Y Y WY W W Y Y •Y W WY W •Y L� W W W W W `L •Y •Y W W W W •Y � Y • r / W W W W W TEMPORARY STREAM IMPACT AREA ACCUMULATED AREA: 19 SF (0.0004 ACRES) y W W W W W W W W W W LS OF STREAM IMPACT: 4 LFW Y Y Y W W W W W `' W VW W SS - W W •Y W W t W W W W W W Y Y W W W W W W W W W W W W W W •' W W W W W `' W •Y •Y •Y •Y •Y 41 W W W W W W W W W PERMANENT STREAM IMPACT AREA W W W W W W W W W W W W W W W W W / ACCUMULATED AREA: 180 SF (0.0041 ACRES) LS OF STREAM IMPACT: 57 LF TEMPORARY STREAM IMPACT AREA W % 41 41 41 41 41 41 ND ACCUMULATED AREA: 14 SF (0.0003 ACRES) LS OF STREAM IMPACT: 6 LF W W W W W VW W W Y W W VW W W Y W W V / / •' / II I `Y Y Y W Y Y Y •Y W W W Y Y Y •Y W / / / ' `V W W W W W W /W W - - WETL •Y W Y Y Y Y Y •Y •Y Y Y Y •Y Y Y W r I PERMANENT STREAM IMPACT AREA ACCUMULATED AREA: 211 SF (0.0048 ACRES) ILS OF STREAM IMPACT: 30 LF � • Y W •Y Y Y •Y W Y W •Y •Y Y •Y Y / / v VERT W W W / / �/ // // • ' / /!' AIR W TEMPORARY STREAM IMPACT AREA / / / / N W W ACCUMULATED AREA: 39 SF (0.0009 ACRES) LS OF STREAM IMPACT: 5 LF W W W f J (v \ NN \ O O IS b \ NN \ SEWER INSTALLATION O \ \ BY BORE AND JACK I SS / o I O SS W W W W W TEMPORARY STREAM IMPACT AREA W ACCUMULATED AREA: 24 SF (0.0006 ACRES) WI LS OF STREAM IMPACT: 4 LF / ��tK / 01 PERMANENT STREAM IMPACT AREA ACCUMULATED AREA: 12 SF (0.0003 ACRES) ` LS OF STREAM IMPACT: 1 LF TEMPORARY STREAM IMPACT AREA / / ►�OQ�/ / / / / / /� / / ACCUMULATED AREA: 35 SF (0.0008 ACRES) LS OF STREAM IMPACT: 4 LF E ER INSTALLATION Y BORE AND JACK + 5 s' S/ 'p / S TEMPORARY STREAM IMPACT AREA ACCUMULATED AREA: 14 SF (0.0003 ACRES) ` LS OF STREAM IMPACT: 5 LF S G. 1405 / /� 'C / o / / / $s / s • _ .. , PG. 462 / / \ / / / - - - _ _•_ s SS SS S SS SS co co Q 11 11 I ROBERT T. WILSON, JR. w I II I D.B. 3523, PG. 45 w ,� I I LOT33 - X02 / � I PIN 0655-38-0369 ZONING R20 (CZD) 1 •O - Cr� I I � AROLINA TELEPHONE ' I I II c I AND TELEGRAPH CO. UGPHBx I IUTILITYEASEMENT GRAVEL D_ B_ 475.9_ PG_ 391 AREA PROFILE CULVERT AN G I E R ROAD NORTH CULVERT SS 330 0 C. N � CJ 330 345 345 325 LAg 4 5.0 p k H Nw ° 67.7 LF \ 320 ` b4 � 315 325 p U w I; tia w F- 310 305 S 4R ti HW U 71° 17 N N (L O LO L6 4 M M M M M 12+00 12+50 13+00 13+50 14+00 PROFILE CULVERT AN G I E R ROAD NORTH CULVERT SS PROFILE CULVERT ANGIER ROAD SOUTH CULVERT +00 co TEMPORARY STREAM IMPACT AREA \ ACCUMULATED AREA: 16 SF (0.0004 ACRES) \ LS OF STREAM IMPACT: 5 LF \ /W W W PERMANENT STREAM IMPACT AREA ACCUMULATED AREA: 242 SF (0.0056 ACRES) 41 41 41 LS OF STREAM IMPACT: 60 LF / / 0 C. N � CJ 330 345 345 T 5.0 p k H Nw 345 ♦v Ckf 345 b4 � Q 325 p U w I; tia w F- ti S 4R ti HW U 71° zo 67• \ 320 I PL, E HEADWALL I IN U H I 340 PLACE HEADWALL IGH CAST IN CE HEADWAL L� W LLJp N z }} Cr N 340 wz z U 340 INV = 316.0 U) 0U 315 INV=314.9 :AIr-H CAST IN 340 W -J U U) pLLJ MO�z O) „GV N w O Of o �2 310 HE �0 �w z Eh =) 335 0 53• 0 i N O TO LO L6 M.4 M M CO CN M ti co 335 305 12+00 12+50 13+00 13+50 14+00 PROFILE CULVERT ANGIER ROAD SOUTH CULVERT +00 co TEMPORARY STREAM IMPACT AREA \ ACCUMULATED AREA: 