NCC215746_Site Plan or Location Map_20211101

SITE DATA
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OWNER: PIN:5741-04-62-6677
DEVELOPER: PIN:5741-04-62-8247 0
PIN:5741-04-62-9600
PIN:5741-04-62-9998 = Co
PIN: 5741-04-63-8198 _�
BRIGHTLEAF TERRACE, LLC 3 SITE o Z N
P.O. BOX 787 F �o 57- Q
ARNOLD, MARYLAND 21409 0 �Q,�o > Z
PHONE: [phone] HOLLvnve �P50J5 > O
STEPHEN BROCK srgrE V
email: [e-mail] o sVjLLE8tvD Us�o 0 U
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- - ENGINEER: ALLIED DESIGN, INC. J 0 00
4720 KESTER MILL ROAD .•. a0
- WINSTON-SALEM, NC 27103 �_ �j � Z
�� PIN:5741-04-72-3503 PHONE: [phone] (n Z_ J N co a
_ MARANATHA BIBLE CHURCH ( ) a) W 2 W co
FAX: [phone]
�� D.B.25, PG. STEVE M. CAUSEY, P.E. v
VICINITY MAP w Q � o a)
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Wo P.B. 562, PG.491 email: [e-mail] Z W U co
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(PLARECYGROUNDEATION ) AREA CB / ; N Z x C
TOP 776.85 Z o j( Q
6,620 SF 19.42 INV.OUT774.00 Q v
8" SDR 35
PVC @ 0.51 % ems.
00 01 SAN MH #1 (4') EX. FH
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RECREATION AREA
UNIQUE OR SPECIAL
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RECREATION AREA
MULTI
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35,954 SF -
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-PURPOSE
PLAY FIELD 18,000 SF
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GENERAL NOTES
1. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER IF CONFLICTS ARE ENCOUNTERED.
2. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN WATER AND STORM DRAINAGE PIPES,
18" MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER PIPES AND 241,
MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE PIPES.
3. ALL PRIVATE WATER AND SEWER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
NORTH CAROLINA BUILDING CODE, LATEST EDITION.
4. ALL WORK SHALL BE PERFORMED/INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
5. CONTRACTOR TO COORDINATE ALL UTILITY TIE-INS TO EXISTING WITH CITY OF SALISBURY
UTILITY DEPARTMENT.
6. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE
CONTRACTOR SHALL BE REQUIRED TO HIRE A THIRD PARTY UTILITY LOCATOR TO FIELD
DESIGNATE UTILITY LOCATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL PROPOSED UTILITY CROSSINGS. THE CONTRACTOR SHALL
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES.
NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD
NECESSITATE A REVISION TO THE DESIGN.
7. COORDINATE ROUTING OF ELECTRICAL SERVICE WITH LOCAL UTILITY COMPANY.
8. COORDINATE ROUTING OF NATURAL GAS SERVICE WITH LOCAL UTILITY COMPANY.
9. COORDINATE ROUTING OF TELEPHONE SERVICE WITH LOCAL UTILITY COMPANY.
10. COORDINATE ROUTING OF CABLE SERVICE WITH LOCAL UTILITY COMPANY.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY FEES.
12. CONTRACTOR SHALL VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL SANITARY
SEWER SERVICES, WATER SERVICES AND DOWNSPOUT CONNECTIONS WITH THE
OWNER/ARCHITECT PRIOR TO INSTALLATION.
13. ALL UTILITY SERVICES ARE TO BE TERMINATED AT A POINT LOCATED 5'-01, FROM THE BUILDING.
THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE FINAL CONNECTION
TO THE BUILDING.
14. STABILIZING STONE TO BE PLACED AS REQUIRED BY GEOTECHNICAL ENGINEER WHEN
CONDITIONS WARRANT.
