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Home My WebLink AboutSW6220904_Plansheet - Other_202211021/2" Q EIR I 1 1 I 1 1 I 1 1 1 1 I 1 VICINITY MAP 1 \ 1 N/F \ OT TO SCALE \� HENRY BROWN DB 107, PG 330 \ \ I 2 1/2" EIP 1 \ LEANING \ ERS 1 "ANGLE J IRON N/F PAUL W. WILKES & WIFE, HEDI J. WILKES DB 688, PG 459 _ r _ � 1 32 U��11 INV ^/1 323.9 / I 1 N/F I ARNOLD R. BOWEN & WIFE, SYLVIA G. BOWEN DB 262, PG 473 1 1 I 1 1 1 1 - I ' 1 ,ECM WITHI 1" EIP 1 1/2°Y\ EIP 1 ERS 1 N/F I RICHARD L. MUMMA JR. & WIFEI SHARON D. MUMMA 1 DB 834, PG 150 I o� >- U Q J � m O a J � J � U j I IECS 1 1 LRJ 1 I 1 1 I 1 1 I ECG EPK Know what's below. Call before you dig. LEGEND: PK 0 PK—PK NAIL ECMZ ECM —EXISTING CONCRETE MONUMENT EIP (0 EIP—EXISTING IRON PIPE EIR OO EIR—EXISTING IRON ROD EIS O EIS —EXISTING IRON STAKE EPKO EPK—EXISTING PK NAIL ECSO ECS—EXISTING COTTON SPINDLE SPKO SPK—SET PK NAIL C COMPUTED POINT N/F — NOW OR FORMERLY R/W — RIGHT OF WAY RCP — REINFORCED CONCRETE PIPE PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT—OF—WAY 11GT UNDERGROUND TELEPHONE LINE // OVERHEAD UTILITY X FENCE LINE TREE LINE 325 MAJOR CONTOUR 322 MINOR CONTOUR x 329.34' SPOT ELEVATION BENCHMARK MB MAILBOX pp UTILITY POLE 0 TELEPHONE PEDESTAL FIRE HYDRANT 0 WATER METER ASPHALT SOIL UNSUITABLE SOILS PROPOSED FIRE HYDRANT 0 PROPOSED WATER METER 4 PROPOSED BALL VALVE TH PROPOSED TAP SLEEVE AND VALVE T . PROPOSED BLOW OFF [ 1 PROPOSED TEE �—/ PROPOSED 22.5- BEND �— PROPOSED 11.25- BEND PROPOSED PLUG N/F SHAUNNA MARIE DUNLAP DB 661, PG 763 \��u UTILITY NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS—BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS —BUILT DRAWINGS TO THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION OF THE PROJECT. 2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS 5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. 6. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER LINES SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE. 7. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH HOKE COUNTY PUBLIC WORKS AND NCDEQ TECHNICAL SPECIFICATIONS. 8. ALL MATERIALS SHALL BE APPROVED BY HOKE COUNTY PUBLIC WORKS BEFORE INSTALLATION. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HOKE COUNTY PUBLIC WORKS A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE BEGINS. THE CONTRACTOR N/F ELIZABETH MARIE DAYTON—FRUM DB 1178, PG 995 /r \I .�� \1� SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND HOKE COUNTY PUBLIC WORKS 48 HOURS IN ADVANCE OF ALL TESTING. 10. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION. 11. ALL ELEVATIONS ARE IN NAVD 88 DATUM. 12. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE APPROPRIATE DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH STRUCTURES SHALL BE DESIGNATED AND CERTIFIED BY A LICENSED PE OR DESIGNATED AS MEETING NCDOT STANDARD SPECIFICATIONS AND DRAWINGS. 13. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD CONFORM TO THE CURRENTLY APPLICABLE NATIONAL ELECTRICAL SAFETY CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS THAN 18 FEET IN ANY CASE. 14. ALL NON—FERROUS PIPELINES SHALL BE INSTALLED WITH A LOCATING TAPE. *PUBLIC SEWER NOT AVAILABLE. SEWAGE WILL BE TREATED BY SEPTIC SYSTEMS ON INDIVIDUAL LOTS. 3 N/F DARNELL & JANET MORGAN DB 274, PG 540 PC 2-74, MAP 4 NC GRID NAD 83 (2011) I I I I HERBB l N/F CAROLYN JEAN LEWIS DB 161, PG 403 1 \ GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. A N/F PATRICK J. SIMPSON & WIFE, KARA SIMPSON DB 1018, PG 839 PC 3-82, MAP 2 400 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com .•••• ••. •% `9 i • 4� SEA • 0274 CC)1 1111g��``` 08-U"i-.2.2 REVISIONS PROJECT NAME HIDDEN VALLEY SUBDIVISION OVERALL UTILITY PLAN PIN: 584950001083 CLIENT TG VENTURES LLC 9820 US Hwy 301 North Lumberton, North Carolina 28360 Phone: (910) 802-4959 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1860 DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED AUGUST 9, 2022 SHEET NUMBER THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-400