16 SF (0.0004 ACRES) \ LS OF STREAM IMPACT: 5 LF \ /W W W PERMANENT STREAM IMPACT AREA ACCUMULATED AREA: 242 SF (0.0056 ACRES) 41 41 41 LS OF STREAM IMPACT: 60 LF / / PROFILE CULVERT 1 N 89d 39'51 " W 1302.15' 0 C. N � CJ 345 345 T 5.0 p k H Nw 345 ♦v Ckf 345 b4 � Q 1K a p U w I; tia w F- ti ti HW U v zo w a PL, E HEADWALL 8' HIGH CAST IN U H W 340 PLACE HEADWALL IGH CAST IN CE HEADWAL L� W LLJp N z }} Cr N 340 wz z U 340 j a U) 0U :AIr-H CAST IN 340 W -J U U) pLLJ MO�z O) „GV N w O Of o �2 PLACE HE �0 �w z Eh =) 335 0 53• 0 i $f Of O 335 Of O 335 N d H d m d Of J 335 ,32 TREAM BED 0- bT 330 � Ln M 330 N CO N 67 C'N') � ti � C0 O M 330 &9 RTRFAM RF N N co O � C\1 O co � 330 325 325 325 325 320 N L! ) N co 320 10+00 10+50 11+00 11+50 12+00 12+50 PROFILE CULVERT 1 N 89d 39'51 " W 1302.15' 0 C. N � CJ O 345 T 5.0 p k H Nw zti O. -r ♦v Ckf 345 b4 � Q 1K a p U w I; tia w F- ti ti HW U v zo w a PL, E HEADWALL 8' HIGH CAST IN U H W w CIf Z PLACE HEADWALL IGH CAST IN CE HEADWAL L� W LLJp N z }} Cr N N o wz z U 340 j a U) 0U 340 W -J U U) pLLJ MO�z O) „GV N w O Of o �2 PLACE HE �0 �w z Eh =) 0 53• 0 i $f Of O OCf Of O 335 N d H d m d Of J 335 ,32 TREAM BED � Ln M N CO N 67 C'N') � ti � C0 O M PROFILE CULVERT 1 N 89d 39'51 " W 1302.15' PROFILE CULVERT 2 GENERAL NOTES 1. BOUNDARY, SURVEY, TREE LOCATION (INCLUD. HERITAGE TREES) & HORIZONTAL/VERICAL DATUM INFORMATION PROVIDED BY ROBINSON & PLANTE, PLC., DATE FEBRUARY 8, 2016. 2. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 3. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUQUAY-VARINA. 4. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF FUQUAY-VARINA AND NCDOT STANDARDS AND SPECIFICATIONS. 5. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 7. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE TOWN OF FUQUAY-VARINA. 8. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 9. CLEAR CUTTING MUST BE IN COMPLIANCE WITH 9-1406 CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 10. PROPERTY IS NOT IN THE 100 -YEAR FLOOD, BY FEMA MAP NO. 3720066500K PANEL 0665 MAP REVISED 10/03/06. 11. A FLOOD STUDY HAS BEEN CONDUCTED AT THIS TIME. ALL BUILDING LOTS ARE IN COMPLIANCE WITH TOFV OPEN SPACE SUBDIVISION STANDARDS. THE FINAL FLOOD STUDY WILL BE PROVIDED AT TIME OF CONSTRUCTION DRAWING REVIEW. 12. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL OWN AND MAINTAIN ALL OPEN SPACE & COMMON AREAS, INCLUDING REQUIRED LANDSCAPING IN THE OPEN SPACE & COMMON AREAS. 13. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REQUIRE HOME OWNERS TO MAINTAIN PERIMETER BUFFER LANDSCAPE EASEMENTS ALONG THE PERIMETER OF THE PROJECT BOUNDARY. 14. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REPLACE REQUIRED STREET TREES. 15. PRIOR APPROVAL BY TOWN OF FUQUAY-VARINA PLANNING DIRECTOR IS REQUIRED FOR ANY SPECIES SUBSTITUTION OF LANDSCAPING REQUIRED BY THE TOWN OF FUQUAY-VARINA CODE OF ORDINANCES AND STANDARDS SPECIFICATIONS AND CONSTRUCTION DETAILS. 