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HomeMy WebLinkAboutSW6220905_Plansheet - Cover Sheet_20220929STANDARD MAINTENANCE NOTE: SIDEWALKS AND STREET TREE ARE TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION ("HOA"), PROPERTY OWNERS ASSOCIATION ("POA"), CONDOMINIUM OWNERS ASSOCIATION ("COA"), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS REPRESENTATIVE AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION ("HOA"), PROPERTY OWNERS ASSOCIATION ("POA"), CONDOMINIUM OWNERS ASSOCIATION ("COA"), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. GENERAL NOTES: (REFERENCE SHEET C4.5 FOR HRW WATER AND SEWER STANDARD NOTES.) 1. ALL WORK SHALL COMPLY WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 2. THIS PROJECT IS SERVED BY PUBLIC WATER AND PUBLIC SEWER OWNED, MAINTAINED AND OPERATED BY HARNETT REGIONAL WATER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND REPAIRING ANY DAMAGE TO SAME. UTILITY LOCATIONS AS SHOWN ON PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. THE CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 4. PROVISIONS SHALL BE MADE TO ENSURE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. NATURAL DRAINAGE FEATURES DISTURBED BY CONSTRUCTION MUST BE RE-ESTABLISHED. NO PONDING DUE TO SPOILS STOCKPILING OR OTHER ACTIVITIES SHALL BE PERMITTED. 5. WORK IN PUBLIC RIGHT-OF-WAYS OR PRIVATE EASEMENTS SHALL BE ACCOMPLISHED BY THE CONTRACTOR ACCORDING TO THE REQUIREMENTS OR CONDITIONS OF THE ENCROACHMENT PERMIT OR OTHER LEGAL DOCUMENTS AS THOUGH DOCUMENTS WERE ISSUED IN THE CONTRACTOR NAME. THE CONTRACTOR SHALL MAINTAIN COPIES OF THESE DOCUMENTS ON THE SITES AT ALL TIMES. 6. WHEN THE CONTRACTOR IS UNABLE TO COMPLETE HIS WORK AS SHOWN ON THE PLANS BECAUSE OF AN EXISTING UTILITY, CONTRACTOR SHALL STAKE THE LOCATION OF THE UTILITY PRIOR TO PROCEEDING AND CONTACT THE ENGINEER. 7. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AGENCIES, THE OWNER, THE ENGINEER AND ALL OTHER CONCERNED PARTIES WHEN CONSTRUCTION IS TO COMMENCE. PRIOR TO ANY CONSTRUCTION A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE MUNICIPALITY/ AUTHORITY, THE CONTRACTOR, THE ENGINEER AND ANY OTHER INTERESTED PARTY. 8. DATA REQUIRED FOR PREPARATION OF RECORD DRAWINGS SHALL BE OBTAINED BY THE CONTRACTOR AT THE TIME FOR INSTALLATION. DATA SHALL BE ACCUMULATED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD AND PROVIDED TO THE ENGINEER UPON COMPLETION OF THE PROJECT 9. INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH ALL APPLICABLE HARNETT COUNTY, NCDNER AND NCDOT STANDARDS. 10. ALL EXCAVATED EXCESS OR WASTE SOILS AND MATERIAL SHALL BE REMOVED FROM THE SITE BY CONTRACTOR EXCEPT AS SPECIFICALLY APPROVED IN WRITING BY BOTH THE ENGINEER AND OWNER. 11. WHEN CONCRETE SIDEWALKS, CURB AND GUTTER SECTIONS OR ASPHALT PAVEMENT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES, THEY SHALL BE REPLACED IN A TIMELY MANNER BY THE CONTRACTOR TO ASSURE THE CONTINUED USE OF THESE FACILITIES BY ALL CONCERNED. 