15. REFER TO SHEET C? FOR DETAILED STORM DRAINAGE INFORMATION.
16. ALL EXCAVATIONS SHOULD BE SLOPED OR SHORED IN ACCORDANCE WITH LOCAL, STATE AND
FEDERAL REGULATIONS, INCLUDING OSHA EXCAVATION TRENCH SAFETY STANDARDS. THE
CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.
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! RECREATION AREA
DOG PARK 5,600 SF
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PIN: 5741-04-62-2674
ROBERT M. MISENHEIMER I
D.B. 1082, PG. 192
P.B. 9995, PG. 191
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2.03 WATER LINES - GENERAL NOTES
1. CONCRETE BLOCKING (3000 PSI) TO BE PLACED AT ALL BENDS OR AS
REQUIRED UNLESS MEGA LUGS OR RESTRAINED JOINTS ARE USED.
2. STANDARD DEPTH OF COVER TO BE 3 FEET EXCEPT AT VALVE OR HYDRANT
LOCATIONS OR OTHER SPECIAL SITUATIONS. COVER IS BASED ON ELEVATION
BELOW EDGE OR PAVEMENT OR AS INDICATED ON THE PLANS.
3. PROVIDE POURED IN PLACE CONCRETE PADS (18" X 18" X 6") (OR CONCRETE
"DONUTS" MAY BE USED AS AN ALTERNATIVE AT THE DISCRETION OF THE
UTILITIES INSPECTOR) AT ALL VALVE BOXES.
4. EXTENSIONS FOR VALVE BOXES, WHEN REQUIRED, ARE TO BE VALVE BOXES
OR DIP (NO PVC OR C-900).
5. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARD DETAILS OR AS REQUIRED BY THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
6. PAVEMENT CUTS ARE TO BE REPLACED IMMEDIATELY AFTER BACKFILLING OF
INITIAL CUT EITHER WITH PERMANENT REPLACEMENT OR A TEMPORARY
REPLACEMENT OF 10" OF BASE IF APPROVED BY THE CITY (FOR CITY
MAINTAINED STREETS) OR DOT (FOR STATE MAINTAINED STREETS).
7. REPAIRS TO MAIN BREAKS:
(a) SOLID SLEEVES TO BE USED FOR CONNECTING SPIGOT ENDS SHALL BE OF
THE LONG BODY TYPE.
(b) ALL REPAIRS SHALL BE INSPECTED BY CITY BEFORE BACKFILLING.
8. IN ANY INSTANCE WHERE IT WILL BE NECESSARY TO HAVE THE WATER SHUT
OFF ON EXISTING MAINS IN ORDER TO MAKE A TIE-IN, THE WORK MUST BE
DONE BY CITY FORCES OR A CONTRACTOR WORKING FOR THE CITY,
SCHEDULED 48 HOURS TO 7 DAYS IN ADVANCE DEPENDING ON THE LOCATION
AND TYPES OF BUSINESSES THAT WILL BE AFFECTED.
9. WHEN A WATER MAIN CROSSES AN EXISTING SEWER MAIN, THE CONTRACTOR
IS TO REPLACE THE SEWER PIPE SPANNING THE DITCH WITH DUCTILE PIPE
WHEN THE FOLLOWING CONDITIONS OCCUR:
(a)ANYTIME A WATER MAIN IS INSTALLED UNDER A SEWER MAIN.
(b) WHEN A WATER MAIN IS OVER A SEWER MAIN AND THE VERTICAL
DISTANCE BETWEEN THE TWO MAINS IS 18" OR LESS (MINIMUM 12"
CLEARANCE BETWEEN WATER AND SEWER LINES).
10. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 10' HORIZONTAL
SEPARATION FROM SEWER LINES. WHERE THIS IS NOT POSSIBLE, BOTH THE
WATER LINE AND SEWER LINE SHALL BE DUCTILE IRON PIPE.
11. WATER LINES SHALL BE DISINFECTED AND HYDROSTATICALLY TESTED IN
ACCORDANCE WITH ALL STATE AND CITY OF SALISBURY REQUIREMENTS.