16. ALL PRIVATE DRAINAGE WITHIN PRIVATE DRAINAGE EASEMENTS MUST BE INSTALLED PRIOR TO PLAT APPROVAL. EASEMENTS ALONG PHASE LINES OR STRAYING OUTSIDE OF PHASE LINE WILL BE RECORDED WITH THE EARLIER PHASE AS APPLICABLE. GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. THIS DRAWING IS THE PROPERTY OF: Spaulding & Norris, PA and is not to be reproduced or copied in whole or in part without permission from Spaulding & Norris, PA. This drawing is not to be used on any other project and is to be returned to Spaulding & Norris, PA, upon request. 200 M O O O O O Ld 0 0 0 0 0 0 Cl N O O N CO 1� 0-) 0 0 0 0 (D U) Z LU Z w w O 2 2 w 2 OU (n 0 o z o w U U w U O Of O O O Q w w w w w CL CL CL CL o a w w w w a w cn cn cn U) Q cn > > > > > w w w w o w X W X X w X Or N M �t LO CO rn j O o LLJ z: U) _ LLI ti No�� 0 C. N � CJ O 345 T 5.0 p k H Nw zti O. -r ♦v Ckf 345 b4 � Q 1K a p U w I; tia w F- ti ti U v zo w a 0 U W w CIf Z 8' PL IGH CAST IN CE HEADWAL L� W LLJp N z }} Cr N N o wz z U 340 j a U) 0U 340 W -J U U) pLLJ MO�z O) „GV N w O Of o �2 PLACE HE �0 �w z Eh =) 0 53• 0 i $f Of O OCf Of O 335 N d H d m d Of J 335 TREAM BED 330 O N co N N co O � C\1 O co � 330 325 325 320 T7It N M 320 10+00 10+50 11+00 11+50 12+00 12+50 PROFILE CULVERT 2 GENERAL NOTES 1. BOUNDARY, SURVEY, TREE LOCATION (INCLUD. HERITAGE TREES) & HORIZONTAL/VERICAL DATUM INFORMATION PROVIDED BY ROBINSON & PLANTE, PLC., DATE FEBRUARY 8, 2016. 2. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 3. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUQUAY-VARINA. 4. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF FUQUAY-VARINA AND NCDOT STANDARDS AND SPECIFICATIONS. 5. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 7. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE TOWN OF FUQUAY-VARINA. 8. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 9. CLEAR CUTTING MUST BE IN COMPLIANCE WITH 9-1406 CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 10. PROPERTY IS NOT IN THE 100 -YEAR FLOOD, BY FEMA MAP NO. 3720066500K PANEL 0665 MAP REVISED 10/03/06. 11. A FLOOD STUDY HAS BEEN CONDUCTED AT THIS TIME. ALL BUILDING LOTS ARE IN COMPLIANCE WITH TOFV OPEN SPACE SUBDIVISION STANDARDS. THE FINAL FLOOD STUDY WILL BE PROVIDED AT TIME OF CONSTRUCTION DRAWING REVIEW. 12. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL OWN AND MAINTAIN ALL OPEN SPACE & COMMON AREAS, INCLUDING REQUIRED LANDSCAPING IN THE OPEN SPACE & COMMON AREAS. 13. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REQUIRE HOME OWNERS TO MAINTAIN PERIMETER BUFFER LANDSCAPE EASEMENTS ALONG THE PERIMETER OF THE PROJECT BOUNDARY. 14. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REPLACE REQUIRED STREET TREES. 15. PRIOR APPROVAL BY TOWN OF FUQUAY-VARINA PLANNING DIRECTOR IS REQUIRED FOR ANY SPECIES SUBSTITUTION OF LANDSCAPING REQUIRED BY THE TOWN OF FUQUAY-VARINA CODE OF ORDINANCES AND STANDARDS SPECIFICATIONS AND CONSTRUCTION DETAILS. 