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HomeMy WebLinkAbout10-23 HD Group 2 Oversized PlanN/F KARLSSON, ULF L ETUX ILENE 9 � ° J SEPTIC FIELD ° a \ BY OTHERS � 1 8 </ ° 4 I 47a 7 ° do 30' MBL a I aZ� CONCRETE 9 I DRIVEWAY, o i I 1 ° ° 1,943 SF I O v � I ° oI � a I I 1 SEPTIC TANK 1 , BY OTHERS v I zi i O� I STAIRS v a q I N/F w1 TO GRADE ° ° F I ALSTON, WILLIAM CROMWELL N m o G \ ! z ' COVERED PORCH 60 I \ I \ PROPOSED HOUSE I I I \ \ 41.3' I \ \ 57.5" I \ 1 667I L\I DRIPLINE I .DRIPLINE I I I I \ 36' I I \ 75' AEC I \ ' ( I LINE \ \--- 1 I 13.5 COVERED PORCH UNCOVERED TIMBER (— STAIRS TO GRADE21,51 \ I � L I / I � I \ --\ --�� 30' CAMA �\ % I BUFFER \ i W r i 1 EX. PIER & PLATf HOPPER'S HIDEAWAY PART OF PKS WATERWAY CAMA SITE PLAN SCALE: 1" = 10' SCALE (IN FEET): AA 10, 0' 10, 20' CANAL VICINITY MAP SCALE: 1" = 200' TOTAL AREA OF PARCEL DWELLING WITH DRIPLINE DRIVEWAY TOTAL IMPERVIOUS ON PARCEL Impervious 13,771 SF 2,408 SF 1,943 SF 4,351 SF 31.6% TOTAL AREA OF PARCEL WITHN AEC 3,897 SF DWELLING WITH DRIPLINE IN AEC 577 SF TOTAL IMPERVIOUS IN AEC 577 SF I Impervious 14.81 PROJECT LOCATION LUbLULL 1 vl \l v � OgAZ A414OS, ASPEN COURT y 0� GO100 NOV 0 1 202; DCM-MHO CITY NOTES: 1. HOUSE PLANS PROVIDED BY CADPLAN RESIDENTIAL DESIGN FOR MIKE FARRELL, DATED FEBRUARY 9, 2023. 2. PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY JAMES I. PHILLIPS LAND SURVEYING' DATED JUNE 22, 2020 AND UPDATED APRIL 2023. 6. DRIVEWAY SHALL BE GRADED TO DRAIN TOWARDS THE TRENCH DRAIN. 7. STORMWATER SYSTEM IS NOT TRAFFIC RATED. CONTRACTOR TO ENSURE PROTECTION OF SYSTEM FROM VEHICLES AND MACHINERY. 8. CONTRACTOR TO ENSURE STORMWATER SYSTEM DOES NOT CONFLICT WITH UTILITIES, HOUSE FOUNDATION, OR THE TOWN OF PINE KNOLL SHORES SETBACK REQUIREMENTS. 9. STORMWATER SYSTEM IS DESIGNED TO CAPTURE AND RETAIN THE FIRST 2" OF STORMWATER IN A 24 FOUR PERIOD FOR ALL IMPERVIOUS SURFACES ON THE SITE 1N ACCORDANCE WITH THE TOWN OF PINE KNOLL SHORES REQUIREMENTS. CONSTRUCTION OF THE HOUSE AND GRADE CHANGES ON THE PROPERTY WILL NOT INCREASE THE RATE OF FLOW OR VOLUME OF DISCHARGE ONTO ADJACENT PROPERTIES OR ROADWAYS. 10. CONTRACTOR TO GRADE SITE AROUND STORMWATER SYSTEM TO ALLOW STORMWATER IN EXCESS OF THE 2" DESIGN RAINFALL TO FOLLOW EXISTING DRAINAGE PATTERNS, 11, OWNER, CONTRACTOR, & SURVEYOR SHALL BE RESPONSIBLE FOR ENSURING CONSTRUCTED HOUSE DOES NOT EXTEND INTO THE TOWN'S SETBACKS AND THE TOTAL IMPERVIOUS SURFACES FOR THE PROPERTY DOES NOT EXCEED THE TOWN'S LIMITS. 12. CONTRACTOR TO NOTIFY ENGINEER IF ADDITIONAL IMPERVIOUS SURFACES ARE PROPOSED NOT SHOVVN ON THIS PLAN, L7 12 OU 2 0 RECD I 1'J THIS DRAWING IS THE PROPERTY OF ARENDELL ENGINEERS AND IS NOT TO BE REPRODUCED OR USED FOR ANY PROJECT IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN PERMISSION. PROJECT MANAGER: JJW DESIGNED: JJW DRAWN BY: JJW CHECKED: JJW SCALE: AS SHOWN DATE: 10/17/2023 ARENDELL CIVIL ^ COASTAL ENVIRONMENTAL 1004 Arendell Street Morehead City, NC 28557 (252) 622-4338 Fax: (252) 622-4505 www.arendellengineers.com North Carolina Certification No, C-1509 OWNER: H.D. GROUP 2, LLC P.O. BOX 2531 ATLANTIC BEACH, NC 28512 PROJECT: RESIDENTIAL SITE DESIGN 117 WHITE ASH DRIVE PINE KNOLL SHORES, NORTH CAROLINA CARTERET COUNTY, NC DRAWING: CAMA SITE PLAN Preliminary Drawing Not For Construction w Q 0 m z 0 CO w Q 0 z SHEET NO: C 1 OF: 01 JOB NO. 23021