12. ALL PLANS SHALL MEET ALL FEDERAL, STATE, CITY OF SALISBURY, AND
SALISBURY-ROWAN UTILITIES REGULATIONS, DESIGN CRITERIA, AND
CONSTRUCTION STANDARDS.
OA PROPOSED 36"x8" WATERLINE TAP. SALISBURY ROWAN UTILITIES (SRU) WILL BE
COMPLETING THE TAP AND INSTALLATION UP TO AND INCLUDING THE METER
VAULT. ONCE PLANS ARE APPROVED, SRU WILL PROVIDE A TAP QUOTE THAT WILL
NEED TO BE PAID BY THE DEVELOPER. UPON PAYMENT, SRU WILL ORDER THE
MATERIALS AND SCHEDULE THE INSTALLATION.
OB PROPOSED 1" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE TO A POINT 5'-01,
FROM BUILDING. COORDINATE WITH ARCHITECTURAL/PLUMBING PLANS FOR EXACT
LOCATION. PROVIDE 1" DIRECT TAP WITH VALVE FOR CONNECTION TO 6" C900 PVC
WATERLINE. PROVIDE 1" METER ASSEMBLY LOCATED 2'-0" BEHIND SIDEWALK.
PROVIDE 1" REDUCED PRESSURE ZONE (RPZ) ASSEMBLY LOCATED ABOVE GRADE,
WHICH SHALL INCLUDE A PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING
TO EACH VALVE, AND AN APPROVED HEAT SOURCE, IN ACCORDANCE WITH THE
CITY OF SALISBURY STANDARDS AND SPECIFICATIONS.
OC PROPOSED 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE TO A POINT 5'-01,
FROM BUILDING. COORDINATE WITH ARCHITECTURAL/PLUMBING PLANS FOR EXACT
LOCATION. PROVIDE 2" DIRECT TAP WITH VALVE FOR CONNECTION TO 6" C900 PVC
WATER LINE. PROVIDE 2" METER ASSEMBLY LOCATED 2'-0" BEHIND SIDEWALK.
PROVIDE 2" DOUBLE CHECK BACKFLOW PREVENTOR LOCATED ABOVE GRADE,
WHICH SHALL INCLUDE A PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING
TO EACH VALVE, AND AN APPROVED HEAT SOURCE, IN ACCORDANCE WITH THE
CITY OF SALISBURY STANDARDS AND SPECIFICATIONS
OD PROPOSED 2" TYPE "K" SOFT COPPER FIRE PROTECTION SERVICE TO A POINT
INSIDE BUILDING. COORDINATE WITH ARCHITECTURAL/PLUMBING PLANS FOR
EXACT LOCATION. PROVIDE 2" DIRECT TAP FOR CONNECTION TO 6" C900 PVC
WATER LINE. PROVIDE VALVE AT CONNECTION TO 6" C900 PVC. PROVIDE 2"
DOUBLE CHECK DETECTOR BACKFLOW PREVENTOR LOCATED ABOVE GRADE,
WHICH SHALL INCLUDE A PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING
TO EACH VALVE, AND AN APPROVED HEAT SOURCE, IN ACCORDANCE WITH THE
CITY OF SALISBURY STANDARDS AND SPECIFICATIONS. WHERE 2" FIRE
PROTECTION LINE GOES INTO THE BUILDING, UTILITY CONTRACTOR TO TURN
PIPING UP AND CAP 12" ABOVE THE PROPOSED FINISHED FLOOR. INCLUDE
FLUSHING AND STATIC PRESSURE TEST IN ACCORDANCE WITH FIRE SYSTEM
REQUIREMENTS IN UTILITY PRICING. COORDINATE WITH GENERAL CONTRACTOR.
OE PROPOSED PRIVATE FIRE HYDRANT IN ACCORDANCE WITH CITY OF SALISBURY
STANDARDS AND SPECIFICATIONS.
O PROPOSED FIRE DEPARTMENT CONNECTION ON FACE OF BUILDING. FIRE
DEPARTMENT CONNECTION TO BE PROVIDED WITH CITY OF SALISBURY THREADS.