12. CONTRACTOR IS TO COMPLY WITH ALL PROVISIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES WHEN WORKING ADJACENT TO AN EXISTING PUBLIC HIGHWAY RIGHT OF WAY. 13. THE CONTRACTOR WILL MAINTAIN ALL EXISTING ROADS IN A NEAT AND CLEAN CONDITION THROUGHOUT THE COURSE OF THE PROJECT CONSTRUCTION. WATER/SEWER CAPACITY NOTE: APPROVAL OF THE PLAT/PLAN DOES NOT GUARANTEE WATER OR SEWER TREATMENT CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM OR SEWER SYSTEM TO MEET FUTURE WATER AND SEWER DEMANDS PRIOR TO A PRELIMINARY PLAY, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES OWNER SIGNATURE DATE �I I HAYES POINTE RESIDENTIAL DEVELOPMENT SPRING LAKE, NORTH CAROLINA TOM HUGH JOHNSON DEED BOOK 3945, PAGE 126 PLAT CABINET F, SLIDE 305-D / PLAT CABINET 2, SLIDE 247 PLAT BOOK 98, PAGE 271 I PIN: 0524-57-0707.000 PI D: 010524 0069 08 I � rrrhrh � °�hhhrh � rrhrh -rhr \ hr I 22 23 24 25 26 'I 1 2 3 r / I I I 27 1 28 1 29 30 31 32 33 10 4 16 I 34 5 11 I I I I 17 I I 6 12 ;; 35 18 7 I 13 8 1 14 VA 9 15 I //77-//77-/,777/777/ //77/- �� 19 20 I I I I Ili TWO ADAMS, INC DEED BOOK 3067, PAGE 902 PLAT CABINET F, SLIDE 269-B PIN: 0524-58-9529.000 PID: 010524 0063 03 OVERALL PLAN I 0 m �o �z�,- Ln �oo �NpTD Ln 0 D w C, oL o G n m 0 0000 SHEET SCHEDULE SHEET TITLE SHEET NO: ORIGINAL DATE LATEST REVISION DATE COVER SHEET 01 JULY 14, 2022 AUGUST 28, 2022 EXISTING CONDITION C 1.0 JULY 14, 2022 AUGUST 28, 2022 SITE PLAN C 2.0 JULY 14, 2022 AUGUST 28, 2022 EROSION CONTROL PLAN - INITIAL PHASE C 3.0 JULY 14, 2022 - EROSION CONTROL PLAN - CONSTRUCTION PHASE C 3.1 JULY 14, 2022 - EROSION CONTROL PLAN - FINAL PHASE C 3.2 JULY 14, 2022 - EROSION CONTROL GROUND STABILIZATION AND SELF INSPECTION NOTE C 3.3 JULY 14, 2022 - EROSION CONTROL NOTE C 3.4 JULY 14, 2022 - EROSION CONTROL DETAIL C 3.5 JULY 14, 2022 - EROSION CONTROL DETAIL C 3.6 JULY 14, 2022 - EROSION CONTROL DETAIL C 3.7 JULY 14, 2022 - SANITARY SEWER & WATER LINE PLAN; SAN SEW PROFILE C 4.0 JULY 14, 2022 AUGUST 28, 2022 SANITARY SEWER & WATER LINE PLAN; SAN SEW PROFILE C 4.1 JULY 14, 2022 AUGUST 28, 2022 SANITARY SEWER & WATER LINE PLAN; SAN SEW PROFILE C 4.2 JULY 14, 2022 AUGUST 28, 2022 SANITARY SEWER & WATER LINE PLAN; SAN SEW PROFILE C 4.3 JULY 14, 2022 AUGUST 28, 2022 WATER LINE PROFILES C 4.4 JULY 14, 2022 AUGUST 28, 2022 HARNETT COUNTY STANDARD UTILITY NOTES C 4.5 JULY 14, 2022 AUGUST 281 2022 SANITARY SEWER DETAIL C 4.6 JULY 14, 2022 - SANITAYR SEWER DETAIL C 4.7 JULY 14, 2022 - WATER DETAIL C 4.8 JULY 14, 2022 AUGUST 28, 2022 WATER DETAIL C 4.9 JULY 14, 2022 AUGUST 28, 2022 ROADWAY PLAN AND PROFILE C 5.0 JULY 14, 2022 AUGUST 28, 2022 ROADWAY PLAN AND PROFILE C 5.1 JULY 14, 2022 AUGUST 28, 2022 ROADWAY PLAN AND PROFILE C 5.2 JULY 14, 2022 AUGUST 28, 2022 ROADWAY PLAN AND PROFILE C 5.3 JULY 14, 2022 AUGUST 28, 2022 ROADWAY PLAN AND PROFILE C 5.4 JULY 14, 2022 AUGUST 28, 2022 STORM DRAINAGE PROFILES C 6.0 JULY 14, 2022 AUGUST 28, 2022 STORM DRAINAGE PROFILES C 6.1 C 7.0 JULY 14, 2022 AUGUST 28, 2022 SITE DETAIL JULY 14, 2022 - SITE DETAIL C 7.1 JULY 14, 2022 - STORMWATER MANAGEMENT DETAIL C 8.0 JULY 14, 2022 - LANDSCAPE PLAN AND DETAIL L 1.0 JULY 14, 2022 - REVISION OCCURRENCE LIST I 1 8/28/2022 PER DRM COMMENTS SCALE IN FEET REVISION NO. DATE REVISION DESCRIPTION BY NORTH THIS SET IS CURRENT THROUGH SHEET DATED: AUGUST 28, 2022 0' 50 100 200 OWNER ENGINEERINGPLLC Easi� �9 i DEVELOPER T MMY LYNN M PHAIL AND WIFE _ 31 = 3417 Winterwind Circle, Sanford, NC 27330 O C , `y� �;, ��:.'��; PO Box 249 Sanford NC 27331 LAND 2020, INC. BONNIE H. MCPHAIL �, > Phone:(919)352-2834 350 WAGONER DRIVE 174 FARRAR ROAD 9,z,zz FAYETTEVILLE, NC 28303 LILLINGTON, NC 27546 e-mail: jhilliard@hilliardengineering.com NC License #: P-0836