16. ALL PRIVATE DRAINAGE WITHIN PRIVATE DRAINAGE EASEMENTS MUST BE INSTALLED PRIOR TO PLAT APPROVAL. EASEMENTS ALONG PHASE LINES OR STRAYING OUTSIDE OF PHASE LINE WILL BE RECORDED WITH THE EARLIER PHASE AS APPLICABLE. GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. THIS DRAWING IS THE PROPERTY OF: Spaulding & Norris, PA and is not to be reproduced or copied in whole or in part without permission from Spaulding & Norris, PA. This drawing is not to be used on any other project and is to be returned to Spaulding & Norris, PA, upon request. 200 M O O O O O Ld 0 0 0 0 0 0 Cl N O O N CO 1� 0-) 0 0 0 0 (D U) Z LU Z w w O 2 2 w 2 OU (n 0 o z o w U U w U O Of O O O Q w w w w w CL CL CL CL o a w w w w a w cn cn cn U) Q cn > > > > > w w w w o w X W X X w X Or N M �t LO CO rn j O o LLJ z: U) _ LLI ti No�� 0 C. N � CJ O T 5.0 p k H Nw zti O. -r ♦v Ckf b4 � Q 1K a p U w I; tia w F- ti ti U v zo w a 0 U W w CIf Z 8' PL IGH CAST IN CE HEADWAL L� W LLJp N z }} Cr N N o wz z U p 2 j a U) 0U W -J U U) pLLJ MO�z O) „GV N w O Of o �2 co wow�w w �0 �w z Eh =) 0 53• 0 i $f Of O OCf Of O dHN(/)M N d H d m d Of J NV. 1' BELOW TREAM BED O N co N N co O � C\1 O co � Ln O M PROFILE CULVERT 2 GENERAL NOTES 1. BOUNDARY, SURVEY, TREE LOCATION (INCLUD. HERITAGE TREES) & HORIZONTAL/VERICAL DATUM INFORMATION PROVIDED BY ROBINSON & PLANTE, PLC., DATE FEBRUARY 8, 2016. 2. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 3. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUQUAY-VARINA. 4. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF FUQUAY-VARINA AND NCDOT STANDARDS AND SPECIFICATIONS. 5. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 7. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE TOWN OF FUQUAY-VARINA. 8. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 9. CLEAR CUTTING MUST BE IN COMPLIANCE WITH 9-1406 CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 10. PROPERTY IS NOT IN THE 100 -YEAR FLOOD, BY FEMA MAP NO. 3720066500K PANEL 0665 MAP REVISED 10/03/06. 11. A FLOOD STUDY HAS BEEN CONDUCTED AT THIS TIME. ALL BUILDING LOTS ARE IN COMPLIANCE WITH TOFV OPEN SPACE SUBDIVISION STANDARDS. THE FINAL FLOOD STUDY WILL BE PROVIDED AT TIME OF CONSTRUCTION DRAWING REVIEW. 12. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL OWN AND MAINTAIN ALL OPEN SPACE & COMMON AREAS, INCLUDING REQUIRED LANDSCAPING IN THE OPEN SPACE & COMMON AREAS. 13. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REQUIRE HOME OWNERS TO MAINTAIN PERIMETER BUFFER LANDSCAPE EASEMENTS ALONG THE PERIMETER OF THE PROJECT BOUNDARY. 14. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REPLACE REQUIRED STREET TREES. 15. PRIOR APPROVAL BY TOWN OF FUQUAY-VARINA PLANNING DIRECTOR IS REQUIRED FOR ANY SPECIES SUBSTITUTION OF LANDSCAPING REQUIRED BY THE TOWN OF FUQUAY-VARINA CODE OF ORDINANCES AND STANDARDS SPECIFICATIONS AND CONSTRUCTION DETAILS. 16. ALL PRIVATE DRAINAGE WITHIN PRIVATE DRAINAGE EASEMENTS MUST BE INSTALLED PRIOR TO PLAT APPROVAL. EASEMENTS ALONG PHASE LINES OR STRAYING OUTSIDE OF PHASE LINE WILL BE RECORDED WITH THE EARLIER PHASE AS APPLICABLE. GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. THIS DRAWING IS THE PROPERTY OF: Spaulding & Norris, PA and is not to be reproduced or copied in whole or in part without permission from Spaulding & Norris, PA. This drawing is not to be used on any other project and is to be returned to Spaulding & Norris, PA, upon request. 