PIN:5741-04-62-2674
MARY E. WARD REVOCABLE
LIVING TRUST
D.B. 1262, PG.49
OG FIELD CORE EXISTING MANHOLE AND INSTALL FLEXIBLE RUBBER BOOT AND INSIDE
DROP FOR TIE-IN OF PROPOSED SANITARY SEWER. COORDINATE TIE-IN TO
EXISTING MAIN WITH THE CITY OF SALISBURY UTILITIES DEPARTMENT. BACKFILL
TO BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY.
OH PROPOSED 4" SCH 40 PVC SANITARY SEWER SERVICE AT 1.0% MINIMUM GRADE TO
A POINT 5'-0" FROM BUILDING. PROVIDE TRANSITION GASKET AT CONNECTION IF
GOING FROM PVC TO CAST IRON. CLEANOUT SHALL BE SET 5'-0" OUTSIDE
BUILDING. COORDINATE WITH ARCHITECTURAUPLUMBING PLANS FOR EXACT
LOCATION.
IC PROPOSED 6" SCH 40 PVC SANITARY SEWER SERVICE AT 1.0% MINIMUM GRADE TO
A POINT 5'-0" FROM BUILDING. PROVIDE TRANSITION GASKET AT CONNECTION IF
GOING FROM PVC TO CAST IRON. CLEANOUT SHALL BE SET 5'-0" OUTSIDE
BUILDING. COORDINATE WITH ARCHITECTURAUPLUMBING PLANS FOR EXACT
LOCATION.
JC PROPOSED 4" CAST IRON CLEAN OUT, TYPICAL.
OK PROPOSED PRIVATE 4' DIAMETER CONCRETE MANHOLE IN ACCORDANCE WITH CITY
OF SALISBURY STANDARDS AND SPECIFICATIONS. BACKFILL TO BE COMPACTED TO
95% OF MAXIMUM DRY DENSITY.
OL PROPOSED 8" WATER METER TO BE INSTALLED BY SRU. ONCE PLANS ARE
APPROVED, SRU WILL PROVIDE A TAP QUOTE THAT WILL NEED TO BE PAID BY THE
DEVELOPER. UPON PAYMENT, SRU WILL ORDER THE MATERIALS AND SCHEDULE
THE INSTALLATION.
OM PROPOSED 8" REDUCED PRESSURE PRINCIPLE ASSEMBLY (RP) BACKFLOW
PREVENTER LOCATED ABOVE GRADE WITH POST TYPE FDC, WHICH SHALL INCLUDE
A PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING TO EACH VALVE, AND
AN APPROVED HEAT SOURCE, IN ACCORDANCE WITH THE CITY OF SALISBURY
STANDARDS AND SPECIFICATIONS AND DETAIL BF-713. INSTALLATION SHALL BE BY
A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
ON PROPOSED PROPOSED PUBLIC 4' DIAMETER CONCRETE MANHOLE IN ACCORDANCE
WITH CITY OF SALISBURY STANDARDS AND SPECIFICATIONS SET AT THE
RIGHT-OF-WAY TO SIGNIFY END OF PUBLIC MAINTENANCE. BACKFILL TO BE
COMPACTED TO 95% OF MAXIMUM DRY DENSITY.
i \LlJrc CJ-%I IVIV HKCH
CLUBHOUSE/
PICNIC / COMMON
AREA 12,252 SF
// EX. SAN. M.H.
/ TOP 780.65
Co CLINV770.50
ALL SDR 35 PVC SANITARY SEWER
LINE SHALL HAVE TYPE III BEDDING
AND BE BUILT TO CITY OF
SALISBURY STANDARDS AND
SPECIFICATIONS
FIRM LICENSE C-1891
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SITE
UTI LITY
PLAN
4
ALE GRAPHIC SCSHEET
40 a 20 40 80 160 C6.1
( IN FEET )
1 inch = 40 ft.