200 M O O O O O Ld 0 0 0 0 0 0 Cl N O O N CO 1� 0-) 0 0 0 0 (D U) Z LU Z w w O 2 2 w 2 OU (n 0 o z o w U U w U O Of O O O Q w w w w w CL CL CL CL o a w w w w a w cn cn cn U) Q cn > > > > > w w w w o w X W X X w X Or N M �t LO CO rn j O o LLJ z: U) _ LLI ti No�� U) Q Oz J U W0 z 50 0 25 I U W Z DRAWING SHEET EIP-1 .2 PROJECT NUMBER 881-17 0 C. N � CJ O T 5.0 p k H Nw zti O. -r ♦v Ckf b4 � Q 1K a p U w I; tia w F- ti ti U) Q Oz J U W0 z 50 0 25 I U W Z DRAWING SHEET EIP-1 .2 PROJECT NUMBER 881-17 0 r- 00 Ckf p U w F- U v zo w a 0 U W w CIf Z Cwt O L� W LLJp N z }} Cr N N o wz z U p 2 j a U) 0U W -J U U) pLLJ MO�z O) N w O Of o Lt co wow�w w �0 �w z Eh =) 0 O 0 wwco=)o $f Of O OCf Of O dHN(/)M N d H d m d Of U) Q Oz J U W0 z 50 0 25 I U W Z DRAWING SHEET EIP-1 .2 PROJECT NUMBER 881-17 M C a FO 00 0 0 I LO 00 L N 89d 38'23 " E 722.89 r r i co co t co rA a 10.0' LANDSCAPE 10.0 N 89d 38' 23" E 2.50' EASEMENT (TYP) 10' LANDSCAPE CONSER ATION E �MENf -J, P ,,E C Ff / SS SS co WJ W W + W W W W W W W W / W W W W W W W •1• � W W W W W 41 W W W W W W - / i• W 2co S / W V, W W W / t W W W W W i \ W V• W W W / � / 41 / CID W W W CIO W W W co ETLAND NOT DIS URB W W W CUMULATED A EA: F 0 RES) W V COCO r \ % SS S STALLATION B B NDJACK W W W W NN O W W , w w v 'v 'v 'k W VW W Y W W W • W W W y W W + W W W W W W W W "JO ' W W W W W W W / � • W Y W W + + + + v / W VW W W Y T Y W W VW W / 1 W W VW + + / `� do z iN 11 "110 s61 IN SS / 11>•� \ \ W W �Y W W W V� `1' W �Y �Y �Y � /\ / \ \ W W W W W W W W \ TEMPORARY WETLAND IMPACT AREA / D `Y �Y �Y �Y W ACCUMULATED AREA: 237 SF (0.0054 ACRES) W W W W W / WETLANDINO-PDISTURBEDI 'ACCUMOLATED AREA: 1;3051SF 0 w9§ AC,4sS W VW W W W W W Y W �• GS / / / /�/ y W W W J' J' y W W W W W W W W W W W W W W W W W W W W W ,II W W VW +I W W W W W W W W W W W W W W W �.'�- PERMANENT WETLAND IMPACT AREA W W W W W W W W /- - - _ W W W .� % /�' • \\\ ACCUMULATED AREA: 3,191.2 SF (0.0733 ACRES) 'y. ,p� / � w � W W W W W W y TEMPORARY WETLAND IMPACT AREA w e W �� ACCUMULATED AREA: 136 SF (0.0031 ACRES) �>, aQ� � � W W W TEMPORARY WETLAND IMPACT AREA W W41WIVWIV W ,ACCUMULATED AREA: 371 SF (0.0085 ACRES) W W PERMANENT WETLAND IMPACT AREA Y Y J' W W y W W W W W W y-N-J, W W W W W ACCUMULATED AREA: 969.5 SF (0.0223 ACRES) TEMPORARY WETLAND IMPACT AREA uJ y y / / / W W W ACCUMULATED AREA: 154 SF (0.0035 ACRES) • l` VW W W W W W VW W W W W W Y / / / \ `1' W W W W W W W W W TWIT W W W W W )V/ W VW W W W W W VW W W W I W W W W �Y / / / I L W W W VW W W VW W W W W W VW W W W W WY / / / . •' W V�V W W W/ W/Y /W W W / Y JJJY Y Y J / Y Y Y Y ='/ •Y W W Y Y Y / W W W Y Y Y Y W W W / / / W W + W W WETL UL REPAID W W W W W W y W W W I � � � TEMPORARY WETLAND IMPACT AREA ACCUMULATED AREA: 20 SF (0.0005 ACRES) // / `� p0a W W W PERMANENT WETLAND IMPACT AREA ACCUMULATED AREA: 186 SF (0.0043 ACRES)TEMPORARY WI ACCUMULATED IMPACT AREA WETLAND AREA:1 2 SF (0.0042 ACRES) Q / GENERAL NOTES 1. BOUNDARY, SURVEY, TREE LOCATION (INCLUD. HERITAGE TREES) & HORIZONTAL/VERICAL DATUM INFORMATION PROVIDED BY ROBINSON & PLANTE, PLC., DATE FEBRUARY 8, 2016. 2. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 3. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUQUAY-VARINA. 4. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF FUQUAY-VARINA AND NCDOT STANDARDS AND SPECIFICATIONS. 5. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 7. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE TOWN OF FUQUAY-VARINA. 8. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 9. CLEAR CUTTING MUST BE IN COMPLIANCE WITH 9-1406 CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 10. PROPERTY IS NOT IN THE 100 -YEAR FLOOD, BY FEMA MAP NO. 3720066500K PANEL 0665 MAP REVISED 10/03/06. 11. A FLOOD STUDY HAS BEEN CONDUCTED AT THIS TIME. ALL BUILDING LOTS ARE IN COMPLIANCE WITH TOFV OPEN SPACE SUBDIVISION STANDARDS. THE FINAL FLOOD STUDY WILL BE PROVIDED AT TIME OF CONSTRUCTION DRAWING REVIEW. 12. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL OWN AND MAINTAIN ALL OPEN SPACE & COMMON AREAS, INCLUDING REQUIRED LANDSCAPING IN THE OPEN SPACE & COMMON AREAS. 13. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REQUIRE HOME OWNERS TO MAINTAIN PERIMETER BUFFER LANDSCAPE EASEMENTS ALONG THE PERIMETER OF THE PROJECT BOUNDARY. 14. THE ARLINGTON MEADOWS SUBDIVISION HOME OWNERS ASSOCIATION SHALL HAVE THE AUTHORITY TO MAINTAIN OR REPLACE REQUIRED STREET TREES. 15. PRIOR APPROVAL BY TOWN OF FUQUAY-VARINA PLANNING DIRECTOR IS REQUIRED FOR ANY SPECIES SUBSTITUTION OF LANDSCAPING REQUIRED BY THE TOWN OF FUQUAY-VARINA CODE OF ORDINANCES AND STANDARDS SPECIFICATIONS AND CONSTRUCTION DETAILS. 16. ALL PRIVATE DRAINAGE WITHIN PRIVATE DRAINAGE EASEMENTS MUST BE INSTALLED PRIOR TO PLAT APPROVAL. EASEMENTS ALONG PHASE LINES OR STRAYING OUTSIDE OF PHASE LINE WILL BE RECORDED WITH THE EARLIER PHASE AS APPLICABLE. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. THIS DRAWING IS THE PROPERTY OF: Spaulding & Norris, PA and is not to be reproduced or copied in whole or in part without permission from Spaulding & Norris, PA. This drawing is not to be used on any other project and is to be returned to Spaulding & Norris, PA, upon request. 200 w o 0 0 0 0 0 _ N o 0 N _ CO t` CY) CF) 0 0 0 0 0 U) U)U) U) Z w Z w w 2 2 2 2 O O 2 2 w 2 U O O Z O w U U w U O Of O O D O Q U) > 0 w w w w w o_o_o_o_ao_ w w w w a w U)!2 L S2 Q U) > > > > af > w w w w O w x of w X c,,i c, i 4 L6 t6 0) ov U v) _ 2, gyp•' .� �P Ld N 2 DRAWING SHEET EIP-1.1 PROJECT NUMBER 881-17 NJ r< r N � CJ � p 00 � O N r• -r • � � A v • o� Q In V) o W tia x 2 DRAWING SHEET EIP-1.1 PROJECT NUMBER 881-17 00 00 p U W F U w o w a U - U 2 W W CIf Z CWS in O L� W N p Z }} OUJ NO N O W ZCL U Z LJ O� Z T W -j U N� p� N Z W O Q' O N W O W W dw W 0 W O Z W p,t H Z Z O g O} O m ��cp�OQ $1 o0 Of - OfO La- HN(Ng p N d H d m CL 2 DRAWING SHEET EIP-1.1 PROJECT NUMBER 881-17